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PP - 11060 TUKWILA INTERNATIONAL BLVD - SEBCO WAREHOUSE - PERMITS AND PLANS
11060 TUKWILA INTERNATIONAL BLVD 11010 TUKWILA INTERNATIONAL BLVD (MAILING) ASSOCIATED PERMITS D16-0281 18-F-255 18-F-092 D16-0332 D18-0332 D18-0256 M18-0047 D18-0199 18-S-196 18-S-166 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 D$4oto 13 MI ¢201 2gzza PIVIE FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** laDO Co. Assessor's Tax No.: 401/2c�(. Z )Li — 96 I Site Address: 1 k .C)C) 11( Kum. t.A i4. ±ter $ Zr1%fl Suite Number: Floor: Tenant Name: )21:374A TLF New Tenant? Yes ❑ - No Property Owner's Name: gE8Cd TiJL' Mailing Address: 11010 17i Kb), cA Tr[T, gti(b T kiO/8117$ City State Zip CONTACT PERSON -if there are questions about the submittal. Name: gMA a7J 1F/a W4N1 Day Telephone: 253-639 -liZ Company Name: V t iz6y --Leclit'C Mailing Address: 14026 S ST" k ]b(,tP-Ni 61460 City 2.53 —Atq —Zk 3 E-mail Address: Fax Number: Contractor's City of Tukwila „ilk s NICET III number: Business License number: izQ q Total number of new/relocated devices or sprinkler heads: 43 Valuation of Project (contractor's bid price): $ Zqo 9e0 Scope of Work (please provide detailed information): )•LA►P.vv._ tSt 0-0 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR AUT RI D AGENT: Signature: Date: 1Z/' 0/ g Print Name: S44-ACA374 LEI4 MAIA Day Telephone: 2-53 ' 6 35 - 1/088 Plan Permit App.doc 8/22/14 TFD FP Form 8 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarshal atukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with, two-way communications. Date eLi Z° I 1 °‘ Permit # 18-C -I55 / 18- F—OV). Property Address \\ 060 To kw ii, T.,44trtp4i6n04 SLV Q Suite # W/ A City TUKWILA Zip Code a 81 6a Name of Facility Ac: Loh., T ZL Occupied as WtatInoqie. I 56 room Owner or Representative P06 C.ovSi'r,x 4a % (FPO Phone # (ZIO 1 55\ I S8 Installing Company K' 5,,1 k -r; L Installing Contractor's Address LA SZb`� ‘,5 —3% lbw Cite fkUb`'rA Installer's Name (PRINT) KLA1t, Mt_6Ma Nrc>✓l /al License and/or Certificate Phone # (ZS3) SSA --Z° General Contractor `O E- Co w %%f yy};OvN Electrical Contractor IC 6)41 I;�1.te,tr; FACP Equipment Manufacturer ' 1\ em. ` KV% cp ♦ Model # 680$ This system has been installed.pre-tested and operates in accordance with the standards listed below and was inspected by iGu�it IVI` (3r,•Kot. On (date) OA zo I I °I Circle all that apply: 'FPA 72 hapter(2 4 5 6and%or IFC SEC 907 rational Electrical Cod rticle 760 Manufacturer's Instructions and includes the devices listed on back. Other (specify) Tukwila Cite Ordinance Numbers 2050. 2051 Li Central Station Nlonitor77 ` 73 SO SIGNED kV S}stem Firmware: Installed version G • br I S Checksum NI Date Date Ss stem is monitored In C M.4.4t Date 2ftb(Z°tc Initial program Installation Re• isions and Reasons 201161 1°1 2s 1 IS Programmed b• V (jk LSo, h EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices of Ziof22 of 3 0 of of 3 1D_ of )•,4 0 of 0 • 7l of3 Auto Door Release Lt of 9 Trouble Indictors 1 of ( Batteries Readings Battery 1 Generator 0 of 0 HVAC Controls 0 of 0 Fire Alarm Dialer /1.--151"1I Monitored by C, tti5c itwv ' Annunciator 0 of 0 Make/Model NM Make/Model 7 IV' 1(.1„,; IV 6 80 8 Make/Model 5 Q v1k 5� Make/Model ilk pig v } a Make/Model IAA Make/Model SIsAeivt $eovSor Make/Model s4 -4w, Str.P K c^ Make/Model ell Make/Model 51 )4-1111 sGN%rr- AJC L Make/Model W h_ 446 / 5 k ettoi Make/Model <j ; I ft,, 4- k hi 6 0 $. Full Load S -Charge ail Make/Model Of Make/Model NI A Make/Model f e s a, 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 3 of Valve Tamper Sw. C of S- PIV 0 of0_ Elec. Alarm Bell 0 of 0 Make/Model Pb C r Make/Model5 2Q iuyk 1 aK L Make/Model W) Q, Make/Model P f) Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes X. No Test of alarm System on` emergency power, satisfactory? Yes No Test Witnessed by 1(.1 1 M'li..fior Title -cDrow Comments: Date a161 (°( Fire Alarm Certiflcate.doc Revised: 6,17/14 TFD FP Form #1 10 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 042309014 Site Address: 11060 TUKWILA INTERNATIONAL BLVD Suite Number: Tenant Name: ARIZONA TILE New Tenant? ❑ - Yes /1- No Floor: Property Owner's Name: SEBCO INC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT GREENE Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 City State Zip E-mail Address: mattg@patriotfire.com Fax Number: 253-922-6150 Total number of new/relocated devices or sprinkler heads: 67 Valuation of Project (contractor's bid price): S 27,095 Scope of Work (please provide detailed information): ADD SPRINKLERS FOR T.I. WALLS AND CEILINGS PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASSAA] Q uuN, AND 1 AMAUTHORIZEDTO APPLY FOR THIS PERMIT. BUILDING OWN . ; U HORIZED AGENT: _./t Signature: Print Name: MATT GREENE OCT -4 2018 TUKWILA FIRE Plan Permit App.doc 10-2-18 Date: Day Telephone: 253-377-2272 1/2/13 TFD FP Porm 8 LffirLaff SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 092300 ON Site Address: /10(o 0 7/K(/)Z111 7/07-0 ZNerEr A L- £''YD Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Sra Z 0 1 Z'v L ` Mailing Address: I/OZ° E MATO&) .ST 32.4 SE -r`TLt wit 9e1I2 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: PZE1I26 °Ern c"l; Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 State E-mail Address:'%Pim f.', d �ireorm-r-itC4Pfl City Fax Number: 253-922-6150 Zip Total number of new/relocated devices or sprinkler heads: 110 Zg Valuation of Project (contractor's bid price): S i5C; t30 41. Scope of Work (please provide detailed information): ZI. r C ) WET ,fP iv$1.trr( ,iyf/'Ej^t . TA) A) £v) WA12CJ4o 5t; PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND II AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING QWNER OR AUTHORIZED AGENT: Signature: Print Name: Tff TTP' P0/10.4 -TE Plan Permit App.doc Date: 74 ig Day Telephone: Z3— zlv -3't (o' 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: O 42 304 901 Li Site Address: II060 1-7AttX•rrrI JAnorlP.L etatSuite Number: Floor: Tenant Name: SEaCo t .€(OPE M,Et.t r New Tenant? ❑ - Yes ❑ - No Property Owner's Name: SEDC',© J i -IC - Mailing Address: y CZ0 £ . ItIA+DtSCitJ S^ 32) SQA .F._ W Pt 9g 11Z. City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 314rW14 LEMMA l Day Telephone: 263 -634 ^ 11288 Company Name: IAC%QBY Ek,EG-r'2se_ Mailing Address: ti$Z(o $T 1.1 t.3 Ilk 10 ( p►ua�-tJ I.0 & a$oo 1 City State Zip E-mail Address: S1444tink e. Kee 1 Ear1 etC - Cvy..` Fax Number: 2'5/3-11S9 -236 tZl cyo� Contractor's icCity ouTber: OCAS - 3 _0952936 NICET III number: 7 Business License number: Total number of new/relocated devices or sprinkler heads: 12 Valuation of Project (contractor's bid price): $ 12,W° • " Scope of Work (please provide detailed information): SP2. show 1 -re ' kid Rata-. Est t.Ar►.1G SAE O,.4 l `1. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORZED AGENT: Signature: Print Name: IJ LEN 14Pta Plan Permit App.doc Date: ii lig (l$ Day Telephone: 253-6314 rEs€ 8/22/14 TFD FP Form 8 Inspector: CORRECTION NOTICE/REINSPECTION FEE j6Y3'z.1(o DN f941 S' S-44332- TUKWILA FIRE MARSHAL'S OFFICE Al it' d0 4 Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal (a,tukwilawa.gov Permit number: Business Name: .°. Type of Inspection: R &Di 149-0De,ffsS AUX' F/170/2i sea p_,.. .brio -K ` Location Address:1 to + 6 Date : 3/14 /1, Contact Person ))0540— b aesTat eerc( Phone No.: _ss 1 _ `S 8 j ACTION REQUIRED more- fret./ 13a<art 5C fo�� 7a FA�p/R+S� ase‘ � &Di 149-0De,ffsS AUX' F/170/2i sea p_,.. .brio -K go 7)1•71-1 'fi-E- tivi0c2-07,/v7-S :I wbs c.... aftrJ Sorultfrt Sr °0-- ($0 g° Cor) orz,7z, a..is M.✓ST' �►�e-e' 57474 Sret-+c-i itJDnfss ow P>e, 73 Feur CIAA, ( CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO COMPLY MAY ' " � IN THE ISSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: q,._ 207'1 7/ 1...E9 Type of Inspection: &f..i 41— Address: Suite #: f ! d io O ri 6 _ Contact Person: Special Instrucctions: Phone No.: ved per applicable codes. Corrections required prior to approval. COMMENTS:4*--D,J AJ Lj$ 15S v Sprinklers: ti Pliac. 12e,rivu r Di c' —03s2._ p fwee) Fire Alarm: Hood & Duct: FerI ce... P4-rt-vtr D1.1 d 2“ ry W v Ic ( 6w ant S 4' O 7a Fi4 p/Pt $t12— mL. rYtece( - Peem Or 1 t o4-7- •-�r re -.,.SIL tee v.6.0 flay NQkY' 7a n 7--0F rwro• w-csT' w/ iimiti4trees Vic Needs Shift Ins ion: Sprinklers: ti ? Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: .S . - 1 Inspector: r.07 ¶4.. Date: 3110 ? Hrs.: / n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 f INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:40,74 Allk- 4 Type of Ins /1a-01 /7 ' Address:Contact Suite #: / i00 l/� 77 13 n: Special Instrucctions: y �',/�GAC'().Q Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: ,qffidt- 4ia'j /,t1i. ge-ub1l," � t/2114 444 Cs10&Ad—,9i15 go -174* Fix ofu saws s/.4 _.(frutc,44e. nitc;:ketthil 1:00 e Needs Shift Inspection: Sprinklers: yed Date: 2/2 7M1 Hrs.: Fire Alarm: a Hood & Duct: Monitor: y �',/�GAC'().Q Pre -Fire: Permits: Occupancy Type: /Yj j S' Inspector: r4.- AM kc? Date: 2/2 7M1 Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 CORRECTION NOTICE/REINSPECTION FEE -016.-.0332,.., rilK? Inspector: Permit number: i TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal tukwilawa. ov Business Name: *17.69.)1 A Type of ci .c_ tion; �, �� / 1Y. Location Address• /Oho .77 Date : /PI Contact Person : A6 A.4444.1,17210 Phone No. •2©6 5S` ACTION REQUIRED : inuatz,_ gcmar/t) Ztfin /how 74 /Awe. 0-efi 0, fhve• Z;114KA- *,A0V 00 »IA kotar } ‘001.0-x- Ate/r�ki�s fi�jY.�. frr-r." nvee--",t, 74, &/ CORRECTION OF THE ABOVE ITEMS A FAILURE TO COMPLY Y Signature. 11/1 REQUIRED BY : ZZ7 �9 I ISSUANCE OF A C CITATION/TICKET. Billng/Mailing Address : Attn: Company Name: Address: City: State: i Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT BE NUMRS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: itiefzeiv/4! ` ze Type of fknspect% 7-410 /745, Address: Suite #: //Oda 778 Contact Person: Hood & Duct: Special Instructions: Phone No.: Pre -Fire: proved .per applicable codes. nCorrections required prior to approval. �a�s�lb..._ Prtss 7/L 2tZ gdepvt ---e46X—rt ‘/v041 #PAKS — Ox 7`-4 Sroc�L Needs Shift Inspection: ),'JeJ Sprinklers: y.! Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ,. 4 Inspector: ;,i d*, 3 Date: Z/z4/* 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ptif3 -���- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/€ Altalw -77 Type of Inspection: Address' Suite #: #60 0 Tie Contact Person: Special Instructions: Phone No.: Approved per applicable codes. it U KCorrecctions required prior to approval. COMMENTS: .k-1Ark,"4" Sprinklers: MAO Xotteeki- Ar Mptis Hood & Duct: Monitor: '.f3Ay T�, o, -AD N`adh 5,.46 y .sile4.454:re Ati.isfr 6.it_ /40e-1,-( Occupancy Type: (L llocrezt 40 Z111-11 r- P� � rdr �4a4(e� y Co4- +i� � .f /r g5h't S'mnvarS — No 61., 4-i ,,,,,f ,4,. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. 'WO Date: 2160 9 Hrs.: I, d n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit "bito -©332. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: sM-zli( aii. , 4, Arr—t-Low/44- -*-1 It Type of Inspection: e6Ver Address:„Contact Suite #: J/()) "7/8 Person: Phone No.: Spedal Instrucctions: COMMENTS: ved per applicable codes. Corrections required prior to approval. Ada! 7/64 4/1 lair f�dr/�S1 2/dr. - 24 Agave_ 9raiv,,, It/ G®rw z4i1.r ILgro.. Ai, AC r. I ds Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Are: Permits: Occupancy Type: Inspector: Date: 1//4h,:/ Hrs.: /..a n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 i INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 INSPECTION RECORD Retain a copy with permit tAdO/ 6- g9G.T3 Project: i aL 131,062 Type of Inspection: Address:D Suite #: //� 77L Contact Person: Special Instructions: Permits: Phone No.: . Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Sprinklers: I Fire Alarm: 1442L 1 Com" pgrz-t44 t T- Monitor: 7 Pre -Fire: Permits: ak- ID (-ova- Hypes ak * D v.) rnw5'y-$,- pL k7b fa 5.4r.bT Sty Se- C -0,4 D' Pa"; IF7TE? ,-- /8'-S -/4 'Ti Sip rte' (1q74,* i r r o!, 74D Gov, • - if G/ as tir4y - �yDft d!. Needs Shift Ins on: ,l/4 d.04/ Sprinklers: I Fire Alarm: Hood & Duct: Aveeei../...) Monitor: 7 Pre -Fire: Permits: Occupancy Type: p-- / Inspector: fp 9' Date: / sh< Hrs.: f n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P 16-6-n ( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: S�i�G � � %(Ax, Type of Inspection: , „/A -!r Address: Suite #: / C d 6.0 crib Contact Person: Special Instructions: Phone No.: 2/Approved per applicable codes. nCorrections required prior to approval. COMMENTS: -fit•br4/1-z iatre()--eticip it?i/t.co perz-0--r— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fi Date: 2/,gA Hrs.:J n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 /172,y EL ECTR /Cinc. COMMERCIAL•I N D USTRIAL 4826 "B" St. NW Ste. 101 Telephone (253) 859-2000 Aubum, WA 98001 Fax (253) 859-2363 Scope Letter, Date: December 18, 2018 Project Arizona Tile TI - Sebco Bldg. 11060 Tukwila International Blvd. Tukwila, WA 98168 Scope: The installation of additional occupant notification to an existing sprinkler monitoring system. Includes additional Power Supplies and smoke detection above them. Shawn Lehman, SET LV Engineer / Estimator NICET IV #124064 Cell: 253-213-3259 E-mail: shawn@kirbyelectric.com Kirby Electric, Inc. A ER A S david kehle architect December 1, 2016 City of Tukwila Fire Marshal's Office 6300 Southcenter Blvd, Suite 209 Tukwila, WA 98188 Attn: Mr. Al Metzler RE: 11000 Building 11060 Tukwila International Blvd DeveloprimmMillr Dear Al, As a part of the correction letter correction letter 1, dated 11-02-16 you had requested to see the power line location adjacent to our property line. I have noted the location per the survey and approximate height of overhead lines. There is one pole in the city Light right of way and is over 10' from the property line, over 15' to the building. I have attached a plan showing the overhead lines and approximate line heights. I have also contacted Seattle City Light to determine any construction related precautions that need to be taken and notifications. I trust this will answer your concerns. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 11117 ELECTRICInc. COMMERCIAL•I N DUSTRIAL Arizona Tile TI (Sebco Bldg.) Fire Alarm Submittals 12/18/18 Kirby Electric Inc. 4826 B St NW. Ste. 101 Auburn, WA 98001 Phone (253) 859-2000 Fax (253)859-2363 Honeywell Ste. 6808 Addressable Fire Alarm Control Panel The 6808 is an addressable fire alarm control panel (FACP) that can be configured to achieve an overall point capacity of up to 198 points. It has one built-in signaling line circuit (SLC), which can support 99 System Sensor° (SK) sensors and 99 SK modules or 127 Hochiki° (SD) devices per loop. A common communications and annunciation link allows up to 17 panels to be connected via copper or fiber optic cable. A designated panel is configured as the communicator for all panels in the link for convenient single -point communications. It also has a built-in, dual - line POTs and IP communicator and optional cellular side -cars. The 6808 system can be enhanced by adding modules such as the 6860 remote annunciator which also has four programmable function buttons to help automate tasks and reduce time spent at the pane SWIFT° wireless compatibility provides options for wireless detecti through a Class A mesh network. It is ideal for hard -to -wire locatio buildings where new wiring is not allowed, or to provide an ea install fire system for new construction projects. SWIFT d be combined with other hard -wired 6808 con4ible de The 6808 also has Form C trouble relay, and two • - mm C relays, along with powerful features such a . ift c trouble maintenance alert, a built-in sensor t- o comp 72 calibration testing requir- ents, an calib • n trouble is a varlet -vice ing the , and 685 remote annunciators, allel printer interface module (for eports), the 5496 NAC expander, wer module, and SK or SD devices. • Capable of providing up to 198 points to satisfy smaller installation needs • Connect up to 17 panels on one site with convenient single - point access using the SK -NIC Network Interface Card. Connected panels can have mixed compatible FACP models. • Integrated dual path IP and POTs communications and optional cellular side -cars for reliable backup • 6860 annunciator with a 4 x 40 large display, and 4 programmable function buttons. Free -up time spent at the panel. Program them for simple or complex tasks. • Built-in USB interface for convenient and quick programming • Programmable date setting for automatic and convenient Daylight Saving Time changes • Built-in dual phone line and digital alarm communicator/ transmitter (DACT) for additional communication options • 125 software zones and 125 output groups for flexible design options 6808 Product Information SIGNAL LINE CIRCUIT (SLC) The 6808 SLC loop supports multiple device types, maintenance alerts, and a built-in sensor test to comply with NFPA 72 calibration testing requirements. INDICATOR LIGHTS • General Alarm (Red): Rashes if in alarm; solid when alarm is silenced • Supervisory (Yellow): Flashes if a supervisory condition exists; solid when supervisory is silenced • System Troubles (Yellow): Flashes if a trouble condition exists; solid when trouble is silenced • System Silenced (Yellow): On when an alarm, trouble or supervisory condition has been silenced but not yet cleared • System Power (Green): Flashes for AC failure; solid when power systems are normal USER INTERFACE The 6808 built-in 4 x 20 annunciator with 80 character LCD display and large easy-to-use tactile touchpad can be used for system operation, programming and maintenance. It has five LEDs for alarm, supervisory, system trouble, system silenced and system power. System operations include silencing alarms and troubles, resetting alarms and the display of alarm troubles and memory. The system's non-volatile event history buffer stores 1,000 events for viewing from the built- in or remote annunciator. System operations can be initiated with a mechanical firefighter's key or a valid 4- to 7 -digit operator's code. SItEX[F Atkl kESETI •XLL1 i1 ]' E- 1 11 v ' Vt 4 1' 6808 KEYPAD PROGRAMMING The 6808 system offers several options to simplify and speed-up programming. JumpStart° AutoProgramming minimizes programming required to start a new system. The built-in keypad: or the 6860, 5860 or 6855 remote annunciators give you on-site access to current system programming. You can also program the system using the Honeywell Fire Software Suite (HFSS), which is Windows° based. SOFTWARE TOOLS SKST: Silent Knight Selection Tool provides the installer or design architect with a Windows° software system configuration tool to create a detailed Bill of Material (BOM) and battery calculations. HFSS: Honeywell Fire Software Suite provides communication and panel programming, detector status, event history and additional data. Requires a Windows-based computer. ADDITIONAL INFORMATION Twisted -unshielded pair wire is recommended. The 6808 also has 13 preset notification cadence patterns (including ANSI 3.41). AGENCY LISTINGS AND APPROVALS NFPA 13, NFPA 15, NFPA 16, NFPA 70, NFPA 72: Central station; remote Signaling; Local Protective Signaling Systems; Auxiliary Protected Premises Unit; Water Deluge releasing service. Suitable for automatic, manual, waterflow, sprinkler supervisory (DACT non -coded) signaling services. • UL Listed • CSFM 7165-0559:0502 • FDNY COA# 6246 • FM approved • Seismic (CA) (pending) ORDERING INFORMATION 6808: Addressable Fire Alarm Control Panel. (Red cabinet). COMPATIBLE ANNUNCIATORS 6860: 4x40 LCD remote fire annunciator (4 lines and up to 160 characters) per system; four programmable buttons 5860: 4x20 LCD remote fire annunciator. 5860 is gray; 5860R is red 6855: 4x20 LCD remote fire annunciator 5865-3 or 5865-4: LED annunciators can display up to 30 LEDs (15 red and 15 yellow). The 5865-4 has key switches for silence and reset, and a system trouble LED. 5880: LED / 10 module has 40 programmable LED outputs and eight supervised dry contact inputs which are useful for custom applications. You can use up to eight 5880 modules on one control panel for maximum flexibility. Its compact size allows mounting inside the annunciator, or in an accessory cabinet. 6808 COMPATIBLE DEVICES AND ACCESSORIES See the data sheets listed below for a complete listing of the SK, SD or SWIFT devices. 53623: SK Devices Data Sheet 53624: SD Devices Data Sheet 350614, 350616 & 350618: SWIFT wireless devices For a complete and current listing of compatible devices and accessories go to www.silentknight.com Important: You cannot mix SK and SD devices in the same fire alarm system. SK COMPATIBLE ADDRESSABLE DEVICES SK -ACCLIMATE: Multi criteria photoelectric smoke detector with thermal 135°F fixed temperture SK -BEAM: Reflected beam smoke detector without test feature SK -BEAM -T: Reflected beam smoke detector with test feature SK -CONTROL: Supervised control module SK -CONTROL -6: Six circuit supervised control module SK -DUCT: Photoelectric duct smoke detector with extended air speed range SK -FIRE -CO: Four criteria fire and carbon monoxide detector SK -HEAT: Fixed thermal detector (135°F) SK-HEAT-ROR: Fixed rate of rise detector (135°F) SK -HEAT -HT: Fixed high temperature thermal detector (190°F) SK -ISO: Fault isolator module SK-MINIMON: Mini monitor module SK -MONITOR: Monitor module SK -MONITOR -2: Dual input monitor module SK -MON -10: 10 input monitor module SK -PHOTO: Photoelectric smoke detector SK -PHOTO -T: Photoelectric smoke detector with thermal (135°F fixed temperture) SK-PHOTOR: Photoelectric detector with remote test capability SK -PULL -SA: Addressable single action pull station SK -PULL -DA: Addressable dual action pull station SK -RELAY: Addressable relay module SK -RELAY -6: Addressable Six relay control module SK-RELAYMON-2: Addressable Dual relay/ monitor module SK -ZONE: Addressable zone interface module SK -ZONE -6: Six zone interface module B210LP: 6" mounting base B501: 4" Flangeless mounting base B200S: Intelligent sounder base B200S-LF: Low -frequency intelligent sounder base B224RB: Relay base B224BI: Isolator base SD COMPATIBLE ADDRESSABLE DEVICES SD505-6AB: Addressable 6" base SD505-61B: Addressable 6" short circuit isolator base SD505-6RB: Addressable 6" relay base SD505-6SB: Addressable 6" sounder base SD500-AIM: Addressable input module (switch input) SD500-ANM:Addressable notification module SD500-ARM: Addressable relay module SD505-DTS-K: Remote test switch and LED indicator for the SD505-DUCTR SD505-DUCT: Addressable Duct Smoke Detector. SD505-DUCTR: Addressable Duct Detector housing with relay base. SD505-HEAT: Absolute temperature heat detector. Trip point range from 135°F -150°F (0°C -37°C). SD500-LIM: Addressable Line isolator module SD500-MIM: Addressable Mini input monitor module (switch input) SD505-PHOTO: Photoelectric smoke detector SD500-PS/-PSDA: Addressable Single or dual action pull station SD500-SDM: Addressable smoke detector module AUDIBLE/VISIBLE DEVICES These AV devices are all 2 -wire. Color: "R" indicates red; "W" denotes white. For a complete listing of Silent Knight AV devices go to www.silentknignt.com. CHSRL/CHSWL: Wall chime/strobe CHSCRL/CHSCWL: Ceiling chime/strobe CHRL/CHWL: Watt chime HRL/HWL: Wall horn P2RL/P2WL: Wall horn/strobe PC2RL/PC2WL: Ceiling horn/strobe SRL/SWL: Walt strobe SCRL/SCWL: Ceiling strobe SPSCRL/SPSCWL: Ceiling speaker/strobe SPSRL/SPSWL: Wall speaker/strobe SPRL/SPWL: Walt speaker SPCRL/SPCWL: Ceiling speaker SWIFT WIRELESS DEVICES SWIFT is only compatible with System Sensor (SK) devices. It is not compatible with Hochiki (SD) devices. WSK-WGI: Wireless Gateway WSK-PHOTO: Wireless Photoelectric smoke detector WSK-PHOTO-T: Wireless Multi -criteria photoelectric smoke detector with thermal detection (135°F fixed temperture) and B510W 4" base WSK-HEAT: Wireless Heat, (135°F fixed temperture) and B510W 4" base WSK-HEAT-ROR: Wireless heat, ROR (135°F fixed temperture) and B510W 4" base WSK-MONITOR: Wireless monitor module WSK-RELAY: Wireless relay module W -USB: SWIFT Toots USB transceiver used for communication with SWIFT devices SBUS ACCESSORIES 5496: A 6amp notification power expander with four power -limited notification appliance circuit outputs. 5883: Relay Interface. Provides 10 Form C relays. 5824: Serial/Parallel Printer Interface Module for printer connection. 5895XL: Power Supply with six FtexputTM circuits, and two Form C relays. Max. 16 per system. 5815RMK: Remote mounting kit. Dimensions: 10 3/8"W x 10-3/16"H x 3"D COMMUNICATION OPTIONS CELL -CAB -SK: Cellular communicator, metal enclosure with lock/key* CELL -MOD: Cellular communicator, plastic enclosure - *Sole path, powered by panel. IPGSM-4G: Dual path fire alarm communicator, cellular and/or IP (primary or backup, selectable) SK -IP -2: Remote reporting via the Internet. Requires a VisorAlarm® receiver at the central station MISC. ACCESSORIES SK -NIC: Network Interface Card. Provides a common communications link for the 6808. SK-NIC-KNT: Installation Accessory Kit SK -FML: Fiber -Optic Multi Mode, transmitter and receiver SK-FSL: Fiber -Optic Single Mode RBB: Remote battery box accessory cabinet for batteries that are too Large to fit in the FACP cabinet. Dimensions: 16" W x 10" H x 6" D (406nm Wx 254mm H x 152mm D). SK -SCK: Seismic Compliance Kit used to securely fasten batteries to the fire panel. 6808 Technical Specifications PHYSICAL Overall Dimensions: 16.36"W x 26.37"H x 3.91"D Shipping Weight: 32 lbs. Color: Red ENVIRONMENTAL Operating Temperature: 32°F to 120°F (0°C to 49°C) Humidity: 0 to 93°/o relative humidity (non - condensing) ELECTRICAL 6808 Primary AC: 120 VAC @ 60Hz, 3.3A Total Accessory Load: 6A @ 27.4VDC power -limited Standby Current: 190mA Alarm Current: 250mA Battery Charging Capacity: 7 to 35AH Battery Size: 7AH to 18AH max. allowed in control panel cabinet. Larger capacity batteries can be housed in RBB accessory cabinet. For more information Learn more about Honeywell Silent Knight and other products by visiting www.silentknight.com Honeywell Silent Knight 12 Clintonville Road Northford, CT 06472 800-328-0103 NOTIFICATION APPLIANCE CIRCUITS (NACs) Four programmable circuits which can be programmed individually as: NACs: 3A (® 27.4VDC per circuit, power -limited (with a maximum current of 6A) Auxiliary Power Circuits: 3A @ 27.4VDC per circuit, power -limited Supports Class B (Style 4) and Class A (Style 6 or 7) configuration for the SLC WIRING: See the product manual for wiring details 3516081A111/17 (c 2017 Honeywell International Inc. Fora complete listing of all compliance approvals and certifications, please visit www.silentknight.com. Microsoft, Windows, and the Windows Logo are registered trademarks or trademarks of Microsoft Corporation. Silent Knight", Honeywell and SWIFTS are registered trademarks of Honeywell International, Inc This document is not intended to be used for installation purposes. We try to keep our product information up -to date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For Technical Support, call 800-446-6444. Honeywell •.. Model 5495 Distributed Power Module In an emergency, you need maximum power. The 5495 Distributed Power Module by Silent Knight its the most powerful and cost-effective power supply available today. It delivers 6 amps of notification appliance circuit power and built-in synchronization for appliances from System Sensor®,Gentex®, AMSECO®, Wheelock and Faraday — what you need to drive power-hungry components like ADA notification appliances. The 5495's advanced microprocessor design is years ahead of the competition. Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies. And, ADA retrofits are easier and less expensive with the 5495 because it integrates into current systems without the costly investment in new components. For the most sophisticated and cost-effective notification power supply available, you need the 5495. Call Silent Knight today for more information at 1-800-446-6444. Model 5495 Distributed Power Module The 5495 is a 6 amp notfication power expander that provides its own AC power connection, battery charging circuit, and backup battery for use with fire and security controls such as the Silent Knight Model 5208 Fire Control /Communicator. The 5495 is the cost- effective solution for powering notification appliances required by the Americans with Disabilities Act (ADA). The 5495 has built-in ANSI cadence pattern, which can upgrade older control panels that lack cadence capability. Features • UL Listed for 6 amps of notification power • Power supply's advanced switch mode design reduces damaging heat and manages power up to 50% more efficiently than other systems • Dip switches allow for easy reconfiguration • 24 VDC filtered output voltage • Four power -limited notification outputs; 2 Class A or 4 Class B, or 1 Class A and 2 Class B • Additional continuous auxiliary output • 3 amps per output circuit • 2 inputs; 2 Class IB or 2 Class A • Ground fault detector/indicator • Independent trouble relay • AC loss delay option shuts off power to non-essential high -current accessories like magnetic door holders • Built-in synchronization for appliances from System Sensor®,Gentex®, AMSECO®, Wheelock and Faraday • Stand alone operation • Lightweight design adds to ease of installation and reduces shipping costs • Operates with most polarized, UL Listed notification devices • UL 864 & 1481 listed • CSFM approved • ANSI Cadence pattern output capability built-in Connection to Local Fire Control The 5495 may be connected to a local fire control which utilizes Class A or Class B type notification circuits operating between 9 and 32 VDC. The control panel's notification circuit is connected to one of the inputs on the 5495. The control panel's notification circuit end -of -line resistor is also connected across two terminals on the 5495, which provides supervision between the 5495 and the fire control panel. Polarized audible and/or visual notification devices are then connected to the 5495 signal circuits using the Model 5495 Distributed Power Module 4.7k11 end -of -line resistors provided. Since the 5495 draws very little power from the control, it is possible to connect one 5495 to each notification circuit on the control panel and still provide full supervision of the notification circuits all the way back to the control panel. SILENT KNIGHT by Honeywell Model 5495 Distributed Power Module Supervision The 5495 supervises a variety of functions including: • Low AC power • Low battery condition • Earth ground fault • Auxiliary output power limit condition • EOL supervision trouble or power limited condition at an output When a trouble condition occurs, the 5495 creates a trouble condition on the host control signal circuits to which it is connected. the 5495 still maintains the ability to be activated by the host control. In addition, the 5495 provides a Form C trouble relay output as an alternative to using the notification circuit trouble. Electrical Specification AC input: 120 VAC at 2 amps Output: 24 VDC at 6 amps Current: Standby Alarm Auxiliary power circuit: Notification circuits: Output configuration: Amps per output circuit: Notification circuit output: No. of inputs Input configuration: 75 mA 175 mA 1 4 2 Class A (Style Z) 4 Class B (Style Y) (1 Class A & 2 Class B) 3.0 (6.0 amps total) 20.4 to 27.3 VDC @ 3.0 amps each, 4.7 ki2 EOL resistor required on each Class B circuit 2 2 Class B or 2 Class A Input voltage range: 9 - 32 VDC Battery charging capacity: 33.0 AH Ambient temp.: 32° to 120° F 0° to 49° C Mechanical Dimensions: 12.25" W x 16" H x 3"D(30.88cmW x 40.64 cm H x 7.62 D cm) Indicator (Lights AC power on : Green Battery trouble: Yellow Ground fault: Yellow Aux trouble: Yellow Output troubles (1-4): Yellow Approvals: UL: 864 & 1481 NFPA: 72 CSFM Model 5495 Block Diagram Signal Circuit Output Signal Circuit Output Signal 1 Input Signal 2 Input (Optional) 120 VAC Local Fire Control Distributed Power Module 5495 Trouble Output (Alternative to notification circuit trouble.) Signal 1 Signal 2 Signal 3 Signal 4 Aux. Power SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927. Phone: (800) 328-0103, Fax: (763) 493-6475. MADE IN AMERICA FORM# 350395 Rev B, 12/05 Copyright © 2005 Silent Knight PS -1270 12 Volt 7.0 AH Rechargeable Sealed Lead Acid Battery Terminals (mm) • F1 - Quick disconnect tabs, 0.187" x 0.032" - Mate with AMP. INC. FASTON "187" series -OR- • F2 - Quick disconnect tabs, 0.250" x 0.032" - Mate with AMP. INC FASTON "250" series F1 -32-I 1) 14.75 F2 l -3.4H -I 635 I-6,35-1 I -7.95H =oa =08 Physical Dimensions: in (mm) - T W Sealed Rechargeable Battery pry MODE' e PS -1270 E1 v.pr fl, wwgnrwr.onlc cum HT 1 L 1: 5.95 (151) W: 2.56 (65) H: 3.70 (94) HT: 3.86 (98) Tolerances are +/- 0.04 in. (+/- lmm) and +/- 0.08 in. (+/- 2mm) for height dimensions. All data subject to change without notice. Features • Absorbent Glass Mat (AGM) technology for superior performance • Valve regulated, spill proof construction allows safe operation in any position • Power/volume ratio yielding unrivaled energy density • Rugged impact resistant ABS case and cover (UL94-HB) • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified • U.L. recognized under file number MH 20845 Performance Specifications Nominal Voltage 12 volts (6 cells) Nominal Capacity 20 -hr. (350mA to 10.50 volts) 7.00 AH 10 -hr. (650mA to 10.50 volts) 6.50 AH 5 -hr. (1.2A to 10.20 volts) 6.00 AH 1 -hr. (4.5A to 9.00 volts) 4.50 AH 15 -min. (14A to 9.00 volts) 3.50 AH Approximate Weight 4.80 lbs. (2.18 kg) Energy Density (20 -hr. rate) 1.49 W-h/in3 (90.95 W-h/I) Specific Energy (20 -hr. rate) 17.50 W-h/Ib (38.58 W-h/kg) Internal Resistance (approx.) 23 milliohms Max Discharge Current (7 Min.) 21.0 amperes Max Short -Duration Discharge Current (10 Sec.) 70.0 amperes Shelf Life (% of nominal capacity at 68°F (20°C)) 1 Month 97% 3 Months 91% 6 Months 83% Operating Temperature Range Charge -4°F (-20°C) to 122°F (50°C) Discharge -40°F (-40°C) to 140°F (60°C) Case ABS Plastic Power -Sonic Chargers PSC -12800A, 12800A -C To ensure safe and efficient operation always refer to the latest edition of our Technical Manualas published on our website. .. I.1.- . 1. 11 - www.power-sonic.com /��i������� ,////�/ /a/ /450N/C PS -1270 12 Volt 7.0 AH Capacity Retention Ratio (%) Discharge Time 100 80 60 40 0 t E Shelf Life & Storage 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 5 2 1 30 10 5 Ambient Temperature 20°C (68°F ' Charging is not necessary unles 100% of capacity is required. \111111.. Discharge Depth 100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient Current Current: Temperature: 1 0.2C 0.1C Final Voltage 1.7V/Cell) 5°C \\ ' ' Charging before use is necessary to help recover full capacity. 10.2V lk (41°F)- ,` 9.6V . 0.35 - Chargemayfail to restore full capacity. Do not let batteries rea ch this state. 9.0V 40°C (104°F) 1.4 30°C _(86°F) 1 Final Voltage 20°C 8.1V 20°C 0°C 1 I (68°F) 1 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 5 2 1 30 10 5 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) (104°F) (68°F) (32°F) Charging Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage (under charge) reaches 14.4 to 14.7 volts at 68°F (20°C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Chargers Power -Sonic offers a wide range of chargers suitable for batteries up to 100AH. Please refer to the Charger Selection Guide in our specification sheets for "C -Series Switch Mode Chargers" and "Transformer Type A and F Series". Please contact our Technical department for advice if you have difficulty in locating suitable models. Terminal Voltage (V) 14.0 13.0 12.0 11.0 10.0 Retention Capacity (%) Retention Capacity (%) 9.0 8.0 Discharge Characteristics Ambient Temperature 20°C (68°F Discharge Depth 100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient Current Current: Temperature: 1 0.2C 0.1C Final Voltage 1.7V/Cell) Final Voltage 10.5V \\ 10.2V lk 9.6V \\ 0.35 - 9.0V \ 40°C 1.4 Final Voltage 8.1V 20°C 0°C 1 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) (104°F) (68°F) (32°F) Charging Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage (under charge) reaches 14.4 to 14.7 volts at 68°F (20°C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Chargers Power -Sonic offers a wide range of chargers suitable for batteries up to 100AH. Please refer to the Charger Selection Guide in our specification sheets for "C -Series Switch Mode Chargers" and "Transformer Type A and F Series". Please contact our Technical department for advice if you have difficulty in locating suitable models. Terminal Voltage (V) 14.0 13.0 12.0 11.0 10.0 Retention Capacity (%) Retention Capacity (%) 9.0 8.0 Discharge Characteristics 1.2 2.4 6 12 24 36 48 1 2 100 80 60 40 20 min 1I Discharge Time 4 6810 2040 h-1 Life Characteristics in Stand -By Use -.. Ambient Temperature 20°C (68°F) ■■■■■■■■■' ■■■ ■■■ ■■ ■■■■■■■■■■ Float Charging Voltage 2.25 - 2.30 V/Cell 0 0 120 100 80 60 40 20 0 2 3 Years 4 Life Characteristics in Cyclic Use Ambient Temperature 20°C (68°F Discharge Depth 100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient Current Current: Temperature: 1 0.2C 0.1C Final Voltage 1.7V/Cell) 3. 20°C to 25°C (68°F to 77°F) lk 0.70 0.35 - 3.5 1.4 Final Voltage 7.0 1 1 114 1.2 2.4 6 12 24 36 48 1 2 100 80 60 40 20 min 1I Discharge Time 4 6810 2040 h-1 Life Characteristics in Stand -By Use -.. Ambient Temperature 20°C (68°F) ■■■■■■■■■' ■■■ ■■■ ■■ ■■■■■■■■■■ Float Charging Voltage 2.25 - 2.30 V/Cell 0 0 120 100 80 60 40 20 0 2 3 Years 4 Life Characteristics in Cyclic Use 200 400 600 800 1000 1200 Number of Cycles Further Information Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc.. Contact Information www.power-sonic.com DOMESTIC SALES Tel: +1-619-661-2020 Fax: +1-619-661-3650 national-sales@power-sonic.com CUSTOMER SERVICE Tel: +1-619-661-2030 Fax: +1-619-661-3648 customer-service@power-sonic.com TECHNICAL SUPPORT Tel: +1-619-661-2020 Fax: +1-619-661-3648 support@power-sonic.com INTERNATIONAL SALES Tel: +1-650-364-5001 Fax: +1-650-366-3662 international-sales@power-sonic.com CORPORATE OFFICE • 7550 Panasonic Way • San Diego, CA 92154 • USA • Tel: +1-619-661-2020 • Fax: +1-619-661-3650 0211 1M © 2011. Power -Sonic Corporation All rights reserved. All trademarks are the property or their respective owners Discharge Depth 100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient Current Current: Temperature: 1 0.2C 0.1C Final Voltage 1.7V/Cell) 3. 20°C to 25°C (68°F to 77°F) 200 400 600 800 1000 1200 Number of Cycles Further Information Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc.. Contact Information www.power-sonic.com DOMESTIC SALES Tel: +1-619-661-2020 Fax: +1-619-661-3650 national-sales@power-sonic.com CUSTOMER SERVICE Tel: +1-619-661-2030 Fax: +1-619-661-3648 customer-service@power-sonic.com TECHNICAL SUPPORT Tel: +1-619-661-2020 Fax: +1-619-661-3648 support@power-sonic.com INTERNATIONAL SALES Tel: +1-650-364-5001 Fax: +1-650-366-3662 international-sales@power-sonic.com CORPORATE OFFICE • 7550 Panasonic Way • San Diego, CA 92154 • USA • Tel: +1-619-661-2020 • Fax: +1-619-661-3650 0211 1M © 2011. Power -Sonic Corporation All rights reserved. All trademarks are the property or their respective owners INTELLIKNIGHT ACCESSORY ftN SILENT KNIGHT by Honeywell SK -Photo, SK -Photo -T and SK-PhotoR Intelligent Photoelectric Smoke Sensors The SK -Photo is a photoelectric smoke detector, the SK -Photo -T is a photoelectric smoke detector with thermal and SK-PhotoR is a photoelectric detector with remote test capability. These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IntelliKnight Fire Alarm Control Panels (FACPs). For more information about the IntelliKnight system, or to locate your nearest source, please call 800-328-0103. Description SK -Photo and SK -Photo -T are plug-in type smoke sensors that combine a photoelectric sensing chamber with addressable analog communications. Point ID capability allows each detector's address to be set with rotary address switches, providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels. SK -Photo and SK -Photo -T have a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. In the SK -Photo -T, dual electronic thermistors add 135 F (57 C) thermal technology to maximize detection. The SK-PhotoR is a remote test capable detector for use with the DNR/DNRW duct smoke detector. (not included) Features • Sleek, low -profile design • Base included • Reliable analog communications for trouble-free operation • Age resistant polymer housing • Dual electronic thermistor design on the SK -Photo -T • Superior EMI resistance for reliability • Simple field cleaning for code compliance • Variety of mounting options to meet any application • Dual LED indicators for 360 visibility • Detector transmits signal to indicate maintenance is required • Optional remote LED annunciator (System Sensor® PN RA100Z) • Plug-in mounting provides ease of installation • Tamper -proof feature available on mounting bases • Listed for use in duct applications • Rotary address switches for fast installation • UL Listed • FM Approved Specifications Physical Height: 2.0" (5.0 cm) Diameter: 4.1" (10.4 cm) installed in B501 base Electrical Operating Voltage: 15-32 VDC Standby Current: 300 pA @ 24 VDC Maximum Alarm Current: 6.5 mA @ 24 VDC max (with LED on) Environmental Operating Temperature SK -Photo: 32 — 120 F (0 C — 49 C) SK -Photo -T: 32 — 100 F (0 C — 38 C) Humidity: 10% — 93% non -condensing Other Ratings SK -Photo -T Thermal: Fixed temperature set point 135 F (57 C) Velocity: 0 — 4000 fpm (0 — 20 m/sec) • SK -Photo (Base included) Installation The SK -Photo and SK -Photo -T plug into a compatible IntelliKnight-series detector base. The SK-PhotoR is a remote test capable detector head included within the DNR (W) duct smoke detector. Compatibility SK -Photo, and SK -Photo -T are compatible with the following detector bases: B210LP 6" base (included) B501 2 wire base B224RB Relay base B224B1 Isolator base B200SR Sounder base The SK -Photo, SK -Photo -T, and SK- PhotoR are compatible with the following IntelliKnight FACPs: 5820XL 5820XL-EVS 5808 5700 5600 (Rev 2.0 or higher) . 1 - •-- Model SK -Photo, SK -Photo -T and SK-PhotoR Intelligent Photoelectric Smoke Sensors Engineering Specifications The contractor shall furnish and install where indicated on the plans, Intelligent photoelectric smoke sensors Silent Knight SK -Photo or SK -Photo -T with thermal. The combination detector head, and twist -lock base, shall be UL listed and compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with SK -Photo or SK -Photo -T. Base shall be the appropriate twist -lock base part number B210LP (included). The PhotoR is a remote test capable detector for use with DNR(W) duct smoke detectors. (not included). The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady. The detector may be reset by actuating the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal -resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SK -Photo shall automatically perform a functional test of the detector. The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. SLC IN OUT earl i 0,1,1 Compatible FACP RA100Z (Optional) Class A Optional Wiring Wiring SK -Series Detector Mounting Bases )1` SILENT This document is not intended to be used for installation purposes. We try to KNIGHT keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com by Honeywell MADE IN AMERICA FORM# 350118 Rev E © 2013 Honeywell International Inc. B501 and B210LP Intelligent Detector Bases B501 and B210LP plug in detector mounting bases, are just two of the variety of ways to intall detectors in any application. For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103 or in Connecticut, call (203) 484-7161. Description The B210LP 6" Mounting Base and the B501 4" Mounting Base are plug in detector bases for SK style detectors intended for use with Silent Knight IntelliKnight series fire alarm control panels (FACPs). The B210LP and B501 have screw terminals for power (+) and (-) and remote annunciator connections. Communication takes place over the power (+) and (-) lines. Features • Plug-in mounting provides ease of installation • Tamper -proof feature prevents removal of the detector without the use of a tool • Range of mounting options to meet any application • B501 allows for aesthetically pleasing installation with Recessed Mounting Kit (PN RMK400) • Rotary address switches for fast installation • Optional remote LED annunciator (PN RA100Z) • SEMS screws, 12-22 AWG • UL Listed Installation The B210LP and B501 can be mounted on a variety of junction boxes as shown in the tables below. U.S. Junction box Selection Guide* Model Single Gang 3.5" Oct 4" Oct 4" Sq B210LP Yes Yes Yes Yes B501 No Yes No No Metric Junction box Selection Guide* Model 50 mm 60 mm 70 mm 75 mm B210LP No No No No B501 Yes Yes Yes No B210LP Base B501 Base Compatibility The B210LP and B501 are compatible with the following SK -series detectors: • SK -Photo Photoelectric Smoke Detector and SK--Photo-T Photoelectric Smoke Detector with Thermal • SK -Acclimate Multicriteria Photoelectric Smoke Detector • SK -Ion Ionization Smoke Detector • SK -Heat Fixed Temperature Thermal Detector, SK -Heat-ROR Rate -of -Rise Detector with Thermal, and SK -Heat -HT Fixed High Temperature Thermal Detector The B210LP and B501 are compatible with the following IntelliKnight FACP's: 5700 5808 5820XL laSILENT KNIGHT INTELLIKNI A E •RY Model B501 and B210LP RA100Z (Optional) Optional Return LooF..._.....__,„__.__._._._...__... B501 and B210LP Mounting Bases Specifications Physical B210LP Diameter: 6.1” (155 mm) B501 Diameter: 4.1" (104 mm) Electrical Wire Gauge: 18-12 Terminals: Terminal 1: Power (—) and Optional RA100Z Terminal 2: Power (+) Terminal 3: Optional RA100Z Remote Annunciator Environmental Operating Temperature: 32 F — 150 F (0 C — 66 C) Humidity: 10% — 93% non -condensing Ordering Information B210LP 6" Mounting Base B501 4" Mounting Base Accessories RA100Z RMK400 XR2B M02-04-01 M02-09-00 XP -4 T55-127-000 BCK-200B Remote LED Annunciator. Recessed Mounting Kit. Provides low profile for use with B501. Detector Removal Tool. A removal and replacement tool for SK plug-in detectors. Includes the T55-127-000. Detector Test Magnet. Test Magnet with Telescoping Handle. Extension Pole for XR2B. Extends from 5 — 15 ft. Detector Removal Head. Black Detector Kit. For SK series detectors. SILENT KNIGHT Honeywell by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. www.silentknight.com MADE IN AMERICA FORM# 350995 Rev A ECN 09-520 © 2009 Honeywell International Inc. -. -• SILENT KNIGHT by Honeywell SK -Monitor Intelligent Monitor Module The SK -Monitor module provides an interface to contact devices, such as security contacts, waterflow switches, or pull stations. For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103. Description The SK -Monitor is an addressable monitor module for use with Silent Knight IntelliKnight series fire alarm control panels (FACPs). The SK -Monitor is intended for use in intelligent, two -wire systems, where individual address of each module is selected using the built-in rotary switches. The SK -Monitor supports Class A supervised or Class B supervised wiring to the load device. Conventional 4 -wire smoke detectors can be monitored for alarm and trouble conditions. Features • Single contact monitor • Support for Class A and Class B wiring • Fully supervised • Panel controlled status LED that flashes green in normal state and is solid red in alarm • Attractive ivory cover plate • Rotary address switches for fast installation • SEMS screws for easy wiring • UL Listed Installation The SK -Monitor mounts directly into a 4" square electrical box. The box must have a minimum depth of 2-1/8". A surface mount electrical box (System Sensor® PN SMB500) is available from Silent Knight. Compatibility The SK -Monitor is compatible with the following IntelliKnight FACP's: 5700 5808 5820XL 5820XL-EVS O. SK -Monitor Specifications Physical Height: 4.5" (11.4 cm) Width: 4" (10.2 cm) Depth: 1.25" (3 cm) Shipping Weight: 6.3 oz (196 g) Electrical Operating Voltage: 15 — 32 VDC Current Draw (LED on): 5.0 mA max Operating Current (LED flashing): 375 pA •-- Model SK -Monitor Intelligent Monitor Module 70 NEXT DEVICE ANY' NUMBER CF LL USTED CO ACT CLOSLRE o e ices MAY EE USED. CO MDT MIX FRE, ALARM INTIATNG, BLFEF 1EORY, OR SECURITY DEVICES ONTIE SAYE MODULE. 47K EOL RESISTOR ELR..4 X MONITOR DR 0 I5 Ix XI r -i6 ;61 • Ci- Lb] .Q X $I- f i"}_ ti T# w IIFWTNG DE:VK E CRCUR poc)-NFPA STYLE B POWER UNITED:4E41AMX. O 11VOCWAX INSTALL CCIRIN :T OLD RIFE DEVICES PER YAALFACTUFEFFSINSTALLATION N&T'RJCITDN9. FROM WEL DR L44.€ FREVIDLl9 DEVICE, ODNNECr MODULES 70 LISTED COMPATIBLE CONTROL PANELS DNLY alum LINE CRCLI T BLc) ffi VDC MAX. PAWED FAIR I9 FE3 Ok9IDED ALLWRIN3 MON 18 SUPERVISED ANO POWER LAMED 2 -Wire Initiating Circuit Configuration, NFPA Style B TO NEXT DEVICE ANY NUMBER OF UL LISTED CONTACT CLOSURE DEVICES MAY BE USED DO NOT MIX FIRE ALARM INTIATING, SUPERVISORY, OR SECURITY DEVICES ON THE SAME MODULE. EOL RESISTOR IS INTERNAL AT TERMINALS 8 & 9 MONITOR MODULE n INSTALL CONTACT CLOSURE DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FROM PANEL OR PREVIOUS DEVICE CONNECT MODULES TO LISTED COMPATIBLE NOTIFIER CONTROL PANELS ONLY M NAL_LlN€S. Ua 32 VDC MAX. SHIELDED -TWISTED PAIR IS RECOMENDED ALL WIRING SHOWN IS SUPERVISED AND POWER LIMITED 4 -Wire Initiating Circuit Configuration, NFPA Style D Standby Current: 400 pA max @ 24 VDC (one communication every 5 sec with 47K EOL) 550 pA max @ 24 VDC (one communication every 5 sec with EOL <1 K) 5.5 mA (with LED latched on) LED Current: 5.5 mA (with LED latched on)End-of-Line Resistance: 47K f2 Initiating Device Circuit Wiring Resistance: 1,500 S2 max SLC Loop Resistance: 40 S2 max. Environmental Operating Temperature: 32 F — 120 F (0 C — 49 C) Humidity: 10% — 93% non -condensing Ordering Information SK -Monitor Monitoring Module Accessories SMB500 4" Square Surface Mount Electrical Box SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. For Technical Support, Please call 8200-446-6444. www.silentknight.com MADE IN AMERICA FORM# 350131 Rev D © 2013 Honeywell International Inc. f SYSTEM Indoor Selectable - Output Strobes and Horn Strobes for Ceiling Applications System Sensor L -Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features • Plug-in design with minimal intrusion into the back box • Tamper-resistant construction • Automatic selection of 12- or 24 -volt operation at 15 and 30 candela • Field -selectable candela settings on ceiling units: 15, 30, 75, 95, 115, 150, and 177 • Horn rated at 88+ dBA at 16 volts • Rotary switch for horn tone and two volume selections • Universal mounting plate for ceiling units • Mounting plate shorting spring feature checks wiring continuity before device installation • Electrically Compatible with legacy SpectrAlert and SpectrAlert Advance devices • Compatible with MDL3 sync module • Listed for ceiling mounting only Agency Listings SIGNAUNG USTED S5512 S4011 APPROVED FM approved except for ALERT models 3057383 7125-1653:0504 7135-1653 0503 The System Sensor L.Series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry with lower current draws and modern aesthetics. With white and red plastic housings, wall and ceiling mounting options, System Sensor L -Series can meet virtually any application requirement. The entire L -Series product line of cei ing-mount strobes and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature a plug-in design with minimal intrusion into the back box, making installations fast and foolproof while virtually elim:hating costly and time- consuming ground faults. To further simplify installation, the L -Series utilizes a universal mounting plate so installers can mount them to a wide array of back boxes. With an onboard shorting spring, installers can test wiring continuity before the device is installed. Instalters can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for hom tones with two volume selections. L -Series Specifications Architect/Engineer Specifications General L -Series ceiling -mount strobes and horn strobes shall mount to a standard 4 x 4 x 11/2 -inch back box, 4 -inch octagon back box, or double - gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x 17/8 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, L -Series products, when used with the Sync•Circuit'"' Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync•Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 16.5 and 33 volts. Indoor L -Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full -wave recti'iied unfiltered power supply. Ceiling strobes and horn strobes shall have field -selectable candela settings including 15, 30, 75, 95, 115, 150. and 177. Strobe The strobe shall be a System Sensor L -Series Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L -Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize L -Series strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 4 11/16 x 4 11/16 x 2 1/8 -inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F (0°C to 49°C) Humidity Range 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR1 Operating Voltage Rangel 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range (MDL3) Input Terminal Wire Gauge 8.5 to 17.5V (12 V nominal) or 16.5 to 33 V (24V nominal) 12 to 18 AWG Ceiling -Mount Dimensions (including lens) Ceiling -Mount Surface Mount Back Box Skirt Dimensions (SBBCRL, SBBCWL) 6.8" diameter x 2.5" high (173 mm diameter x 64 mm high) 6.9" diameter x 3.4" high (175 mm diameter x 86 mm high) Notes: 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs. 2. P, S, PC, and SC products will operate at 12 V nominal only for 15 and 30 cd. AVDS86800 UL Current Draw Data UL Max. Strobe Current Draw (mA RMS) Candela 8-17.5 Volts 16-33 Volts DC DC FWR 15 87 41 60 30 153 63 86 75 N/A 111 142 95 N/A 134 164 115 150 177 N/A N/A N/A 158 189 226 191 228 264 UL Max. Current Draw (mA RMS), 2 -Wire Horn Strobe DC Input Temporal High 8-17.5 Volts 16-33 Volts 15cd 30cd 15cd 30cd 75cd 95cd 115cd 150cd 177cd 103 167 71 90 143 165 187 217 254 Temporal Low 96 165 54 71 137 161 185 211 249 Non -Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1K Temporal High 111 164 69 94 147 163 184 229 257 3.1K Temporal Low 103 163 54 88 143 155 185 212 252 3.1K Non -Temporal High 111 172 69 94 144 164 202 229 271 3.1K Non -Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 286 Temporal Low 78 101 151 172 199 229 262 Non -Temporal High 107 135 179 198 223 254 286 Non-Temportal Low 78 101 151 172 199 229 262 3.1K Temporal High 108 135 179 200 225 255 289 3.1K Temporal Low 79 101 150 171 196 229 260 3.1K Non -Temporal High 108 135 179 200 225 255 289 3.1K Non -Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data Horn and Horn Strobe Output (dBA) Switch Position Sound Pattern 1 Temporal dB High 8-17.5 Volts 16-33 Volts DC DC 84 89 FWR 89 2 Temporal Low 75 83 83 3 Non -Temporal High 85 90 90 4 Non -Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non -Temporal High 84 89 89 8 3.1 KHz Non -Temporal Low 77 83 83 AVDS86800 L -Series Dimensions 2.47 1.37 Ceiling -Mount Horn Strobes Ceiling Mount Horn Strobes with Ceiling Surface Mount Back Box L -Series Ordering Information Model Description Ceiling Horn Strobes PC2RL 2 -Wire, Horn Strobe, Red PC2WL 2 -Wire, Horn Strobe, White 2.50 c Ceiling Surface Mount Back Box Model Description Ceiling Strobes SCRL Strobe, Red SCWL Strobe, White SCWL-CLR-ALERT Strobe, White, ALERT Accessories TRC -2 Universal Ceiling Trim Ring Red TRC -2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box, Red SBBCWL Ceiling Surface Mount Back Box, White 'SYSTEM �$ SENSOR 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 ©2017 System Sensor. Product specifications subject to change without notice. Visit systemsensor.com for current product information, including the latest version of this data sheet. AVDS86801 • 03/17 PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR ARIZONA TILE T.I. 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA FILE NUMBER: RA1 DATE: OCT 2, 2018 -DESIGN DATA - REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: NEW OFFICES OCCUPANCY CLASSIFICATION: OH2 DENSITY: .20 GPM/SQ.FT. AREA OF APPLICATION: 945 SQ. FT. COVERAGE PER SPRINKLER: 16'x16' MAX TYPE OF SPRINKLERS CALCULATED: EC PENDENT K=11.2 NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers IN -RACK DEMAND: N/A HOSE STREAMS: 250 GPM TOTAL SPRINKLER WATER FLOW REQUIRED: 256.3 gpm TOTAL WATER REQUIRED (including hose): 506.3 gpm FLOW AND PRESSURE (@ FLG): 256.3 gpm @ 67.7 psi TYPE OF SYSTEM: WET WATER SUPPLY INFORMATION STATIC: 150 PSI RESIDUAL: 20 PSI FLOWING: 7,461 GPM NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVE E TACOMA, WA 98424 PHNE NUMBER: 253-926-2290 NAME OF DESIGNER: MATT GREENE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321) HRS SYSTEMS, INC. FIREMAFICNI OP COM_- ETENCY N -4E $PRINKL R SYSTEM$ Matthew Greene 9819-0311-C Level 3 Patriot Fire Protection, Inc. PA RI P' =9CF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/2/2018 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RAI.SDF JOB TITLE: RA1 WATER SUPPLY ANALYSIS 160.0 140.0 G 120.0 A U 100.0 G E 80.0 p 2A R 60.0 E S S 40.0 U R 20.0 E } • 1 Static: 150.00 psi Resid: 20.00 psi Flow: 7461.0 gpm ( 0.0 . ,_. •_u nmlunnuum u•1 11=1 nnuunnuum 11 I • I NMI. nnn a nnuu�= IMu nnuuu• `NI, p s -14.7 i 16024003200 4000 4800 5600 6400 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated 1 2 lA 2A w LEGEND • Available pressure 149.10 psi @ 506.3 gpm • Required pressure 75.61 psi @ 506.3 gpm • Avail. OnSite Demand Press. 149.10 psi @ 256.3 gpm Req. OnSite Demand Press. 75.61 psi @ 256.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source (2) On Site pressures are based on hose stream . ion at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/2/2018 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RAl.SDF JOB TITLE: RA1 NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 150.0 20.0 7461.0 149.1 506.3 75.6 Available pressure is 73.5 psi (49%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 506.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 256.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SRC -5.0 SOURCE 75.6 256.3 ❑❑E FLG 0.5 73.2 - - - BF1 1.5 72.7 BF2 1.5 67.7 BR 1.5 67.7 TR 28.3 56.1 1 29.6 55.5 2 29.6 55.3 3 30.9 54.7 4 30.2 55.0 5 30.2 54.9 6 29.7 54.9 7 29.1 55.0 8 29.1 54.8 9 29.1 54.7 10 29.1 54.7 11 32.8 52.1 12 32.8 51.8 13 32.8 51.7 14 32.8 50.9 15 32.8 50.4 16 32.8 49.8 17 32.8 - - - - 49.7 - - - 101 12.0 K=11.20 21.1 51.5 102 12.0 K=11.20 21.1 51.4 103 12.0 K=11.20 21.0 51.3 104 12.0 K=11.20 20.8 51.1 105 12.0 K=11.20 20.7 51.0 DATE: 10/2/2018 JOB TITLE: RA1 NFPA3 PIPE DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RAl.SDF • Pipe Tag K-fac Add F1 F1 To Vel Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 1.5 T:59.0 22.50 140 73.2 FLG 0.5 73.2 256.3 BF1 D8.000 L:22.0 88.00 2.4 SRC -5.0 75.6 256.3 8.390 G: 7.0 110.50 0.000 0.0 Pipe: 2 0.0 0.0 1.5 1.00 120 72.7 BF1 1.5 72.7 256.3 BF2 B8.000 L:15.0 15.00 0.4 FLG 0.5 73.2 256.3 8.249 16.00 0.001 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device BF2 1.5 67.7 256.3 BR 5.0 psi, 256.3 gpm BF1 1.5 72.7 256.3 Pipe: 4 0.0 0.0 1.5 2.08 120 67.7 BR 1.5 67.7 256.3 TR B8.000 T:41.0 41.00 0.0 BF2 1.5 67.7 256.3 8.249 43.08 0.001 0.0 Pipe: 5 0.0 0.0 1.5 26.79 120 56.1 TR 28.3 56.1 256.3 1 B8.000 L:15.0 29.00 11.6 BR 1.5 67.7 256.3 8.249 B:14.0 55.79 0.001 0.0 Pipe: 6 0.0 0.0 1.5 19.54 120 55.5 1 29.6 55.5 256.3 2 B8.000 3L:45.0 45.00 0.6 TR 28.3 56.1 256.3 8.249 64.54 0.001 0.0 Pipe: 7 0.0 0.0 1.5 240.00 120 55.3 2 29.6 55.3 256.3 3 B8.000 L:15.0 15.00 0.0 1 29.6 55.5 256.3 8.249 255.00 0.001 0.2 Pipe: 8 0.0 0.0 1.5 41.00 120 54.7 3 30.9 54.7 256.3 4 B8.000 L:15.0 15.00 0.6 2 29.6 55.3 256.3 8.249 56.00 0.001 0.0 Pipe: 9 0.0 0.0 1.5 48.00 120 55.0 4 30.2 55.0 256.3 5 B8.000 2L:30.0 30.00 -0.3 3 30.9 54.7 256.3 8.249 78.00 0.001 0.0 Pipe: 10 0.0 0.0 1.5 29.00 120 54.9 5 30.2 54.9 256.3 6 B8.000 T:41.0 41.00 0.0 4 30.2 55.0 256.3 8.249 70.00 0.001 0.0 Pipe: 11 0.0 0.0 2.6 82.00 120 54.9 6 29.7 54.9 256.3 7 B6.000 2L:22.0 22.00 -0.2 5 30.2 54.9 256.3 6.357 104.00 0.002 0.2 Pipe: 12 0.0 0.0 2.6 48.00 120 55.0 7 29.1 55.0 256.3 8 B6.000 2L:22.0 22.00 -0.3 6 29.7 54.9 256.3 6.357 70.00 0.002 0.2 it DATE: 10/2/2018 JOB TITLE: RA1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RA1.$DF Pipe Tag K-fac Add Fl Fl To Vel Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 8 29.1 7 29.1 0.0 0.0 54.8 256.3 9 55.0 256.3 2.6 B6.000 L:11.0 6.357 Pipe: 14 0.0 102.9 11 2.6 9 29.1 54.7 153.4 10 B6.000 8 29.1 54.8 256.3 6.357 Pipe: 15 0.0 10 29.1 54.7 9 29.1 54.7 Pipe: 16 0.0 11 32.8 52.1 9 29.1 54.7 Pipe: 17 0.0 12 32.8 51.8 11 32.8 52.1 Pipe: 18 11.20 101 12.0 21.1 12 32.8 51.8 Pipe: 19 0.0 13 32.8 51.7 12 32.8 51.8 Pipe: 20 11.20 102 12.0 21.1 13 32.8 51.7 Pipe: 21 0.0 14 32.8 50.9 10 29.1 54.7 Pipe: 22 15 32.8 14 32.8 Pipe: 23 103 12.0 15 32.8 0.0 153.4 14 153.4 0.0 102.9 12 102.9 51.4 13 51.5 101 102.9 1.6 B6.000 6.357 68.50 120 54.8 11.00 0.0 79.50 0.002 0.2 36.00 120 54.7 0.00 0.0 36.00 0.02 0.1 10.00 120 54.7 0.00 0.0 10.00 0.001 0.0 6.1 6.12 120 52.1 B2.500 T:17.0 29.00 1.6 2.635 2L:12.0 35.12 0.030 1.1 6.1 B2.500 2.635 9.17 120 51.8 0.00 0.0 9.17 0.030 0.3 51.5 Disch 19.1 44.00 120 21.1 0.0 A1.000 T: 5.0 9.00 -9.0 51.5 1.049 2L: 4.0 53.00 0.748 39.7 0.0 51.4 102 51.4 3.0 B2.500 2.635 16.00 120 51.7 0.00 0.0 16.00 0.008 0.1 51.4 Disch 19.1 44.00 120 21.1 0.0 A1.000 T: 5.0 9.00 -9.0 51.4 1.049 2L: 4.0 53.00 0.747 39.6 0.0 153.4 15 153.4 9.0 6.12 120 50.9 B2.500 T:17.0 29.00 1.6 2.635 2L:12.0 35.12 0.064 2.2 0.0 102.1 16 9.0 50.4 51.3 103 B2.500 50.9 153.4 2.635 8.00 120 50.4 0.00 0.0 8.00 0.064 0.5 11.20 51.3 Disch 19.0 42.67 120 21.0 21.0 0.0 A1.000 T: 5.0 9.00 -9.0 50.4 51.3 1.049 2L: 4.0 51.67 0.743 38.4 Pipe: 24 0.0 16 32.8 49.8 15 32.8 50.4 Pipe: 25 11.20 104 12.0 20.8 16 32.8 49.8 51.0 17 51.1 104 102.1 6.0 B2.500 2.635 18.67 120 49.8 0.00 0.0 18.67 0.030 0.6 51.1 Disch 19.0 42.67 120 20.8 0.0 A1.000 T: 5.0 9.00 -9.0 51.1 1.049 2L: 4.0 51.67 0.737 38.1 p SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/2/2018 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RAl.SDF JOB TITLE: RA1 Pipe Tag K-fac Add F1 F1 To Vel Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 0.0 3.0 13.33 120 49.7 17 32.8 49.7 51.0 105 B2.500 0.00 0.0 16 32.8 49.8 51.0 2.635 13.33 0.008 0.1 Pipe: 27 11.20 51.0 Disch 18.9 42.67 120 20.7 105 12.0 20.7 0.0 A1.000 T: 5.0 9.00 -9.0 17 32.8 49.7 51.0 1.049 2L: 4.0 51.67 0.735 38.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.132 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 4 it Nr SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/2/2018 P:\DESIGN\HASS\MATTG\ARIZONA TILE\RAl.SDF JOB TITLE: RA1 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 Bulletin 171 Rev. B Model G4 XLO-QR ECLH/ECOH03 Reliable° Quick Response Extended Coverage K11.2 (160 metric) Concealed Pendent (SIN R7146) co Quick -Response for Light Hazard and Ordinary Hazard occupancies Spacing up to 20ft x 20ft (6.1m x 6.1m) Features 1. Extended Coverage protection to 400 ft2 (37.2 m2) per sprinkler. 2. Nominal K -factor of 11.2 (160 metric). 3. Ordinary temperature rated - 165°F (74°C). 4. Flat cover plate with 1/2 inch (13 mm) assem- bly adjustment. 5. Smooth aesthetic ceiling profile. 6. Solid or perforated cover plate available in a wide variety of colors and finishes. 7. Threaded cover plate does not require clips or springs. Approvals 1. Listed by Underwriters Laboratories, Inc. and certified by UL for Canada (cULus). UL Listing Category Sprinklers, Automatic and Open Extended Coverage Sprin- klers -Light Hazard and Ordinary Hazard Occupancy UL Guide Number-VNIV. Product Description The Reliable Model G4 XLO-QR ECLH/ECOH Concealed sprinkler is an Extended Coverage Sprinkler for use in Light Hazard and Ordinary Hazard occupancies with a coverage area of up to 400 square feet (37.2 m2) per sprinkler. The use of extended coverage sprinklers can provide lower installation costs by requiring fewer sprinklers, less piping and reduced labor. The larger K -factor 11.2 (160 metric) provides for reduced pressures to achieve the required flow compared with smaller K -factor sprinklers. The G4 XLO-QR ECLH/ECOH can eliminate the need for precise cutting of drop nipples. The Thread-on/Thread-off cov- er plate assembly provides up to 1/2" (13 mm) of adjustment to allow the cover to fit accurately against the ceiling. The fire protection system need not be shut down when adjusting or removing the Thread-on/Thread-off cover plate assembly. G4 XLO-QR ECLH/ECOH Concealed Design Criteria G4XL0-QR ECLH/ECOH sprinklers are to be installed ac- cording to the design criteria shown in this Bulletin, NFPA 13, and all other local codes and ordinances. Flows and pres- sures, as shown in the Flow Requirements chart on page 2 of this Bulletin, must be selected based on the spacing and hazard classifications. The following criteria also apply: • Minimum sprinkler spacing is 9 ft (2.75 m). • Sprinklers have a minimum flow requirement for each spacing as shown in the Flow Requirements chart on page 2. • Sprinklers are only to be used in systems hydraulically designed per NFPA 13. • Deflector to commodity clearance shall be a minimum of 18 inches (457 mm). • Sprinklers shall be installed in unobstructed construc- tion as defined in NFPA 13. • Sprinklers can be installed under a sloping ceiling not exceeding 2 inches (50.8 mm) of rise in 12 inches (304.5 mm). • Maximum working pressure is 175 psi (12.1 bar) at the sprinkler. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data Sprinkler Model Coverage Area ft2 (m2) Nominal K -factor Temperature RatingCeiling Max. Temp. Maximum Sprinkler Spacing ft (m) Maximum Coverage Area ft2 (m2) Thread Size Approvals (Ipm/barn°F Pressure psi (bar) °C °F °C G4 XLO-QR ECLH/ECOH-QR Concealed Pendent 11.2 (160) 165 74 100 38 20 (6.1) 400 (37.2) 3/a"NPT or ISO 7-1 R3/4 cULus Flow Requirements - Quick Response Spacing ft (m) Coverage Area ft2 (m2) Light Hazard Ordinary Hazard Group 1 Ordinary Hazard Group 2 Flow gpm (Ipm) Pressure psi (bar) Flow gpm (Lpm) Pressure psi (bar) Flow gpm (Ipm) Pressure psi (bar) 14 x 14 (4.3 x 4.3) 196 (18.2) 30 (113.5) 7.2 (0.5) 30 (113.6) 7.2 (0.5) 39 (147.6) 12.1 (0.8) , " f) 256 (23.8) 30 (113.5) 7.2 (0.5) 39 (147.6) 12.1 (0.8) • 18 x 18 (5.5 x 5.5) 324 (30.1) 33 (125.0) 8.7 (0.6) 49 (185.5) 19.1 (1.3) 65 (246.0) 33.7 (2.3) 20 x 20 (6.1 x 6.1) 400 (37.2) 40 (151.0) 12.8 (0.9) 60 (227.1) 28.7 (2.0) 80 (302.8) 51.0 (3.5) Installation Do not install the MODEL G4 XLO-QR ECLH/ECOH in ceilings which have positive pressure in the space above. After installa- tion, inspect all sprinklers to en- sure that both the gap between the cover plate and ceiling and the 4 drive slots in the cup are open and free from any air flow impediment. After a 25/8° (67 mm) diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model G4 Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly until two wrench tangs fully engage drive slots in the top of the cup. The sprin- kler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly care should be taken to prevent damage to the sprin- kler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. A protective cap is provided to protect the drop down deflector from damage which could occur during con- struction before the cover plate is installed. The cap is factory installed inside the sprinkler cup. Remove the cap to install the sprinkler, then replace the cap until the cover plate is installed. THE MODEL G4 XLO-QR ECLH/ECOH SPRINKLER MUST BE INSTALLED ONLY WITH A 135°F RATED COVER PLATE WHICH HAS BEEN LISTED WITH THE SPRINKLER. Model G4 Wrench 2. G4 XLO-QR ECLH/ECOH Concealed Pendent Maintenance Model G4XLO-QR ECLH/ECOH sprinklers should be in- spected and maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler or cover plate assembly, which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged or operated sprinklers. Prior to installation, sprin- klers should be maintained in their original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non- operation. Once operated automatic sprinklers and cover plates cannot be reassembled and reused. New sprin- klers of the same size, type and temperature rating must be installed. A cabinet of replacement sprinklers should be provided for this purpose. Model Model G4XL0-QR ECLH/ECOH Con- cealed Pendent Sprinkler Specification Sprinklers shall be a cULus listed as Quick -Response Extended Coverage sprinklers for Light Hazard, Ordinary Hazard Group 1, and Ordinary Hazard Group 2 occupan- cies. Sprinklers to be of bronze frame construction with brass cover plate and copper alloy retainer flange assembly. Water seal assembly shall consist of a PTFE coated Belleville spring washer and machined brass cup containing no plastic parts. Method of attaching the cover plate to the sprinkler cup shall be a Thread -on and Thread -off design allowing a 1/2" (13 mm) cover plate adjustment. Sprinklers shall have a nominal K -factor of 11.2 (160 metric), and 3/4" NPT threads. Sprin- kler temperature rating shall be 165°F (74°C) with a cover plate temperature rating of 135°F (57°C). Sprinklers shall be capable of a maximum coverage area of 20 ft. x 20 ft. (6.1 m x 6.1 m), with a minimum horizontal spacing of 9 ft. (2.75 m). Rated working pressure shall be 175 psi (12.0 bar). A plastic protective cap shall be provided and factory installed onto the sprinkler cup to protect the sprinkler prior to installa- tion of the cover plate. Cover plate type: [Solid] [Perforated]. Cover plate finish: [White] [Chrome] [Custom Finish -specify]. Quick -Response Extended Coverage Concealed Pendent Sprinklers for Light Hazard and Ordinary Hazard Occupan- cies shall be Reliable Model G4XL0-QR ECLH/ECOH. SIN R7146 (Bulletin 171). Ordering Information Specify: 1. Sprinkler Model: G4XL0-QR ECLH/ECOH (SIN R7146) 2. Cover Plate Finish: [See Cover Plate Finishes chart] 3. Cover Plate Type: [Solid][Perforated] 4. Thread Size: 3/4" NPT unless otherwise specified, ISO 7-1 R3/4 available by special order The installation wrench is Model G4. Sprinkler Identification Number (SIN): R7146 Cover Plate Finishes Standard Finishes 114-1,r:1 Chrome Special Application Finishes Off White Paint Black Paint Custom Color Paint -Specify'> Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(2) 1) Custom color paint is semi -gloss, unless specified otherwise. 2) Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Note: Paint or any other coatings applied over the factory fin- ish will void all approvals and warranties. Fig. 1 - Sprinkler and Cover Plate Dimensions 3. 171FQQ2A FITTING WITH 3/4' NPT 7— SPRINKLER OUTLET r III' 'IH 1 1 2518' (67mm) DIA. HOLE IN L �--� _ r -,L _ CEILING CEILING T TTYrT rir/rrrr/r rrrrrrrrrr pe," 7 1 2-5/8' (67mrn) MAX. FACE OF FITTING TO CEILING DIMENSION rrrrrrrrr �7 rerferfrtff4 -1/2' (13rnm) MAX. COVER ADJUSTMENT Fig. 2 - Installation Dimensions The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliably Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 (800) 848-6051 (914) 829-2042 www.reliablesprinkler.com Sales Offices Sales Fax Corporate Offices Internet Address 11I Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 05/17 P/N 9999970465 Bulletin 034 Rev. F June 2016 Reliable Model G5 Series Sprinklers Available with Solid, Perforated, or Gasket Cover Plate K2.8, 4.2, 5.6, & 8.0 (40, 60, 80, & 115 metric) Standard Coverage, Concealed Pendent Product Features • Flat concealed cover plate available solid or perforat- ed in a variety of finishes. • NEW: Stainless Steel Clad cover plate (see Table H). • 3/4 -inch (19 mm) cover plate adjustment. • Cover plate available with optional gasket. Product Description Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in ac- cordance with NFPA 13. The sprinklers are offered with a standard Model G4 cover plate (solid or perforated), a Model G4 cover plate with a Quick -response (QR) gasket, or a Model G4 cover plate with a Standard -response (SR) gasket. Model G5 sprinklers must only be used with the Model G4 cover plate listed or approved with the sprinkler. All Model G5 series sprinklers use a fusible -link operating element. Table A provides a summary of available Model G5 series sprinklers, along with Listing and Approval in- formation for each sprinkler and cover plate combination. Model G5 Series Sarinkler Summa Model G5 Series Sprinkler Cover Plates Table A Sprinkler Model K -Factor (L/min/bar) Cover to Model Listings and Approvals Sensitivity Max. Working Pressure pi (bar) Sprinkler Identification Number (SIN) G5-28 (40) G4 cULus QR 175 (12) RA3411 F SR G4 QR Gasket cULus QR G4 SR Gasket cULus, FM SR G5-42 (60) G4 cULus QR 175 (12) RA3413 G4 QR Gasket G4 SR Gasket cULus SR (80) G4 cULus QR 250 (17) ,((o FM, LPCB, VdS, CE SR 175 (12) G4 QR Gasket cULus QR 250 (17) G4 SR Gasket cULus SR 250 (17) FM SR 175 (12) G5-56 300 (80) G4 cULus QR 300 (21) RA4014 G4 QR Gasket G4 SR Gasket cULus SR G5-80 (815) G4 cULus QR 175 (12) RA3412 G4 QR Gasket G4 SR Gasket cULus SR www.reliablesprinkler.com Model G5-56 Standard Coverage, Concealed Pendent Spr nkler SIN RA3415 Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K -Factor: 5.6 (80 metric) Max Working Pressure: 175 psi (12 bar) 250 psi (17 bar) (cULus only) Material Specifications Fusible Link: Beryllium Nickel Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing washer: Nickel with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sprinkler Temperature Ratings 165°F (74°C) 212°F (100°C) (cULus, FM, LPCB, CE only) Sensitivity (See Table D) Cover Plates Model G4 (Solid or Perforated) Model G4 QR Gasket (cULus only) Model G4 SR Gasket (cULus and FM only) Cover Plate Finishes (See Table D) Sprinkler Wrench Model FC Listings and Approvals cULus Listed (Light & Ordinary Hazard only) FM Approved LPCB Approved VdS Approved [165°F (74°C) only] CE Listed Model G5-56 Sprinkler Components and Dimensions Threads Body Cup Tower Fusible Link Deflector (retracted) Pin (extended) l ' Deflector (extended)��. Model G5-56 Sensitivity 2-5/16" (58 mm) Dia. Figure 3 3/4" (19 mm) Max. Cover Plate Adjustment Model G4 Cover Plate 3-5/16' (84 mm) Dia. Table D Cover Plate Model Listing or Approval Agency cULus FM LPCB, VdS, CE G4 QR SR SR G4 QR Gasket QR -- -- G4 SR Gasket SR SR -- QR: Quick -response SR: Standard -response Bulletin 034 Rev. F June 2016 MEM Page 4 of 8 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information Table G Cover Plate Model Cover Plate Diameter Inch (mm) Recommended Hole Diameter in CeilingDistance Inch (mm)(mm) Cover Plate Adjustment Inch (mm) Min. to Max. Face of Fitting to Ceiling") Inch Min. to Max. Dropped Deflector below Ceiling Inch (mm) Cover Plate Temperature Rating ° F (°C) G4�2) 3-5/16 (84) 2-5/8 (67) 3/4 (19) 1-1/2 to 2-1/4 (38 to 57) 1/4 to 1 (6 to 25) <� 135°F(4) (57°C) or 165°FSS) (74°C) G4 QR Gasket�3� 3-11/16 (94) G4 SR Gasketo� 4 (101 mm) Notes: 1. Face of ftting to ceiling dimensions are based on nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G4 cover plates are available either solid or perforated. 3. Model G4 QR Gasket and Model G4 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G4 QR Gasket and Model G4 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). 5. For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Cover Plate Finishes") Table H Standard Finishes Special Application Finishes White Paint Off White Paint Chrome Black Paint Custom Color Paint — Specifyo) Raw Brass (Lacquered) Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clado) Notes: 1. Paint or any other coating applied over the factory finish will void ail approvals and warranties. Gaskets for Model G4 QR Gasket and Model G4 SR Gasket cover plates are only available in white. 2. Custom color paint is semi -gloss unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Alloy on the back side. Cover plates are not listed or approved as corrosion resistant. Stainless steel clad cover plates are not available perforated. Application Model G5 series sprinklers are standard coverage, flat plate concealed pendent sprinklers. The sprinklers are intended for use in accordance with NFPA 13, as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are available as either Quick - response (QR) or Standard -response (SR) depending on the approval agency and cover plate selected. Model G5 series sprinklers use Model G4 flat cover plates. Model G4 QR Gasket and G4 SR Gasket cover plates are available to limit air and dust movement through the ceil- ing. Bulletin 034 Rev. F June 2016 Listing & Approval Agencies Individual Model G5 series sprinkler may be listed or ap- proved by the following agencies: Underwriters Laboratories, Inc. and UL Canada (cULus) Listing Category: Sprinklers, Automatic and Open Guide Number: VNIV FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) EC -Certificate of Conformity 0832 -CPD -2062 (CE) See Table A and the individual sprinkler data sheets in this Bulletin for listings and approvals applicable to each sprinkler. MEM Page 7 of 8 www.reliablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in accordance with NFPA 13 and the requirements of other applicable authorities having jurisdiction. Model G5 series sprinklers must not be installed in ceilings with positive pressure in the space above. Model G5 series sprinklers are shipped with a protective cap that should remain on the sprinkler until installed. The protective cap should be replaced following installation of the sprinkler and permanently removed only when the cover plate is installed and the sprinkler system is placed in service following construction. Model G5 series sprinkler are installed with the Model FC wrench. The use of any other wrench to installed Model G5 series sprinklers is not permitted and may damage the sprinkler. Temporarily remove the protective cap during installation of the sprinkler. Insert the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model FC wrench is designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is specified in Table I. Installation Torque Table I Sprinkler Threads Recommended Installation Torque (min. — max.) ft -Ib N -m 1/2" NPT or ISO7-1R1/2 8-18 11-24 3/4" NPT or IS07-1 R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Ex- ceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when in- serting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Model FC Sprinkler Wrench Install the cover plate by hand, turning the cover in the clockwise direction until it is tight against the ceiling. For Model G4 QR Gasket and Model G4 SR Gasket cover Bulletin 034 Rev. F June 2016 M. plates, the gasket should be attached to the flange of the cover plate skirt only. Do not glue the gasket in place or allow the gasket to overlap both the cover plate and the flange of the skirt. Maintenance Reliable Model G5 series sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause im- proper operation or non -operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler or cover plate which has been painted (other than factory applied). Properly installed Model G4 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain unobstructed. Replace any sprinkler which has been damaged. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inad- vertent operation or non -operation during a fire event. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler • Model (G5-28, G5-42, G5-56, G5-56 300, G5- 80) • Temperature Ratig [165°F (74°C) or 212°F (100°C)] • Threads (NPT or ISO 7-1) Cover Plate • Model (G4 [Solid], G4 Perforated, G4 QR Gas- ket, G4 SR Gasket) • Finish (See Table G) Sprinkler Wrench • Model FC Page 8 of 8 www.reliablesprinkler.com • P/N 9999970421 INDUSTRIES'1,o1 APPROVED We invented the concept of ` ible fire protection FLEXHEADA QUALITY • Best corrosion resistance Made from 100% 304 stainless steel • Excellent friction loss values One -inch true -bore ID reducing the need to upsize mains and branch lines, 11" available • Pressure surge protection Fully braided connection improves pressure capability and prevents hose damage • Highest maximum working pressure Rated up to 300 psig • No o -rings or gaskets Welded connections reduce potential leak points at the inlet and outlet fitting • Tightest thread tolerances Outlet fitting threads are machined from solid bar stock reducing potential leaks at the sprinkler head fit -up • Extra stability Bracket has a full 6 -inch base to stabilize the sprinkler head during installation, pressurization or activation FLEXHEAD" FEATURES • Is seismically qualified for use, eliminating the need for an oversized ring around the sprinkler head in seismic areas • Has the same product design that is dual listed by both UL and FM • Can be produced domestically to meet all your project requirements • Has serial identification with complete audit tracking of finished goods • Has a comprehensive limited warranty backed by an A++ insurance company • Offers a variety of flexible fire sprinkler connections, suspended ceilings, gypsum board ceilings, institutional applications, cleanroom and duct applications • Offers 1.25" FlexHead`") hose for superior friction loss numbers TABLE OF CONTENTS Introduction Table of Contents Installation Instructions 4 - 7 NFPA 13 Code Language and Seismic Qualification 8 - 9 Friction Loss Data and Specifications 10 - 11 Suspended Ceiling Detail 12 Hose Specification Sheet 13 Bracket Specification Sheet 14 FlexHead Commercial Products 15 FlexHead® Sprinkler Hose Fittings 16 Warranty 17 2 3 Whether your application is commercial, industrial, clean room, or institutional, FlexHeac flexible sprinkler systems can save you time and money by offering reli- able, highly efficient, seismically qualified, and environmentally responsible products. U.S. and international patents pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097. The FlexHead'® name and logo are trademarks of FlexHead Industries, Inc. FGG/BM/CZTM' System Compatible indicates that this product has been tested, and is monitored on an ongoing basis, to assure its chemical compatibility with FlowGuard GoId®, BlazeMaster® and Corzan° pipe and fittings. FGG/BM/CZTM, FlowGuard Gold'k, BlazeMaster°, and Corzan° are licensed trademarks of The Lubrizol Corporation USGBC and LEED are registered trademarks of the U.S. Green Building Council. The FlexHeadr Commercial Products have been tested and evaluated by Spears' for acceptable use with FlameGuard° CPVC Fire Sprinkler products. 800.829.6975 We invented the concept of flexible fire protection' NSTALLATION INSTRUCTIONS - MPTT24-BKT1 Installation of FlexHead Commercial Ceiling Flexible Sprinkler Drop System Recommend the use of proper PPE for installation. MPT-24-BKT1 is approved for use with the standard FlexHead® and SuperFlex`"' Flexible Sprinkler Hose in accordance to NFPA 13, 13D, & 13R for use in wet and dry sprinkler system. The Standard & SuperFlex'" Flexible sprinkler hoses are UL approved for Limited flexibility and are intended for direct sprinkler connection. T E3ar Ceiling Grid Installation The MPT bracket is designed for use on ceiling grids conforming to ASTM C 635*. A. Locate the center of the ceiling tile marking, align the offset screw with that marking for true center of tile installation, Insert one bracket leg at a time, applying a downward pressure on the bracket leg and T -Bar. Screw the self tapping screw using a #2 square head driver. Place the second leg on the T -Bar and repeat process. (Fig. 1) FlexHead'' Standard Tall 2024T, 2036T, 2048T, 2060T, 2072T FlexHead Standard Tall Elbow 2024ET, 2036ET, 2048ET, 2060ET, 2072ET FlexHead Flexible Hose Installation A. Apply Teflon° tape and pipe sealant to the 1" NPT thread. Install into branch outlet. Any direction is acceptable, ensure the hose is allowed at least one bend per installation to allow for seismic movement. (See Friction Loss Chart on page 3 for details.) B. Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. (Fig. 2) SuperFlex'"' 2036SF, 2048SF, 2072SF The MPT bracket is set for 24" center of tile installation, (See back side for additional installation configurations) 'Intended for use on ASTM C 635 intermediate or heavy duty ceilings systems installed in accordance to ASTM C 636. APPROVED Do not wrench on braided hose www.flexhead.corn Secure the Flexl lead Sprinkler '� rop to ikE.Trf 3racket A. Maneuver the flexible sprinkler drop from the branch to the MPT bracket. Review that the hose length, number of bends, and bend radius are applicable for the installation per NFPA guidelines. (See Corresponding hose technical data sheet for installation information.) B. The MPT bracket has an open hub for ease of installation. Open the hinge apparatus by turning the locking shaft 1/ turn. Slide the flexible hose drop into the hub. Ensure the drop is vertical, and the SS Flexible® hose is not applying a substantial moment on the bracket causing sprinkler misalignment. Latch the hinge door close and adjust the sprinkler drop for desired ceiling height. Tightening the set screw till hand tight plus two full revolutions, (130 in-lbs). (Fig. 3a and 3b) C. Install desire sprinkler head, per the manufacturers installation instructions. Ceiling Tile Installation A. The flexible sprinkler drop system with MPT Bracket is able to be installed prior to the ceiling tile installation, preventing the need for sprinkler contractor tile adjustment. B. For ease of tile installation, cut the largest sprinkler hole recommended by the manufacture. The largest hole that is still covered by the sprinkler escutcheon allows for an easier install. C. Angle the tile at 45 degrees and push the tile through the hole and up above the ceiling T -bar, maneuver the tile and allow it to drop in the proper location. (Fig. 4) 800.829.6975 :nstaIiation Complete Installation Configuration 24" Tile - 24/4 Quarter Mark Position 16" Tile - 16/2 Center Position 16" Metal Stud (Web Size > 5") Center Position* 141/2' Wood Stud Center Position* U.S. and International Patent Pending: #6,123,154, 46,119,784, 46,752,218, 47,032,680, 46,488,097 *FM Approved, Installation has not been evaluated by UL 20XXET with MPT-24BKT1 bracket has not been evaluated by UL. We invented the concept of flexible fire protection' NSTALLATION 1NSTRUCTIO1 PO ADO BRACKET Installation of FlexHead'R) Commercial Ceiling Flexible Sprinkler Drop System For use with FlexHead® hoses; 2024T, 2036T, 2048T, 2060T, 2072T 2024ET, 2036ET, 2048ET, 2060ET, 2072ET T -Bar Ceiling Grid Installation The bracket is designed for use on ceiling grids conforming to ASTM C635, 1. Locate the center of the ceiling file marking, then align the screw hole for true center of tile installation. 2. Clip the bracket on the T -Bar Ceiling Grid. 3. Center of the leg section must be on the outside of the T -Bar (Fig. 1). 4. Secure each bracket leg to the T -Bar with #2 Head self tapping screw. r -Fig. 1 MPO Bracket Shown FlexHead® Flexible Hose Installation 1. Apply Teflon® tape and pipe sealant to the 1" NPT thread. Install into branch outlet. Any direction is acceptable, ensure the hose is allowed at least one bend per installation to allow for seismic movement. 2. Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. Do not wrench on braided hose www. lexhead.com Secure the FlexHead® Sprinkler Drop to the Bracket 1. Maneuver the flexible sprinkler drop from the branch to the bracket. Review that the hose length, number of bends, and bend radius are applicable for the installation per NFPA guidelines. (See corresponding hose technical data sheet for installation information on pages 10-11.) 2. The bracket has an open hub for ease of installation. Open the hinge apparatus by tuming the locking shaft IA turn. Slide the flexible hose into the hub. Ensure the drop is vertical and the SS Flexible® hose is not applying a substantial moment on the bracket, causing sprinkler misalignment. Latch the hinge door close and adjust the sprinkler drop for desired ceiling height. Tightening the set screw till hand tight plus 1 full revolution, (100 in -lbs). 3. Install desired sprinkler head per the manufacturer's installation instructions. Bracket Adjustment for Multiple Positions 1. MPO Hub Adjustment - Remove the nut and screw on the hub assembly. Slide out the tab and move to desired position. Insert tab into square opening at desired position and install screw from below. Install nut and tighten to hand tight plus one tum. 2. ADO Hub Adjustment - Loosen screw and nut on each side of the hub, do not remove. Slide the hub to the desired position and tighten screw on each side. Tighten the nut to hand tight plus one tum. 800.829.6975 U.S. and International Patent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097 We invented the concept of flexible fire protection' NFPA 13 CODE LANGUAGE & SEISMIC QUALIFICATION NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION 9.2.1.3.3 Flexible® Sprinkler Hose Fittings. 9.2.1.3.3.1 Listed flexible sprinkler hose fittings and their anchoring components intended for use in installations connecting the sprinkler system piping to sprinklers shall be installed in accordance with the requirements of the listing, including any installation instructions. 9.2.1.3.3.2 When installed and supported by suspended ceilings, the ceiling shall meet ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay -In Panel Ceilings, and shall be installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -In Panels. 9.2.1.3.3.3 When flexible sprinkler hose fittings exceed 6 ft (1.83 m) in length and are supported by a suspended ceiling in accordance with 9.2.1.3.3.2, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft. (1.83 m). 9.2.1.3.3.4 Where flexible sprinkler hose fittings are used to connect sprinklers to branch lines in suspended ceilings, a label limiting relocation of the sprinkler shall be provided on the anchoring component. A. 9.2.1.3.3.3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based on a comparison of the weight of a 6 ft, 1 in (1.8 m) diameter Schedule 40 water -filled unsupported armover weighing approximately 13 Ib (5.9 kg) to the weight of a 6 ft, 1 in. (1.8 m) diameter water -filled flexible hose fitting weighing approximately 9 Ib (4.1 kg). The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 Ib (2.7 kg) and that a suspended ceiling meeting ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems of Acoustical Tile and Lay -In Panel Ceilings, and installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay -In Panels, can substantially support that load. In addition, the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allow the necessary deflections under seismic conditions. A.9.2.1.3.3.4 An example of language for the label is as follows: CAUTION: DO NOT REMOVE THIS LABEL. Relocation of this device should only be performed by qualified and/or licensed individuals that are aware of the original system design criteria, hydraulic criteria, sprinkler head listing parameters, and knowledge of the state and local codes including NFPA 13 installation standards. Relocation of the device without this knowledge could adversely affect the performance of this fire protection and life safety system. Reproduced with permission from NFPA 13-2016, Standard for the Installation of Sprinkler Systems, Copyright© 2015, National Fire Protection Association. This reprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in its entirety. www.flexhead.com SEISMIC CODE REI Typically, each unit consists of a threaded pipe nipple for connecting to the main or branch feeder line, a flexible hose in standard lengths, a reducing fitting that the sprinkler head attaches to, and a mounting bracket, Mounting Bracket t4' The HexHead® hose allows the head to move in any direction during a seismic event without causing damage to the sprinkler system. Ceiling Tile FlexHead® Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural Engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo. Tests were conducted using the International Code Council (ICC) acceptance criteria "ICC -ES AC -156 Seismic Qualification Testing of Nonstructural Components". • More than 90% of the states in the U.S. are adopting the International Building Code (IBC) that address, among other things, the installation of fire sprinkler systems in seismic zones. • The latest version of the IBC defers to ASCE 7 for the sprinkler/ceiling design in Seismic Design Categories 9SDC) C and D, E & F. • In Seismic Design Category C, suspended ceilings are to be designed and installed in accordance with Ceilings & Interior Systems Construction Association (CISCA) recommendations for Zones 0-2; and sprinkler heads and other penetrations shall have a minimum of'/ inch clearance on all sides. 800.829.6975 • In Seismic Design Categories D, E & F, suspended ceilings are to be designed and installed in accordance with CISCA recommendations for seismic Zones 3 and 4 with some additional requirements. Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations shall have a 2 -inch oversized ring, sleeve, or adapter through the ceiling to allow for free movement of at least 1 inch of ceiling movement in all horizontal directions. • Flexible sprinkler connection provide characteristics that exceed the most stringent seismic code requirements. The flexibility of the hose allows the head to move with the ceiling in any direction during a seismic event without causing damage to the sprinkler system. We invented the concept of flexible fire protectionTM -R CT LOSS DAT1 e L FICATIONS , Outlet Model Orifice Number ! Size in(cm) Hose Assembly Length in (mm) Minimum Bend Maximum ' Max Rated Radius Number of ' Equivalent Length of lin. Diameter Schedule 40 Pipe (Ft) ' Pressure 90' Bends , ; PSI (Kpa) • I FM UL (UL) (FM) (FM) (FM) (FM) UL FM 5.6k -factor 8.0k -factor 11.2k -factor 14.0k -factor in (mm) in (mm) i Ft (m) O O (m) O i Ft m Ft m Ftft m (FM) (FM) UL FM 16.8k -factor • 22.4k -factor ; PSI PSI FtFt (m) (m) (Kpa) (Kpa) SUPERFLEX" 1" INTERNAL DIAMETER (ID.) HOSE SERIES 2036SF-50 2048SF-50 2072SF-50 2036SF-75 2048SF-75 2072SF-75 y2 (1.27) (1390) 36 (914) 48 (1219) 72 (1828) 36 (914) I 48 (1219) 72 (1828) 7 (178) (178) 2 (50.8) (50.8) 5 8 . _ 12 5 8 12 2 ) 3 { 1 4 1 2 3 4 30 (9.1) 47 (14.3) 71 (21.6) 29 (8.8) 44 (13.4) 70 (21.3) 1 16.2(4.9) ! 16.9(5.1) 1 11.5 (3.5) 1 - 1 28.7 (8.7) F 29.3 (8.9) 15.4 (4.7) - ( f 53.9 (16.4) 54.3 (16.5) 1 23.2 (7) - 21.5 (6.5) 1 21 6 (6.5) 21.8 (6.6) - 30.5 (9.2) 30.6 (9.3) 31.1 (9.4) ! - j 48.5 (14.7) 1 48.8 (14.8) l 49.9 (15.2) - - 22 (6.7) 30.8 (9.3) 48.6 (14.8) l - - l - - 175 (1205) ' (1 05) 175 (1205) 75 (11205) FLEXHEAD® STANDARD/ TALL COMMERCIAL 1" INTERNAL DIAMETER (ID.) HOSE SERIES 2024T-50 2036T-50 2048T-50 20607-50 2072T-50 2024T-75 2036T-75 20481-75 20601-75 20721-75 11/271 a4 (1.90) 24 (610) 36 (914) 48(1219) 60 (1524) 72 (1828) 24 )610) 36 (914) `,48 (1219) 60 (1524) 72 (1828) 8 (200) 8 (200) 3r (76.2) 3 (762) 3 1 3 4 4 4 3 3 4 4 4 1 2 3 4 4 1 2 3 4 4 11 , 16 24 29 35 1 12 18 23 29 32 18.4 (5.6) ! 7.7 (2.3) 1 7,6 (2.3) 1 - 26.6 (8.1) i 11.5(3.5) 11.5 (3.5) - 30.3 (9.2) i 15.3 (4.6) 15.4 (4.7) - i 35.8 (10.9) 19.1 (5.8) , 19.3 (5.8) } 45.6 (13.9) ! 23.0 (7) 1 23.2 )7) - 1 - 14.7 (4.5) j 21.5 (6.5) 21.6 (6.6) 21.8 (6.6) - 30.5 (9.3) f 30.6 (9.3) 1 29 (8.8) l 1 - 1 39.5 (12) ' 39.6 (12) 36.1 (11) - 1 48.5 (14.7) 1 48.8 (14.9) 1 43.2 (13.1) - - - - - 7.1 (2.1) j 10.9(3.31 14.8 (4.5) 18.7 (5.6) 22.6 (6.8) 1 - - - - - - - - (11205) 175 (1205) 75 (1751205) 175 (1205) FLEXHEAD®TALL ELBOW SERIES 2024ET-50 2036ET-50 2048Ei50 2060E7-50 2072E7-50 2024ET-75 2036ET-75 2048ET-75 2060E7-75 2072E7-75 (1/27) 19 901 24 (610) 36 (914) 48(1219) 60 (1524) 72 (1828) 24 (610) 36 (914) 48 (1219) 8(200) (200) (76.2) (76.2) I 3 3 . 4 4 4 3 3 4 - 4 4 1 1 2 3 4 4 1 2 3 4 4 19 23 27 32 ' 35 141.2 18 23 23 jj 29 32 26 4 (8.0) ! 6.8 (2) 1 7.4 (2.2) 30.1 (9.1) 11.8(3.6) 12.5 (3.8) - 33.8(10.3) 16.9)5.1) 1 17.6(5.3) 37.5 (11.4) 21.9 (6.6) 22.7 (6.9) - (12.5) 27.0 )8.2) 1 27.8 (8.4) - - 1 - 1 14.7 (4.5) J - , 25.2 (7.7) ' 26 (7.9) 21.8 (6.6) ' - I 32.9 (10) 1 j 33 (10) j 29(8.8) 1 ! - a 40.6 (12.3) 40(12.1) 36.1 (11.0) ' - 48.5 (14.7) 1 47 (14.3) 43.2 (13.1) .1 - - - - 8.2 (2.5) 13 (3.91 17.8 (5.4) j ) - - I - - - - - (1205) 175 (1205) 75 (11205) 175 (1205) 60 (1524) 72 (1828) 22.6(6.8) 27.5 (8.3) FLEXHEAD® STANDARD ELBOW 2024E-50 2036E-50 2048E-50 2060E-50 2072E-50 2024E-75 2036E-75 2048E-75 2060E-75 2072E-75 (127) (1/90) 24 (610) 36 (914) 48(1219) 60 (1524) 72 (1828) 24 (610) 36 (914) 48(1219) [ 60(1524) 72(1828) (200) 8 (00) (76.2) 3 (76.2) 3 3 4 4 3 3 4 4 4 1 2 3 4 4 1 2 3 4 4 L 19 23 27 32 35 1 18 23 23 29 1 32 _26.4 )8.0) I - 1 1 1 30.1 (9.2)- 33.8(10.3) - 1 1 f 37.5 (11.4) ' - - - (( 41.2 (12.6) - 1 - 1 - 14.7 (4.5) 1 - - - 1 - - r 21.8(6.6) - - - 29.018.8) 1 - 1 - 1 i - ) 36.1 (11.0) i - - - j 43.2(13.2) 1 - 1 - 1 1 - . - - - - - I - - - - - (11205) 175 (1205) 75 (1205)75 1 175 (1205) Chart continued on the next page Notes: • Model Numbers: The "SF" designates SuperFlex" Hose series. The "50" designates Yz" Outlet Hose series. The "75" designates 3/4" Outlet Hose series. Inlet size 1". • Model Numbers: The "T" designates tall drops length hose series. The "ET" designates tall elbow drop hose series. The "E" designates elbow drop hose series. The "H" designates high pressure 300PSI working pressure hose series. THE "HE" designates high pressure 300PSI elbow hose series. The "F" designates high flow rate using 1 '/4 I.D. hose series. The "DPS" designates dry pendent system hose series. • Max ambient temperature rating on all model numbers are 300 F (148 C) • Equivalent lengths are shown with maximum number of 90° bends at the minimum bend radius per agency. 2-45° or 3-30° bends equal 1-90° bend. Different values were obtained by FM and UL due to the difference in minimum bend radius testing protocol and calculation methods. Please see individual standards for more information relative to Friction Loss (equivalent length of pipe) • All hoses require a minimum of one bend for installation. Bend radius tool available for "T" hose, "SF" hose does not require bend radius tool. • 20XX, SuperFlex" Hose, is UL Listed with MPT-24-BKT1 Bracket with largest k -factor of 16.8. • FM Equivalent length calculation includes Sprinkler Head friction loss. UL equivalent length calculation include the hose only. • FlexHead products are intended for use in hydraulically designed wet, pre -action, deluge or dry pendent sprinkler connections per NFPA 13, 13R and 13D guidelines. • See listing(s) approval agency for latest approval details. www.flexhead.com FRICTION LOSS DATA SPECIFICATIONS (cont'd Model Number Outlet Orifice Size in(cm) Hose Assembly . Minimum Bend Radius Maximum Number of 90° Bends Equivalent Length of lin. Diameter Schedule 40 Pipe (Ft) Max Rated Pressure PSI (R a) Length , in (mm) FM in (mm) UL in (mm) UL FM I (FM) (FM) (FM) (UL) 5.6k -factor { 8.0k -factor 11.2k -factor Ft (m) +Ft (m) ' Ft (m) Ft (m) (FM) (FM) 14.0k -factor' 16.8k -factor Ft (m) Ft(m) (FM) 22.4k -factor ULPSI Ft (m) a) FM PS/ (Oa) FLEXHEAD®HIGH PRESSURE 1" INTERNAL DIAMETER (ID.) HOSE SERIES 2024H-50 ! 2036H-50 2048H-50 I . 2060H-50 2072H-50 ! 2024H-75 2036H-75 " 2048H-75 2060H-75 2072H-75 1 T (1.27) % (1 90) 24 (610) 36(914) 48 (1219) i ! _._.--- ' 60 (1524) 72 (1828) 24 (610) 1 36 (914) 1 48 (1219) . . . 60 (1524) ; 72 (1828) 8 (200) 8 (200) 1 3 1 (76.2) 1 1 3 (76.2)-.__-- 3 i 2 I 3 ' 3 4 , 4 I ._-. ;._ 4 ' 4 1 4 I 4 3 ' 2 3 3 ( 4 4 4 4 4 ' 4 11 I 18.4 (5.6) 16 ; 26.6 (8.1) 24 I 30.3 (9.2) . -.--,- -- 29 35.8 (10.9) 35 I 45.6 (13.9) 12 ! - 18 - 1 23 - 29 - 32 - I 7.7 (2.3) 1 7.6 (2.3) 1 11.5 (3.5) ' 11.5 (3.5) 1 15.3 (4.6) 15.4 (4 7) I 1 ! 19.1 (5.8) 19.3 (5.8) 23 (7) 23.2 )71 14.7 (4.5) I 14.7 )4.5) 21.8 (6.6) ' 21.6 (6.6) ( 1 29 (8.8) 30.6 (9.3) : 36.1 (11.0) 39.6 (12) 43.2 (13.1) I 48.8 (14.8) i - - - 147 )4.5) i 21.8 (6.6) 29 (8.8) 36.1 (11.0) ; 43.2 (13.1) - ! - ! - 1 - 7.1 (2.1) 10.9 (3.3) i 14.8 (4.5) ' --_-- --_ _. 18.7 (5.7) 22.6 (6.8) 1 - 300 PSI 300 PSI (2068Kpa) (2068Kpa) - 1 - , i 300 PSI ) 300 PSI ; (2068Kpa) - (2068Kpa) - { I I I FLEXHEAD® HIGH PRESSURE ELBOW 2024HE-50 2036HE-50 2048HE-50 1 2060HE-50 1 2072HE-50 2024HE-75 2036HE-75 : 20484E-75 d 20604E-75 ' 2072HE-75 ( (12 7) (1.90) 24 (610) L 36 (914) ! _ 48 (1219) ' 60 (1524) 72 (1828) 24 (610) 36 (914) ) 1 48 (1219) ,8 60 (1524) . 1 72 (1828) 8 (200) 00) . 1 31 j (76.2) i 34 (76.2) 3 2 3 , 3 4 4 I 1 4 ; 4 ! 4 I 4 1 3 , 2 1 3 3 1 4 i 4 4 4 4 19 14.7 (4.5) 23 ) 21.8 (6.6) 27 29.0 (8.8) 32 36.1(11) 35 ! 43.2 (13.1 18 j - 23 - 23 - .1 r 29 1 - 32 - 6.8 (2) ; 7.4 (2.2) j 11.8 (3.6) ' 12.5 (3.8) 16.9 (5.1) { 17.6 (5.3) 21.9 (6.6) 22.8 (6.9) 27 (8.2) ! 27.8 (8.4) I 14.7 (4.5) .. 21.8 (6.6) 26 (7.9) T f 29 (8.8) 33 (10) 36.1 (11.0) 40 (12.2) ' 143.2 )13.1) 47 (14.3) - � - - 14.7 (4.5) ! 21.8 (6.6) ) 29 (8.8) 36.1 (11.0) 43.2 (13.1) l - I 8.2 (2.5) 13 (3.9) 17.8 (5.4) _ 22.6 (6.8) 27.5 (8.3) ! ! 300 PSI (2068Kpa) - - ; 300 PSI (2068Kpa) - 1 - 300 PSI (2068Kpa) 300 PSI )2068Kpa) FLEXHEAD® DRY PENDENT SYSTEM 2024 -DPS 2036 DPS 2048 -DPS 2060 -DPS } 2072 -DPS ! (2 654) 24 (610) j 36 (914) 1 48 (1219) 1 60 (1524) ! 72 (1828) (180) 1 - i 1 1 - 2 : t 3 i - 4 : - 4 - I 18.4 (5.6) - 26.6 (8.1) 30.3 (9.2) - 35.8 (10.9) 1 - 45.6 (13.9) 1 I 7.7 (2.3) 7.6 )2.3) 11.5 (2.3) 11.5 (3.5) ! 15_3 (3.5) J 15.4 )4.7) 19.1 (5.8) 19.3 (5.9) 23 (7) ! 23.2 )7) 1 - i i 7.1 (2.1) 10.9 (3.3) } 14.8 (4.5) 1 18.7 (5.7) 22.6 (6.9) j 10.7 (3.3) 15.1 (4.6) I 21.5 (6.5) - 25.3 (7.7) . 26.9 (8.1) I 75 (112 5) ) 1.25" INTERNAL DIAMETER (I.D.) HOSE SERIES 2036F-50 2048F-50 1 (1 27) 2072F-50 2036F-75 t 2048F-75 ( (1390) 2072F-75 ! 2036F-100 1 2048E-100 ! 12.54) 2072F-100 ! 1 36 (914) i r- 48 (1219) 72 (1828) 36 (914) 48(1219) 72 (1828) ! 36 (914) 1 48 (1219 j 72(1828) 7175 (180) (180) 7 (180) I - 1 2 - l 4 i - 1 1- - 2 ! 4 2 i 3 - : 4 1 - 4.1 (1.2) - iJ 5.4 (1.6) 1 8.0 (2.4) j - - - 4.1 (1.2) 4.1 (1.2)V: 5.6 (1.7) 5.7 (1.7) 8.6 (2.6) 1 9.1 (2.7) I - - - � - I 3.4 (1.0) j 3 4 (1.0) 4.8(1.5) 4.8,(1.4) 1 7.6 (2.3) I7.6 (2.3) i - - 3.4 (1.0) 4.8(1.4) 9 7.6(2.3) (1 05) 75 (11205) (112 5) Notes: • Model Numbers: The "SF" designates SuperFlex' Hose series, The "50" designates 16" Outlet Hose series. The "75" designates 3/4" Outlet Hose series. Inlet size 1". • Model Numbers: The "T" designates tall drops length hose series, The "ET" designates tall elbow drop hose series. The "E" designates elbow drop hose series. The "H" designates high pressure 300PSI working pressure hose series. THE "HE" designates high pressure 300PSI elbow hose series. The "F" designates high flow rate using 1-1/ I.D. hose series. The "DPS" designates dry pendent system hose series. • Max ambient temperature rating on all model numbers are 300 F (148 C) • Equivalent lengths are shown with maximum number of 90° bends at the minimum bend radius per agency. 2-45° or 3-30° bends equal 1-90° bend. Different values were obtained by FM and UL due to the difference in minimum bend radius testing protocol and calculation methods. Please see individual standards for more information relative to Friction Loss (equivalent length of pipe) • All hoses require a minimum of one bend for installation. Bend radius tool available for "T" hose, "SF" hose does not require bend radius tool. • 20XX, SuperFlex'" Hose, is UL Listed with MPT-24-BKT1 Bracket with largest k -factor of 16.8. • FM Equivalent length calculation includes Sprinkler Head friction loss. UL equivalent length calculation include the hose only. • FlexHead products are intended for use in hydraulically designed wet, pre -action, deluge or dry pendent sprinkler connections per NFPA 13, 13R and 13D guidelines. • See listing(s) approval agency for latest approval details. 800.829.6975 111 We invented the concept of flexible fire protection' FlexHead® MPO24BKT2 Bracket FlexHead' Suspended Ceiling Detail 111 FlexHead® MPT24BKT1 Bracket 'Allows for bracket installation without pre -installing the ceiling tile FlexHead® Sheetrock Ceiling Detail FlexHead® MPO24BKT2 FlexHead® MPT24BKT1 Bracket J Each FM approved and UL listed unit is ready to install, pressure- and leak -tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FlexHead'"' Standard Hose 3" Bend Radius per UL Guidelines (2 Bends Shown) FlexHead® Standard Hose Shown with 3 Bends Notes: See SuperFlex'. bend radius information on page 9. SuperFlex'" 2" bend radius eliminates the need to count or measure the bends. Ei 800.829.6975 www.flexhead.com REGULAR 1" HOSE MODEL: REGULAR 1" HOSE MODEL: ELBOW 1" HOSE MODEL REGULAR 1-1/4" HOSE MODEL: 20XXH SERIES 20XXSF & 20XXTSERIES 3in 'NPT, CUT GROOVE OPTION WITH 20XXSF Sin L±2 mm ® 1.±2 mm 6. 0 1.315in 1 /7' NPT OR 3/4" NPT FEMALE THREAD 4.501n NP1 20XXE, 20XXHE, & 20XXET SERIES 20XXF SERIES 3in NPT OR 3/4" NPT FEMALE THREAD 0 1.315in 0 1.315in L±20mm L± 1 /7' NPT OR 3/4" NPT FEMALE THREAD SEE CHART 1-1/4" NPTTHREAD OR 1.1/4" CUT GROOVE OPTION AVAILABLE 4.50In 0 1.66in 1/T NPT 3/4' NPT, OR I"NPT FEMALE THREAD MODEL # "Hose Assembly (L) Length Inches (mm)" "Drop ""D"" Size (Inches)" 2024E/2024HE 2036E/2036HE 2048E/2048HE 2060E/2060HE 2072E/2072HE 2024ET 2036ET 2048ET 2060ET 2072ET 24 (610) 36 (914) 48 (1219) 60 (1524) 72 (1828) 24 (610) 36(914) 48 (1219) 60 (1524) 72 (1828) 1.5,3.0,&4.0 5.71 We invented the concept of flexible fire protectionTM BRACKET SPECIFICATION SHEET Multiport Design (For use with T -bar and Metal Stud Applications) Model # MP024BKT2 3/8"-16 NUT 3/8"-16. L=1.0" BOLT—ti Adjustable Design (For use with T -bar, Metal Stud and Chicago Grid Applications): standard sizes are 16", 24", 30" and 48" long Model # AD016BKT3, AD024BKT3, ADO3OBKT3, AD048BKT3 OVIRAL'. IFNGII+ 16. 24 OR 48'1/` PATTERN -1.. 8'. 17 15 OR 24'y^ 1.5- 111 A o .8. 01 3:5 8.7 16.7', OR22.7-^, OPEN HUB DESIGN: "UHO-3" .14" IffI {{{{ RI 55 II i ,)LCI COMIIQ,; A5501264:7 351 2. 53 0 55048' (80( 5.0'I Multi -Position Tall Bracket (For use with T -bar, Wood and Metal Studs): 24" standard size collapsible to 14.5" and 16" long. Model # MPT24BKT1 14.5i n [368.3mrr 1 www.Tlexnead.com {FLEXHEAD® COMMERCIAL PRODUCTS -- 24", 36", 48", 60", 72" hose lengths, Rated working pressure 175psi, optional 300psi. Straight model, Standard 1" ID., optional 11/4" ID. SuperFlexHose Lengths: 36", 48" and 72" 24" Multiport Bracket for T -bar Grid or Metal Stud applications. Model #: MP024BKT2 Hat Channel Bracket System for Metal Stud or Hat Channel applications. Model #: ADO24BKT3 with BKT-HTA Bracket for Confined Space applications having a concrete deck above the ceiling. Model #: UHO-3 800.829.6975 24", 36", 48", 60", 72" hose lengths. Rated working pressure 175psi, optional 300psi. Elbow model. 1 6"/24"/30"/48" Adjustable Bracket for T -bar Grid, Chicago Grid or Metal Stud applications. Model #s: AD016BKT3/AD024BKT3/ADO3OBKT3/ ADO48BKT3 24" Multi -Position Tall Bracket Model #: MPT24BKT1 Armstrong' TechZone Ceiling Bracket for use with Armstrong TechZone Ceiling systems. Available in 6" long. Model #: SPO6TZBKT2 Dry Pendent System for Freezer and Cold Storage applications Model #: 20XX-DPS-UH03 We invented the concept of flexible fire protection' FLEXIBLE SPRINKLER HOSE FITTINGS USE EXI IPLE Suspended Ceilings Institutional SuperFlexTM Cold Storage and Freezer Applications 1J Exhaust Ducts Cleanroom Ceilings Flexible Sprinkler Hose Fittings were developed to satisfy specific needs of the industry, save the industry millions in losses, provide superior seismic protection and promote the installation of sprinklers. They have been evaluated for use by both Underwriters Laboratory and FM approvals and are tested to approval standards that were independently developed by the testing laboratories. The first listing for a Flexible Sprinkler Hose Fitting was in 1990. www.flexhead.com • FLEXHEAD® PRODUCTS LIMITED WARRANTY Flexhead Industries, Inc. warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service when properly installed for a period of one year from date of sale. Our obligation under this warranty is limited to repairing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service. The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility. Notwithstanding the foregoing, the following are specifically excluded from the coverage of this warranty: (a) Any product not manufactured by Flexhead Industries, Inc., including any sprinkler head(s) installed with or attached to a Flexhead Industries, Inc. product, provided, however, Flexhead Industries Inc. hereby assigns the right to enforce any original manufacturer's warranty of such product to the original purchaser of the Flexhead Industries, Inc. product(s). For the avoidance of doubt, Flexhead Industries, Inc. does not manufacture sprinkler heads and, therefore, does not warrant any such products. (b) defects resulting from ordinary wear and tear, including, without limitation, the replacement of the so-called poly bag components of any Flexhead Industries, Inc. product (c) products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc. (d) products that have been subjected to misuse, abusive use, or damage by accident or casualty (e) products that have been installed or used in a manner contrary to our specifications, instructions or recommendation (f) products that have been installed or used in a manner that is not in compliance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and (g) products that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including, without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC) and the National Fire Protection Association (NFPA); and (h) products that have been affected by Microbiologically Influenced Corrosion (MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product. If any provision hereof or any portion of any provision shall be held invalid, the remainder of this Limited Warranty shall not be affected thereby, and all provisions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law. THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUMSTANCES WHATSOEVER, WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. 800.829.6975 o 800.829.6975 to 56 Lowland Street Holliston, MA 01746 PHONE / 508-893-9596 TOLL FREE / 800-829-6975 www.flexhead.com 9 allied UNISTRUT T J E S ucvnlrr Columbia -MBF Spr nkFLEV CI!l I *SVSTEMSI C ��. FLEXHEAI3'' Au. k Konkore,. RH184Wr�r is Heritage-IFITTINGS �INISTFlUT �t� onstruc jon wire, conduit PO! 1lER-STRUT KO TE I SCIt, DTECTRO/IVTube marco FLEXfCryN -c,1bI '1 ,.y j3 �i "T1 Eilt '1LETIflt& CONOJir sowrIoNs Calconduit Calbrite Calbond Calpipe Security Bollards dIOMMUt'JICATIONS NI=ORE?3R[,INt„ 8 Atkore-lnte national. InC.AII rights reserved. FXH-L-4005-1803 • a FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Arizona Tile 11060 Tukwila International BI Permit No.: 18-S-196 Date: October 16, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2..6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). t • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. Mnr EL ECTRI Cinc. COMMERCIAL•I N DUSTRIAL Sebco Developement Fire Alarm Submittals 3/21/18 Kirby Electric Inc. 4826 B St NW. Ste. 101 Auburn, WA 98001 Phone (253) 859-2000 Fax (253)859-2363 r. IntelliKnight® 5808 Single Loop Addressable Fire Alarm Control System The convenience of an addressable fire alarm control panel in a cost-effective easy to use package. IntelliKnight Model 5808 is a 127 point class leading single loop addressable fire alarm control/communicator system. 5808 provides you with the revolutionary value and performance of addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1-800-328-0103, or in Connecticut, call 203-484-7161. Description The basic 5808 system can be enhanced by adding modules such as 5860 remote annunciator, 5824 serial/parallel printer interface module (for printing system reports), and 5496 intelligent power module. 5808 supports Hochiki or SK protocol devices. 5808 also features a powerful built-in dual line fire communicator that allows for reporting of all system activity to a remote monitoring location. Features • Built-in support for up to 127 Hochiki devices or 99 SK detectors and 99 SK modules • Up to 125 zones and 125 output groups • Uses standard wire—no shielded or twisted pair required • Built-in digital communicator • Central station reporting by point or by zone • Supports Class B (Style 4) and Class A (Style 6 or 7) configuration for SLC • Distributed, intelligent power • Drift compensation • 13 pre-programmed output cadences, (including ANSI -3.41), and 4 programmable outputs • Notification circuits can be configured as 2 Class A (Style Z) or 4 Class B (Style Y), or auxiliary power for resettable, constant, or door holder power • Built-in annunciator with 80 -character LCD display • RS -485 bus provides communication to system accessories • Built-in RS -232 and USB interface for programming via a PC • Upload or download programming, event history, or detector status via remote or direct connection • Improvements in SKSS deliver five times faster upload/downloads • Built-in synchronization for appliances from AMSECO, Gentex®, Faraday, System Sensor®, and Wheelock® • One Form C trouble relay rated at 2.5A at 27.4 VDC and two Form C programmable relays rated at 2.5A at 27.4 VDC • Programmable date setting for Daylight Saving Time • Plex-2 door option combines a dead front cabinet door with a clear window, limiting access to the panel while providing single button operation of the reset and silence functions Model 5808 • Integrated dead front panel protects operator from exposure to electrical components • The FACP enclosure features a Plexiglass® viewing window to protect annunciator • Acknowledge function allows operator to keep track of event status Installation The 5800 can be surface or flush mounted. Compatibility The 5808 SLC supports multiple device types of the same protocol: • Hochiki • SK You cannot mix Hochiki and SK devices on a FACP. However, any combination of addressable devices of the same protocol can be used on the 5808. SILENT KNIGHT • • - 1 • - • • 8090 018.• 41. A J I�_ 1111YAi nM MINS AM TANS MCI WAIMOUcm WAN 1,3 KIM Cv 1 VAN l& 4.1111.6 -i- WSW ARIII 5808 5496 Specifications Electrical Primary AC: 120 VRMS at 50/60 Hz, 2.75A Total Accessory Load: 6A @ 27.4 VDC Notification Power: 6A @ 27.4 VDC, power -limited Standby Current: 170 mA Alarm Current: 325 mA Notification & Auxiliary Circuits: 3A @ 27.4 VDC per circuit,power-limited Battery Charging Capacity: 7.0-35.0 AH Battery Size: 18 AH max. allowed in FACP. Larger capacity batteries can be housed in an RBB accessory cabinet Physical Flush Mount Dimensions: 14.5" W x 24.75" H x 3.5" D (36.8 W x 62.9 H x 8.73 D cm) Overall Dimensions: 16" W x 26.4" H x 4.65" D (40.6 W x 67 H x 11.8 D cm) Weight: 28 lbs. (12.8 kg) Color: Red Telephone Requirements: FCC Part 15 and Part 68 approved Type of Jack: RJ31X (two required) Approvals NFPA 13, NFPA 15, NFPA 16, NFPA 70, & NFPA 72: Central Station; Remote Signalling; Local Protective Signalling Systems; Auxiliary Protected Premises Unit; & Water Deluge Releasing Service. Suitable for automatic, manual, waterflow, sprinkler supervisory (DACT non -coded) signalling services. Other Approvals: UL Listed; CSFM 7170-0559: 142; MEA 429-92-E Vol. XIV S -BUS Accessories 5860/R Remote Fire Annunciator Features the same 80 character backlit LCD display keypad and firefighter's key switch as the 5808. 5860 is gray and 5860R is red. 5496 Intelligent Power Module A 6 amp notification power expander that provides four additional power - limited notification appliance circuit outputs. 5880 LED/IO Module Features 40 LED outputs, 8 normally open dry contact inputs and one piezo output. 5865-3 and 5865-4 Remote LED Annunciator Features 30 programmable LED (15 red and 15 yellow) outputs and a piezo sounder. The 5865-4 adds a silence and reset switch to the package. 5824 Serial/Parallel Printer Interface Module Provides one parallel and one RS -232 serial port for connecting a printer to 5808. Use to print a real-time log of system events, detector status reports, and event history. 5883 Relay Board Features 10 general purpose Form C relays. Used with 5880 module. Miscellaneous Accessories 5660 Silent Knight Software Suite PC -base software for FACP programming. Upload and view panel account information, event history, and detector status. 5670 Silent Knight Software Suite End-user facility management software allows viewing of detector status and event history via modem or direct connection. Plex-2 Door Dead front cabinet door with clear window to limit access to the FACP. RBB Remote Battery Box Accessory Cabinet. Use if backup batteries are too large to fit into FACP cabinet. Dimensions: 16" W x 10" H x 6" D(406 mm W x 254 mm H x 152 mm D) SD505-DTS-K Remote test switch that provides remote key operated test function and annunciation of detector alarm with SD505-DUCTR. Hochiki and SK Devices See the specification sheets listed below for a complete listing of the Hochiki and SK devices. 53624 Hochiki Devices Specification Sheet 53623 SK Device Protocol Devices Specification Sheet SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-161 Phone: (800) 328-0103, Fax: (203) 484-7118. www.silentknight.com IntelliKnight & JumpStart are Registered Trademarks of Silent Knight Flexput is a Trademark of Silent Knight MADE IN AMERICA or 350386 Rev. F ECN 09-520 09/09 0. © 2009 Honeywell International Inc. POWER /Vllr PS -1270 12 Volt 7.0 AH Rechargeable Sealed Lead Acid Battery Sq 404 Terminals (mm) • F1 - Quick disconnect tabs, 0.187" x 0.032" - Mate with AMR. INC. FASTON "187" series -OR- • F2 - Quick disconnect tabs, 0.250" x 0.032" - Mate with AMP. INC FASTON "250" series FI I-32� BEM 1475 F2 )-34-1 -I 1635 1-6.35-1 I -7.95H n=08 ..x08 Physical Dimensions: in (mm) 1110 r" sn«wa Rechr.a,e,a MODEL NS -1270 Ft T HT L L: 5.95 (151) W: 2.56 (65) H: 3.70 (94) HT: 3.86 (98) Tolerances are +/- 0.04 in. (+/- lmm) and +/- 0.08 in. (+/- 2mm) for height dimensions. All data subject to change without notice. We've Got The Power.`" Features • Absorbent Glass Mat (AGM) technology for superior performance • Valve regulated, spill proof construction allows safe operation in any position • Power/volume ratio yielding unrivaled energy density • Rugged impact resistant ABS case and cover (UL94-HB) • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified • U.L. recognized under file number MH 20845 Performance Specifications Nominal Voltage 12 volts (6 cells) Nominal Capacity 20 -hr. (350mA to 10.50 volts) 7.00 AH 10 -hr. (650mA to 10.50 volts) 6.50 AH 5 -hr. (1.2A to 10.20 volts) 6.00 AH 1 -hr. (4.5A to 9.00 volts) 4.50 AR 15 -min. (14A to 9.00 volts) 3.50 AH Approximate Weight 4.80 lbs. (2.18 kg) Energy Density (20 -hr. rate) 1.49 W-h/in3 (90.95 W-h/I) Specific Energy (20 -hr. rate) 17.50 W-h/Ib (38.58 W-h/kg) Internal Resistance (approx.) 23 milliohms Max Discharge Current (7 Min.) 21.0 amperes Max Short -Duration Discharge Current (10 Sec.) 70.0 amperes Shelf Life (% of nominal capacity at 68° F (20°C)) 1 Month 97% 3 Months 91% 6 Months 83% Operating Temperature Range Charge -4°F (-20°C) to 122°F (50°C) Discharge -40°F (-40°C) to 140°F (60°C) Case ABS Plastic Power -Sonic Chargers PSC -12800A, 12800A -C To ensure safe and efficient operation always refer to the latest edition of our Technical Manualas published on our website. .. . . ....- , 1 www. • ower-sonic.com ///SONIC PS -127012 Volt 7.0 AH Capacity Retention Ratio (%) Discharge Time 100 80 60 40 0 r Shelf Life & Storage 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 5 2 1 30 10 5 Charging is not necessary unles 100% of capacit! is required. \I\ lillih. ... \ Discharge Depth100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient I Current Current: Temperature: I 0.2C 0.1C Final Voltage 5°C °F)- Charging before use is necessary to help recover full capacity. 10.2V \ \ (41 `... 9.6V . ` . Charge mayfail to restore full capacity. Do not let batteries reac 9.0V \ \ 40°C (104°F) 30°C 20°C fib°F) 1V r_ I -(86°F)( I this state. 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Discharge Time vs. Discharge Current 20 15 10 5 2 1 30 10 5 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) (104°F) (68°F) (32°F) Charging Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage (under charge) reaches 14.4 to 14.7 volts at 68° F (20°C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Chargers Power -Sonic offers a wide range of chargers suitable for batteries up to 100AH. Please refer to the Charger Selection Guide in our specification sheets for "C -Series Switch Mode Chargers" and "Transformer Type A and F Series". Please contact our Technical department for advice if you have difficulty in locating suitable models. Terminal Voltage (V) 14.0 13.0 12.0 11.0 10.0 Retention Capacity (%) Retention Capacity (%) 9.0 8.0 Discharge Characteristics Ambient Temperature 20°C (68°F T Final Voltage pliPP31.5 7.0 I I I 14 1.4 .70 0.35 - 1.2 2.4 6 12 24 36 48 1 2 100 80 60 40 20 min Discharge Time 4 6810 2040 h �l Life Characteristics in Stand -By Use ... Ambient Temperature 20°C (68°F) 11111 ,ew;v,,.1;nr 7777 i.._�,'.',;3 7 ;;i x3fr,��rr•�� 1111 0 0 ■■ ■■ ■■■■■■■■■■ Float Charging Voltage 2.25 - 2.30 V/Cell ■■■ 120 100 80 60 40 20 0 2 3 Years 4 Life Characteristics in Cyclic Use \ Discharge Depth100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient I Current Current: Temperature: I 0.2C 0.1C Final Voltage Final Voltage 10.5V \\ 20°C to 25°C (68°F to 77°F) I 10.2V \ \ 9.6V \\ 9.0V \ \ 40°( 1V 20°( 0°C 1 0.35 0.70 1.4 3.5 7.0 14 Discharge Current (A) (104°F) (68°F) (32°F) Charging Cycle Applications: Limit initial current to 2.1A. Charge until battery voltage (under charge) reaches 14.4 to 14.7 volts at 68° F (20°C). Hold at 14.4 to 14.7 volts until current drops to under 70mA. Battery is fully charged under these conditions, and charger should be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.5 to 13.8 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Note: Due to the self -discharge characteristics of this type of battery, it is imperative that they be charged within 6 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. Chargers Power -Sonic offers a wide range of chargers suitable for batteries up to 100AH. Please refer to the Charger Selection Guide in our specification sheets for "C -Series Switch Mode Chargers" and "Transformer Type A and F Series". Please contact our Technical department for advice if you have difficulty in locating suitable models. Terminal Voltage (V) 14.0 13.0 12.0 11.0 10.0 Retention Capacity (%) Retention Capacity (%) 9.0 8.0 Discharge Characteristics Ambient Temperature 20°C (68°F T Final Voltage pliPP31.5 7.0 I I I 14 1.4 .70 0.35 - 1.2 2.4 6 12 24 36 48 1 2 100 80 60 40 20 min Discharge Time 4 6810 2040 h �l Life Characteristics in Stand -By Use ... Ambient Temperature 20°C (68°F) 11111 ,ew;v,,.1;nr 7777 i.._�,'.',;3 7 ;;i x3fr,��rr•�� 1111 0 0 ■■ ■■ ■■■■■■■■■■ Float Charging Voltage 2.25 - 2.30 V/Cell ■■■ 120 100 80 60 40 20 0 2 3 Years 4 Life Characteristics in Cyclic Use 0 200 400 600 800 Number of Cycles 1000 1200 Further Information Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc.. Contact Information www.power-sonic.com DOMESTIC SALES Tel: +1-619-661-2020 Fax: +1-619-661-3650 national-sales@power-sonic.com CUSTOMER SERVICE Tel: +1-619-661-2030 Fax: +1-619-661-3648 customer-service@power-sonic.com TECHNICAL SUPPORT Tel: +1-619-661-2020 Fax: +1-619-661-3648 support@power-sonic.com INTERNATIONAL SALES Tel: +1-650-364-5001 Fax: +1-650-366-3662 intemational-sales@power-sonic.com CORPORATE OFFICE • 7550 Panasonic Way • San Diego, CA 92154 • USA • Tel: +1-619-661-2020 • Fax: +1-619-661-3650 ® 2011. Power -Sonic Corporation. All rights reserved. All trademarks are the property of their respective owners. 0211 1M Discharge Depth100% Discharge Depth 501 Discharge Depth 30% 1. 2. Discharge Charge Ambient I Current Current: Temperature: I 0.2C 0.1C Final Voltage 1.7V/Cell) 3. 20°C to 25°C (68°F to 77°F) I 0 200 400 600 800 Number of Cycles 1000 1200 Further Information Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc.. Contact Information www.power-sonic.com DOMESTIC SALES Tel: +1-619-661-2020 Fax: +1-619-661-3650 national-sales@power-sonic.com CUSTOMER SERVICE Tel: +1-619-661-2030 Fax: +1-619-661-3648 customer-service@power-sonic.com TECHNICAL SUPPORT Tel: +1-619-661-2020 Fax: +1-619-661-3648 support@power-sonic.com INTERNATIONAL SALES Tel: +1-650-364-5001 Fax: +1-650-366-3662 intemational-sales@power-sonic.com CORPORATE OFFICE • 7550 Panasonic Way • San Diego, CA 92154 • USA • Tel: +1-619-661-2020 • Fax: +1-619-661-3650 ® 2011. Power -Sonic Corporation. All rights reserved. All trademarks are the property of their respective owners. 0211 1M INTELLIKNIGHT ACCESSOR SILENT KNIGHT by Honeywell SK -Photo, SK -Photo -T and SK-PhotoR Intelligent Photoelectric Smoke Sensors The SK -Photo is a photoelectric smoke detector, the SK -Photo -T is a photoelectric smoke detector with thermal and SK-PhotoR is a photoelectric detector with remote test capability. These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IntelliKnight Fire Alarm Control Panels (FACPs). For more information about the IntelliKnight system, or to locate your nearest source, please call 800-328-0103. Description SK -Photo and SK -Photo -T are plug-in type smoke sensors that combine a photoelectric sensing chamber with addressable analog communications. Point ID capability allows each detector's address to be set with rotary address switches, providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels. SK -Photo and SK -Photo -T have a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. In the SK -Photo -T, dual electronic thermistors add 135 F (57 C) thermal technology to maximize detection. The SK-PhotoR is a remote test capable detector for use with the DNR/DNRW duct smoke detector. (not included) Features • Sleek, low -profile design • Base included • Reliable analog communications for trouble-free operation • Age resistant polymer housing • Dual electronic thermistor design on the SK -Photo -T • Superior EMI resistance for reliability • Simple field cleaning for code compliance • Variety of mounting options to meet any application • Dual LED indicators for 360 visibility • Detector transmits signal to indicate maintenance is required • Optional remote LED annunciator (System Sensor® PN RA100Z) • Plug-in mounting provides ease of installation • Tamper -proof feature available on mounting bases • Listed for use in duct applications • Rotary address switches for fast installation • UL Listed • FM Approved Specifications Physical Height: 2.0" (5.0 cm) Diameter: 4.1" (10.4 cm) installed in B501 base Electrical Operating Voltage: 15-32 VDC Standby Current: 300 pA @ 24 VDC Maximum Alarm Current: 6.5 mA @ 24 VDC max (with LED on) Environmental Operating Temperature SK -Photo: 32 — 120 F (0 C — 49 C) SK -Photo -T: 32 — 100 F (0 C — 38 C) Humidity: 10% — 93% non -condensing Other Ratings SK -Photo -T Thermal: Fixed temperature set point 135 F (57 C) Velocity: 0 — 4000 fpm (0 — 20 m/sec) r SK -Photo (Base included) Installation The SK -Photo and SK -Photo -T plug into a compatible IntelliKnight-series detector base. The SK-PhotoR is a remote test capable detector head included within the DNR (W) duct smoke detector. Compatibility SK -Photo, and SK -Photo -T are compatible with the following detector bases: B210LP 6" base (included) B501 2 wire base B224RB Relay base B224B1 Isolator base B200SR Sounder base The SK -Photo, SK -Photo -T, and SK- PhotoR are compatible with the following lntelliKnight FACPs: 5820XL 5820XL-EVS 5808 5700 5600 (Rev 2.0 or higher) �-• Model SK -Photo, SK -Photo -T and SK-PhotoR Intelligent Photoelectric Smoke Sensors Engineering Specifications The contractor shall furnish and install where indicated on the plans, Intelligent photoelectric smoke sensors Silent Knight SK -Photo or SK -Photo -T with thermal. The combination detector head, and twist -lock base, shall be UL listed and compatible with Silent Knight's IntelliKnight fire control panels. The base shall permit direct interchange with SK -Photo or SK -Photo -T. Base shall be the appropriate twist -lock base part number B210LP (included). The PhotoR is a remote test capable detector for use with DNR(W) duct smoke detectors. (not included). The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady. The detector may be reset by actuating the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apparatus. The vandal -resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SK -Photo shall automatically perform a functional test of the detector. The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. SLC IN OUT wCal lC+u Compatible FACP RA100Z (Optional) Class A Optional Wiring Wiring SK -Series Detector Mounting Bases SILENT This document is not intended to be used for installation purposes. We try to KNIGHT keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight by Honeywell 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com MADE IN AMERICA FORM# 350118 Rev E © 2013 Honeywell International Inc. B501 and B210LP Intelligent Detector Bases B501 and B210LP plug in detector mounting bases, are just two of the variety of ways to intall detectors in any application. For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103 or in Connecticut, call (203) 484-7161. Description The B210LP 6" Mounting Base and the B501 4" Mounting Base are plug in detector bases for SK style detectors intended for use with Silent Knight IntelliKnight series fire alarm control panels (FACPs). The B210LP and B501 have screw terminals for power (+) and (-) and remote annunciator connections. Communication takes place over the power (+) and (-) lines. Features • Plug-in mounting provides ease of installation • Tamper -proof feature prevents removal of the detector without the use of a tool • Range of mounting options to meet any application • 6501 allows for aesthetically pleasing installation with Recessed Mounting Kit (PN RMK400) • Rotary address switches for fast installation • Optional remote LED annunciator (PN RA100Z) • SEMS screws, 12-22 AWG • UL Listed Installation The B210LP and B501 can be mounted on a variety of junction boxes as shown in the tables below. U.S. Junction box Selection Guide* Model Single Gang 3.5" Oct 4" Oct 4" Sq B210LP Yes Yes Yes Yes B501 No Yes No No Metric Junction box Selection Guide* Model 50 mm 60 mm 70 mm 75 mm B210LP No No No No B501 Yes Yes Yes No B210LP Base B501 Base Compatibility The B210LP and B501 are compatible with the following SK -series detectors: • SK -Photo Photoelectric Smoke Detector and SK--Photo-T Photoelectric Smoke Detector with Thermal • SK -Acclimate Multicriteria Photoelectric Smoke Detector • SK -Ion Ionization Smoke Detector • SK -Heat Fixed Temperature Thermal Detector, SK -Heat-ROR Rate -of -Rise Detector with Thermal, and SK -Heat -HT Fixed High Temperature Thermal Detector The B210LP and B501 are compatible with the following IntelliKnight FACP's: 5700 5808 5820XL El SILENT KNIGHT n., unit isu IN LLI. I A •R' Model B501 and B210LP ��Stiiane%i,�etuim ��og�o„ w, „ r B501 and B210LP Mounting Bases Specifications Physical B210LP Diameter: 6.1" (155 mm) B501 Diameter: 4.1" (104 mm) Electrical Wire Gauge: 18-12 Terminals: Terminal 1: Power (—) and Optional RA100Z Terminal 2: Power (+) Terminal 3: Optional RA100Z Remote Annunciator Environmental Operating Temperature: 32 F — 150 F (0 C — 66 C) Humidity: 10% — 93% non -condensing Ordering Information B210LP B501 Accessories RA100Z RM K400 XR2B M02-04-01 M02-09-00 XP -4 T55-127-000 BCK-200B 6" Mounting Base 4" Mounting Base Remote LED Annunciator. Recessed Mounting Kit. Provides low profile for use with B501. Detector Removal Tool. A removal and replacement tool for SK plug-in detectors. Includes the T55-127-000. Detector Test Magnet. Test Magnet with Telescoping Handle. Extension Pole for XR2B. Extends from 5 — 15 ft. Detector Removal Head. Black Detector Kit. For SK series detectors. This document is not intended to be used for installation purposes. We try to SILENT keep our product information up-to-date and accurate. We cannot cover all KNIGHT specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight $ 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, by Honeywell Fax: (203) 484-7118. www.silentknight.com MADE IN AMERICA FORM# 350995 Rev A ECN 09-520 © 2009 Honeywell International Inc. SILENT KNIGHT by Honeywell SK -Pull -SA and SK -Pull -DA Intelligent Pull Stations The SK -Pull -SA and SK -Pull -DA are a single action or dual action addressable fire alarm pull station for use with Silent Knight's IntelliKnight fire control panel. Extremely easy to operate, the SK -Pull -DA and SK -Pull -SA provide a fast and practical means of manually initiating a fire alarm signal. The IntelliKnight panel recognizes each manual pull station by its specific address saving precious seconds in determining the location of an alarm. For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103. Description The SK -Pull -SA is a single action pull station requiring only one motion to activate the station. The SK -Pull -DA is a dual action pull station requiring two motions to active the station. Both pull stations are designed to work with Silent Knight Intelliknight series fire alarm control panels (FACPs). Features • Installer can open station without causing an alarm condition • Dual -color LED is visible through handle of station blinks green to indicate normal operation and remains steady red in an alarm condition • Key operated test and reset lock using lock plate actuator • Key matches compatible FACP locks • Meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG) controls and operating mechanisms guidelines (Section 4.1.3[13]) • Meets ADA requirement for 5 lbs maximum pull force to active • Shell, door, and handle molded from durable LEXAN® • Reliable analog communications for trouble-free operation • Braille text on station handle • Handle latches in down position and the word Activated appears, clearly indicating the station has been pulled • Rotary address switches for fast installation • UL Listed, including UL 38, Standard of Manually Actuated Signaling System SU FNT KNIGIl1 by Ham,. SK -Pull -SA SK -Pull -DA Compatibility The SK -Pull -SA and SK -Pull -DA are compatible with the following IntelliKnight FACP's: 5600 5700 5808 5820XL 5820XL-EVS IN LL .NI A •R Model SK -Pull -DA and SK -Pull -SA Intelligent Pull Stations Engineering Specifications The contractor shall furnish and install where indicated on the plans, Addressable Pull Stations, Silent Knight model SK -Pull -SA single action pull station or SK -Pull -DA, dual action pull station. SK -Pull -DA or SK -Pull -SA meet the ADAAG controls and operating mechanisms guidelines, and the ADA requirements for a 5 Ib. maximum pull force to activate the pull station. e� _ ---- Compatible FACP Class A Class A wiring: Class B Wiring: Class B 41 r Wiring SK -Pull -SA & SK -Pull -DA Pull Stations 1 t Specifications Physical Height: 5.5" (14 cm) Width: 4" (10.2 cm) Depth: 5.4 oz. (3.7 cm) Housing Material: LEXAN polycarbonate resin Bi -Colored LED: Blinking Green: Normal Steady Red: Alarm Switch: Single pole, single throw (SPST) normally open (N/O) switch which closes upon activation of the pull station Electrical Operating Voltage: 15-32 VDC Average Operating Current (LED flashing): 300 pA Wire Gauge: Up to 12 AWG (3.1 mm2) Environmental Operating Temperature 32 — 120 F (0 C — 49 C) Humidity: 10% — 93% non -condensing Accessories BG -TR Optional trim ring. SB -1/O Surface backbox SILENT KNIGHT by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203) 484-7118. For Technical Support, Please call 800-446-6444. www.silentknight.com MADE IN AMERICA FORM# 350135 Rev C © 2013 Honeywell International Inc. •-• SILENT KNIGHT by Honeywell SK -Monitor -2 Intelligent Dual Monitor Module The SK -Monitor -2 module is capable of monitoring t simultaneously, making it ideal for waterflow tamper For more information about the IntelliKnight system, call 1-800-328-0103. wo separate Class B circuits switch and flow switch monitoring. or to locate you nearest source, please Description The SK -Monitor -2 is an addressable monitor module with two initiating circuits for use with Silent Knight IntelliKnight series fire alarm control panels (FACPs). The SK -Monitor -2 acts as an interface to contact devices, such as waterflow switches and pull stations. The SK -Monitor -2 supports Class B supervised wiring to the load device. Conventional 4 -wire smoke detectors can be monitored for alarm and trouble conditions. Features • Monitor two circuits, with unique addresses, simultaneously • Support for Class B wiring • Fully supervised • Panel controlled status LED that flashes green in normal state and is solid red in alarm • Attractive ivory cover plate • Rotary address switches for fast installation • SEMS screws for easy wiring • UL Listed SK -Monitor -2 Installation SK -Monitor -2 mounts directly into a 4" square electrical box. The box must have a minimum depth of 2-1/8". A surface mount electrical box (System Sensor® part number SMB500) is available from Silent Knight. Compatibility The SK -Monitor -2 is compatible with the following IntelliKnight FACP's: 5700 5808 5820XL 5820XL-EVS 1 Model SK -Monitor -2 Intelligent Dual Monitor Module To Next Device + Two Initiating Device Circuits NFPA Style B Power Limited 230 pA Max 12 VDC Max n 17 Tel. • Met 0 O U TO T7 ,C) nts Compatible FACP OUT. ;.IN krei 17•1 174 t o U ' Wiring SK -Monitor -2 Modules Specifications Physical Height: 4.5" H x 4" W x 1.25" D Shipping Weight: 6.3 oz (196 g) Electrical Operating Voltage: 15 — 32 VDC Current Draw (LED on): 6.4 mA max Operating Current (LED flashing): 750 pA End -of -Line Resistance: 47K 52 Max IDC wiring resistance: 1,50052 SLC Line Loop Resistance: 4052 max. Environmental Operating Temperature: 32 F — 120 F (0 C — 49 C) Humidity: 10% — 93% non -condensing Accessories SMB500 4" Square Surface Mount Electrical Box SILENT KNIGH by Honeywell This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 Phone: (800) 328-0103, Fax: (203)484-7118. For Tehnical Support, Please call 800-446-6444. www.silentknight.com MADE IN AMERICA FORM# 350124 Rev C © 2013 Honeywell International Inc. *Th, SYSTEM Indoor Selectable - Output Horns, Strobes, and Horn Strobes for Wall Applications System Sensor L -Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modern aesthetics. Features R E • Updated Modern Aesthetics • Small profile devices for Homs and Horn Strobes • Plug-in design with minimal intrusion into the back box • Tamper-resistant construction • Automatic selection of 12- or 24 -volt operation at 15 and 30 candela • Field -selectable candela settings on wall units: 15, 30, 75, 95, 110, 135, and 185 • Horn rated at 88+ dBA at 16 volts • Rotary switch for horn tone and two volume selections • Mounting plate for all standard and all compact wall units • Mounting plate shorting spring checks wiring continuity before device installation • Electrically Compatible with legacy SpectrAlert and SpectAlert Advance devices • Compatible with MDL3 sync module • Listed for wall mounting only Agency Listings SIGNIWNG LISTED S5512 S401 1 APPROVED FM approved except for ALERT models 3057383. 3057072 7125-1653 0504 7135-1653 0503 The System Sensor L -Series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry with tower current draws and modern aesthetics. With white and red plastic housings, standard and compact devices, and plain, FIRE, and FUEGO-printed devices, System Sensor L -Series can meet virtually any application requirement. The L -Series line of wall -mount homs, strobes, and horn strobes include a variety of features that increase their application versatility while simplifying installation, All devices feature plug-in designs with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation and protect devices from construction damage, the L -Series utilizes a universal mounting plate for all models with an onboard shorting spring, so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field -selectable candela settings, automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with two volume selections. L -Series Specifications Architect/Engineer Specifications General L -Series standard horns, strobes, and horn strobes shall mount to a standard 2 x 4 x 1 7/s -inch back box, 4 x 4 x 11 -inch back box, 4 -inch octagon back box, or double -gang back box. L -Series compact products shall mount to a single -gang 2 x 4 x 17/8 -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products for all standard models and a separate universal mounting plate shall be used for mounting wall compact models. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, L -Series products, when used with the Sync•Circuitrm Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync•Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 16.5 and 33 volts. Indoor L -Series products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full -wave rectified unfiltered power supply. Strobes and horn strobes shall have field -selectable candela settings including 15, 30, 75, 95, 110, 135, and 185. Strobe The strobe shall be a System Sensor L -Series Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor L -Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a multiple position switch. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 411/16 x 411/16 x 21/8 -inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Physical/Electrical Specifications Standard Operating Temperature 32°F to 120°F (0°C to 49°C) Humidity Range 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR1,2 Operating Voltage Range 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range MDL3 Sync Module Input Terminal Wire Gauge 8.5 to 17.5 V (12 V nominal) or 16.5 to 33 V (24 V nominal) 12 to 18 AWG Wall -Mount Dimensions (including lens) Compact Wall -Mount Dimensions (including Tens) Horn Dimensions Compact Horn Dimensions 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying 2. Strobe products will operate at 12 V nominal only for 15 cd and 30 5.6"Lx4.7"Wx1.91"D(143mmLx119mmWx49mmD) 5.26" L x 3.46" W x 1.91" D (133 mm L x 88 mm W x 49 mm D) 5.6"Lx4.7"Wx1.25"D(143mmLx119mmWx32mm D) 5.25" L x 3.45" W x 1.25" D (133mm L x 88mm W x 32mm D) power source that is used on some power supply and panel outputs. cd. UL Current Draw Data UL Max. Strobe Current Draw (mA RMS) 8-17.5 Volts 16-33 Volts Candela DC DC Candela Range 15 88 43 30 143 63 FWR 60 83 UL Max. Horn Current Draw (mA RMS) Sound Pattern Temporal dB 8-17.5 Volts 16-33 Volts DC DC FWR High 39 44 54 Temporal Low 28 32 54 75 N/A 107 136 Non -Temporal High 43 95 N/A 121 155 Non -Temporal Low 29 110 N/A 148 179 3.1 KHz Temporal High 39 135 N/A 172 209 3.1 KHz Temporal Low 29 185 N/A 222 257 3.1 KHz Non -Temporal High 42 3.1 KHz Non -Temporal Low 28 Coded High 43 3.1 KHz Coded High 42 47 54 32 54 41 54 32 54 43 54 29 54 47 54 43 54 UL Max. Current Draw (mA RMS), 2 -Wire Horn Strobe, Candela Range (15-115 cd) DC Input Temporal High 8-17.5 Volts 16-33 Volts 15cd 30cd 15cd 30cd 75cd 95cd 110cd 135cd 185cd 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non -Temporal High 106 166 73 94 139 160 182 211 262 Non-Temportal Low 93 156 51 71 119 139 162 190 239 3.1K Temporal High 93 156 53 73 119 140 164 190 242 3.1K Temporal Low 91 154 45 66 112 133 160 185 235 3.1K Non -Temporal High 99 162 69 90 135 157 175 208 261 3.1K Non -Temporal Low 93 156 52 72 119 138 162 192 242 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 83 107 156 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non -Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1K Temporal High 81 105 155 177 196 234 284 3.1K Temporal Low 68 90 145 166 186 222 276 3.1K Non -Temporal High 104 131 177 204 230 264 326 3.1K Non -Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data Horn and Horn Strobe Output (dBA) 8-17.5 16-33 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal Low 75 83 83 3 Non -Temporal High 85 90 90 4 Non -Temporal Low 76 84 84 5 3.1 KHz Temporal High 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non -Temporal High 84 89 89 8 3.1 KHz Non -Temporal Low 77 83 83 9* Coded High 85 90 90 10* 3.1 KHz Coded High 84 89 89 * Settings 9 and 10 are not available on the 2 -wire horn strobes. L -Series Dimensions 5.67 Compact Strobe / Horn Strobe 4.70 (-7nc) Strobe / Hom Strobe L -Series Ordering Information 1.91 1.25 Model Description Wall Hom Strobes P2RL 2 -Wire, Horn Strobe, Red P2WL 2 -Wire, Horn Strobe, White P2GRL 2 -Wire, Compact Horn Strobe, Red P2GWL 2 -Wire, Compact Horn Strobe, White P2RL-P 2 -Wire, Horn Strobe, Red, Plain P2WL-P 2 -Wire, Horn Strobe, White, Plain P2RL-SP 2 -Wire, Horn Strobe, Red, FUEGO P2WL-SP 2 -Wire, Horn Strobe, White, FUEGO Wall Strobes SRL Strobe, Red SWL Strobe, White SGRL Compact Strobe, Red SGWL Compact Strobe, White SRL-P Strobe, Red, Plain SWL-P Strobe, White, Plain SRL-SP Strobe, Red, FUEGO SWL-CLR-ALERT Strobe, White, ALERT 4.70 Compact Horn Horn rf-1- 1.25 Model Description Horns HRL Horn, Red HWL Horn, White HGRL Compact Horn, Red HGWL Compact Horn, White Accessories TR -2 Universal Wal Trim Ring Red TR -2W Universal Wall Trim Ring White SBBRL Wall Surface Mount Back Box, Red SBBWL Wall Surface Mount Back Box, White SBBGRL Compact Wall Surface Mount Back Box, Red SBBGWL Compact Wall Surface Mount Back Box, White Notes: All -P models have a plain housing (no "FIRE" marking on cover) All -SP models have "FUEGO" marking on cover All -ALERT models have "ALERT" marking on cover SYSTEM �$ SENSOR 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 www.systemsensor.com 02017 System Sensor. Product specifications subject to change without notice Visit systemsensorcom for current product information, including the latest version of this data sheet AVDS86503 • 03/17 SYSTEM SENSOR Outdoor Selectable - Output Horns, Strobes, and Horn Strobes for Wall Applications SpectrAlert° Advance outdoor audible visible products are rich with features that cut installation times and maximize profits. Features • Weatherproof per NEMA 4X, IP56 • Listed to UL 1638 (strobe) and UL 464 (horn) • Compatible with System Sensor synchronization protocol and legacy SpectrAlert products • Field -selectable candela settings: 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185 • Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela • Rotary switch for horn tone and three volume selections • Horn rated at 88+ dBA at 16 volts • Rated from -40°F to 151°F • Universal mounting plate with an onboard shorting spring that tests wiring continuity before devices are installed • Plug-in design with minimal intrusion into the back box • Tamper-resistant construction • Listed for ceiling or wall mounting Agency Listings SIGNALING 0 LISTED 54011 (chimes, horn strobes, horns) APPROVED S3593 (outdoor and alert strobes) 3023572 MEA approved MEA452-05-E 7300-1653:187 (outdoor strobes) 7125-1653:188 (horn strobes. chime strobes) 7135-1653189 (horns. chimes) SPECTF Iert SpectrAlert Advance offers the broadest line of outdoor horns, strobes, and horn strobes in the industry. With white or red plastic housings, wall or ceiling mounting options, and plain or FIRE -printed devices, SpectrAlert Advance can meet virtually any application requirement, including indoor, outdoor, wet, and dry applications in temperatures from -40°F to 151°F. Like the entire SpectrAlert Advance line, outdoor horns, strobes, and horn strobes for wall applications include a variety of features that increase application flexibility and simplify installation. First, field -selectable settings. including candela, automatic selection of 12- or 24 -volt operation, horn tones, and three volume options enable installers to easily adapt devices to meet requirements. Next, SpectrAlert Advance devices use a universal mounting plate for both wall and ceiling applications. This mounting plate includes an onboard shorting spring that ensures wiring continuity before devices are installed, so installers can verify proper wiring without mounting the devices and exposing them to potential construction damage. Once the plates are mounted, all SpectrAlert Advance devices utilize a plug-in design with a single captured screw to speed installation and virtually eliminate costly ground faults. Outdoor devices ship with weatherproof plastic back boxes (metal back boxes are available separately) that accommodate in -and - out wiring for daisy chaining devices. Plastic back boxes feature removable side flanges and improved resistance to saltwater corrosion. Knock -outs located on the back eliminate the need to drill holes for screw-in mounting. Plastic and metal weatherproof back boxes come with 3/4 -inch top and bottom conduit entries and 3/4 -inch knock -outs at the back. A screw-in NPT plug with an 0 -ring gasket for a watertight seal is included with each back box. SpectrAlert Advance Outdoor Horn, Strobe, and Horn Strobe Specifications Architect/Engineer Specifications General SpectrAlert Advance outdoor horns, strobes, and horn strobes shall mount to a weatherproof back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, SpectrAlert Advance products, when used with the Sync•CircuitT"' Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync•Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 9 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 17 and 33 volts. Outdoor SpectrAlert Advance products shall operate between —40 and 151 degrees Fahrenheit from a regulated DC or full -wave rectified unfiltered power supply. Strobes and horn strobes shall have field -selectable candela settings including 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The strobe shall be suitable for use in wet environments. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have three audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options shall be set by a multiple position switch. On four -wire products, the strobe shall be powered independently of the sounder. The horn or horn strobe models shall operate on a coded or non -coded power supply. The horn strobe must be installed with its weatherproof back box in order to remain outdoor approved per UL. The horn strobe shall be suitable for use in wet environments. Physical/Electrical Specifications Operating Temperature —40°F to 151°F (-40°C to 66°C) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/FWR or regulated 24 DC/FWR1 Operating Voltage Rangel 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Input Terminal Wire Gauge 12 to 18 AWG Wall -Mount Dimensions (including lens) 5.6"L x 4.7"W x 2.5"D (142 mm L x 119 mm W x 64 mm D) Horn Dimensions 5.6" L x 4.7" W x 1.3" D (142 mm L x 119 mm W x 33 mm D) Wall -Mount Weatherproof Back Box Dimensions (SA-WBB) 5.7" L x 5.1"W x 2.0-D (145 mm L x 130 mm W x 51 mm D) Notes: 1. Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs. 2. P, S, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd. AVDS01201 UL Current Draw Data UL Max. Strobe Current Draw (mA RMS) 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Standard Candela Range 15 123 128 66 71 15/75 142 148 UL Max. Horn Current Draw (mA RMS) Sound Pattern dB Temporal High 8-17.5 Volts 16-33 Volts DC FWR DC FWR 57 55 69 75 77 81 Temporal 30 NA NA Medium 44 49 58 69 94 96 Temporal 75 NA NA Low 38 44 44 48 158 153 Non -Temporal High 57 56 69 75 95 110 115 NA NA NA NA NA NA 181 176 Non -Temporal Medium 202 195 Non -Temporal Low 210 205 Coded High Candela Range 135 NA NA 150 NA NA 42 50 60 69 41 44 50 50 High 57 55 69 75 228 207 Coded 246 220 Coded 177 NA NA 281 251 185 NA NA 286 258 Medium Low 44 51 56 69 40 46 52 50 UL Max. Current Draw (mA RMS), 2 -Wire Horn Strobe, Standard Candela Range (15-115 cd) DC Input Temporal High Temporal Medium 8-17.5 Volts 16-33 Volts 15 15/75 137 147 132 144 15 15/75 79 90 69 80 30 107 97 75 176 157 95 194 182 110 212 201 115 218 210 Temporal Low Non -Temporal High Non -Temporal Medium 132 141 133 143 152 145 66 91 75 77 100 85 93 116 102 154 176 163 179 201 187 198 221 207 207 229 216 Non -Temporal Low 131 144 FWR Input 68 79 96 156 182 201 210 Temporal High 136 155 Temporal Medium 129 152 88 97 112 168 190 78 88 103 160 184 210 218 202 206 Temporal Low Non -Temporal High Non -Temporal Medium Non -Temporal Low 129 142 134 132 151 161 155 154 76 103 85 80 86 112 95 90 101 126 110 105 160 181 166 161 184 203 189 184 194 221 208 202 201 229 216 211 UL Max. Current Draw (mA RMS), 2 -Wire Horn Strobe, High Candela Range (135-185 cd) DC Input Temporal High Temporal Medium Temporal Low 16-33 Volts 135 245 235 232 150 259 253 251 177 290 288 282 185 297 297 292 FWR Input Temporal High Temporal Medium Temporal Low 16-33 Volts 135 150 215 231 209 224 207 221 177 258 250 248 185 265 258 256 Non -Temporal High Non -Temporal Medium Non -Temporal Low 255 242 238 270 259 254 303 309 Non -Temporal High 293 299 Non -Temporal Medium 291 295 Non -Temporal Low 233 219 214 248 232 229 275 262 256 281 267 262 Candela Derating For K series products used at low temperatures, listed candela ratings must be reduced in accordance with this table. Strobe Output (cd) Listed Candela Candela rating at -40°F 15 Do not use below 32°F 15/75 30 75 44 95 70 110 110 115 115 135 135 150 150 177 177 185 185 Horn Tones and Sound Output Data Horn and Horn Strobe Output (dBA) Switch Position 1 2 3 4 Sound Pattern Temporal Temporal Temporal Non - Temporal dB High Medium Low High 8-17.5 16-33 Volts Volts Reverberant Anechoic DC FWR DC FWR DC FWR 78 78 84 84 88 88 74 74 80 80 86 86 71 73 76 76 83 80 24 -Volt Nominal DC FWR 99 98 96 96 94 89 82 82 88 88 93 92 100 100 5 Non- Medium 78 78 85 85 90 90 98 98 Temporal 6 Non- Low Temporal 75 75 81 81 88 84 96 92 7t Coded 8t Coded 90 Coded High 82 Medium 78 Low 75 82 88 88 93 78 85 85 90 75 81 81 88 92 90 85 101 101 97 98 96 92 tSettings 7, 8, and 9 are not available on 2 -wire horn strobe. AVDS01201 SpectrAlert Advance Diagrams Wall -Mount Horn Strobes Wall Plastic Weatherproof Back Box rig Wall -Mount Horn Strobe with Plastic Weatherproof Back Box SpectrAlert Advance Ordering Information Model Description Wall Horn Strobes P2RK*t 2 -Wire Horn Strobe, Standard cd, Red, Outdoor (includes plastic weatherproof back box) P2RHK*t 2 -Wire Horn Strobe, High cd, Red, Outdoor (includes plastic weatherproof back box) P2WK*t 2 -Wire Horn Strobe, Standard cd, White, Outdoor (includes plastic weatherproof back box) P2WHK*t 2 -Wire Horn Strobe, High cd, White, Outdoor (includes plastic weatherproof back box) P4RKt 4 -Wire Horn Strobe, Standard cd, Red, Outdoor (includes plastic weatherproof back box) P4WK 4 -Wire Horn Strobe, Standard cd, White, Outdoor (includes plastic weatherproof back box) P2RHK-120 2 -Wire Horn Strobe, High cd, Red, Outdoor, 120 V (includes plastic weatherproof back box) Wall Strobes SRK*t Strobe, Standard cd, Red, Outdoor (includes plastic weatherproof back box) SRHK*t Strobe, High cd, Red, Outdoor (includes plastic weatherproof back box) SWK*t Strobe, Standard cd, White, Outdoor (includes plastic weatherproof back box) SWHK*t Strobe, High cd, White, Outdoor (includes plastic weatherproof back box) Horns HRKt Horn, Red, Outdoor (includes plastic weatherproof back box) Accessories SA-WBB Red, Metal Weatherproof Back Box SA-WBBW White, Metal Weatherproof Back Box Notes: * Add "-P" to model number for plain housing (no "FIRE" marking on cover), e.g., P2RK-P. t Add "-R" to model number for weatherproof replacement device (no back box included), only for use with weatherproof outdoor flush mounting plate, WTP and WTPW. "Standard cd" refers to strobes that include 15, 15/75, 30, 75, 95, 110, and 115 candela settings. "High cd" refers to strobes that include 135, 150, 177, and 185 candela settings. When replacing standard outdoor units both the device and back box must be replaced. *T SYSTEM $ SENSOR" 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 02012 System Sensor. Produc: specifications subject to change without notice Visit systemsensorcom for current product information, including the latest version of this data sheet. AVDS01201 • 3/12 pATRI0T E PROTECTION. INC. IS- S-/“, Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 926.2290 FAX: (253) 922.6150 Fire Protection Submittal Seismic Bracing Calculations For SEBCO 11060 Tukwila International Blvd Tukwila, WA 98168 For Poe Construction 1519 West Valley Hwy N Auburn, WA 98001 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 pATRI NOINC T Job #1 1-2108 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 EX° (253) 926-2290 fbwetingBusinessWorkM de on 2013 NFPA Pamphlet #13 Tukwila Int Blvd v(253) Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 15' 0" (4.57 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.709 na goo �, "T""'" SUB. PIPE _ p°.'°°' FIPMAYIP Fastener Information ,Fastener Orientation NFPA Type B Maximum Load 630 lbs (286 kg) Diameter 5/8in. Length 4in. Type HILT! KB -TZ WEDGE ANCHOR Brace Identification on Plans 8" RISER Orientation of Brace Riser Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 15ft (4.6 m) 426 lbs (193 kg) —1 :'tentage added for Fittings and Sprinklers 15% 64 lbs (29.03 kg) Total Adjusted Load of all pipe within Zone of Influence 490 lbs (222 kg) (TOLBraceTM Version 8) Use of TOLBraceT^" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 Powering Business Worldwide 8" RISER NFPA Type B 8" Sch.10 Steel Pipe 15'0"(4.57m) Riser 1" Sch.40 7' 0" (2.13 m) 200 45° HILT! KB -TZ WEDGE ANCHOR 5/8in. x 4in. (4,000 PSI Normal Weight Cc 4in. Summary of Pipe within Zone of Influence 8" Sch.10 Steel Pipe (203.2 mm) 15ft (4.6 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 490 lbs (222 kg) 1310 lbs (594 kg) 630 lbs (286 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) CONCRETE WALL PANEL Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com C C NOTES: HILTI KB -TZ WEDGE ANCHORS IN 4,000 PSI NORMAL WEIGHT CONCRETE TOLCO 900 SERIES ATTACHMENT. HILTI KB -TZ CARBON STEEL WEDGE ANCHOR. ANCHOR DIA. 'E' MIN. EFFECTIVE EMBED. DEPTH h°, '0' MIN. EDGE DISTANCE 'S' MIN. SPACING BETWEEN ANCHORS (MAX 12") •H' MIN. BASE MATERIAL THICKNESS ALLOWABLE STRENGTH DESIGN (ASD) MAX. HORIZONTAL LOAD BRACE ANGLE MEASURED FROM VERTICAL SINGLE(LB) 30°•44° 45°-59° 60°•90° 318" 2" 6" 12" 4" 140 201 268 1/2" 2" 6" 12" 4" 157 230 316 112" 31/4" 9 3/4" 12" 6" 315 455 620 5/8" 3118" 91/2" 12" 5" 310 460 635 5/8" 4" 12" 12" 6" 435 630 855 314" 3 3/4" 11 114" 12" 6" 415 620 860 MAX. LOAD INCLUDES OVER STRENGTH FACTOR II0=22.5 PER ASCE 7-10, TABLE 13.6-1 TO SATISFY ACI -318-11. 1.) ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR -1917 (HILTI KB -TZ EXPANSION ANCHOR) FOR ANCHORS IN CRACKED CONCRETE. ALLOWABLE LOADS HAVE BEEN MULTIPUED BY 0.75 FOR ALLOWABLE LOADS GOVERNED BY CONCRETE FAILURE MODES PER ACI 318-11 APPENDIX D, 03.3.3.3 AND INTERACTION BASED ON 0.7.3. 2.) FOR ESSENTIAL FACILITIES, 50 PERCENT OF THE EXPANSION TYPE ANCHORS (ALTERNATE ANCHORS IN ANY GROUP ARRANGEMENT) SHALL BE PROOF TESTED TO TWICE THE ALLOWABLE CAPACITY IN TENSION. IF ANY ANCHOR FAILS, 20 CONSECUTIVE ANCHORS INSTALLED BY THE SAME TRADE MUST THEN ALSO BE TESTED BEFORE RESUMING 60 PERCENT TESTING. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF ANCHOR 3.) FOLLOW ALL WEDGE ANCHOR INSTALLATION REQUIREMENTS PER ICC ESR -1917 (2013) 4.) WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE, AVOID DAMAGING REINFORCING STEEL 5.) WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE. LOCATE PRESTRESSING "L AND AVOID DAMAGING PRESTRESSING STEEL NOTES CONTINUED: 7.) STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 8.) SPECIAL INSPECTION MAY BE REQUIRED PER CODE. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 9.) NOT USED 9.) TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL BE EQUAL TO THE ANCHOR DIAMETER. Seismic Bracing Detail Per NFPA 13, 2013 Figures A.9.3.5.12.1 (a -c) and NFPA 13, 2016 Figures A.9.3.5.12.2 (a -c) &Annex Section E.7.2 CONCRETE ANCHOR "2B" 2.300 'SHOWN DIMENSION SAME FORTOLCO FIG. 910 1.652 .950 "1B"' 1.434 `CONCRETE ANCHOR .0 1 "1D 1.000 "2C' --�•- 1.800 TOLCOm Fig. 980 TOLCO" Fig. 909 "1C .997 "1A" .813 Prying Factors Per NFPA 13, 2016 Section 9.3.5.12.8.2 (A) And Fig. 9.3.5.12.1 Designated Angle Category Eaton Tolco Figure 980 A B 4 C 1 D E F G H I Pr Pr Pr 1 Pr Pr Pr Pr Pr Pr 3.275 1.156 0.844 I 1.461 1.156 1.891 3.478 2.459 2.008 Tolco Figure 909 A B C Pr Pr Pr 2.626 1.002 0.873 D E F G Pr Pr Pr Pr 1.513 1.002 1.516 2.460 4 H I Pr Pr 1.740 1.420 Al dimensions in charts and on drawings are in inches. Dimensions shorn in parentheses are in millimeters unless otherwise specified. B -Line series Seismic Supports TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 ,istt (253) 926-2290 RowelingBusin Wodd ide on 2013 NFPA Pamphlet#13 +(---\ �. 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 15' 0" (4.57 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical g 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.709 L7`T T „• sa CRION M rl UNIVERSAL WMYOOKCSIETE """""� �"MOM SICEIMPE RG ,a, RR CLAW Fastener Information Fastener Orientation NFPA Type B Maximum Load 630 lbs (286 kg) Diameter 5/8in. Length 4in. Type HILTI KB -TZ WEDGE ANCHOR Brace Identification on Plans 6" RISER Orientation of Brace Riser Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 15ft (4.6 m) 1245 lbs (111 kg) t..,centage added for Fittings and Sprinklers 15% 37 lbs (16.79 kg) `Total Adjusted Load of all pipe within Zone of Influence 282,Ibs (128 kg) {TOLBraceTn' Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 iff4411 r� Powering BusinessWarldwide 6" RISER NFPA Type B 6" Sch.10 Steel Pipe 15' 0" (4.57 m) Riser 1" Sch.40 7'0"(2.13 m) 200 45° HILTI KB -TZ WEDGE ANCHOR 5/8in. x 4in. (4,000 PSI Normal Weight Cc 4in. Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 1 15ft (4.6 m) (Th G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 282 lbs (128 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 630 lbs (286 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member CONCRETE WALL Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure ut is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com C NOTES: HILTI KB -TZ WEDGE ANCHORS IN 4,000 PSI NORMAL WEIGHT CONCRETE ANCHOR DIA. E' MIN. EFFECTIVE EMBED. DEPTH hd Tr' MIN. EDGE DISTANCE 'g' MIN. SPACING BETWEEN ANCHORS (MAX 12") 'H' MIN. BASE MATERIAL THICKNESS ALLOWABLE STRENGTH DESIGN (ASO) MAX. HORIZONTAL LOAD BRACE ANGLE MEASURED FROM VERTICAL OGLE (LB) 30°-440 45'-59° 60°-90° 3/8" _ 2" 6" 12" 4" 140 201 268 112" 2" 6" 12" 4" 157 230 31.6 112" 31/4" 9 314" 12" 6" 315 455 620 518" 31/8" 9112" 12" 5" 310 460 635 518" 4" 12" 12" 6" 435 630 855 314" 3 314" 11 114" 12" 6" 415 620 860 MAX. LOAD INCLUDES OVER STRENGTH FACTOR 00=2.5 PER ASCE 7.10, TABLE 13.6-1 TO SATISFY ACI -318-11. 1.) ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR -1917 (HILTI KB -TZ EXPANSION ANCHOR) FOR ANCHORS IN CRACKED CONCRETE ALLOWABLE LOADS HAVE BEEN MULTIPLIED BY 0.75 FOR ALLOWABLE LOADS GOVERNED BY CONCRETE FAILURE MODES PER ACI 318-11 APPENDIX D, D3.3.3.3 AND INTERACTION BASED ON 0.7.3. 2.) FOR ESSENTIAL FACHJTIES, 50 PERCENT OF THE EXPANSION TYPE ANCHORS (ALTERNATE ANCHORS IN ANY GROUP ARRANGEMENT) SHALL BE PROOF TESTED TO TWICE THE ALLOWABLE CAPACITY IN TENSION. IF ANY ANCHOR FAILS, 20 CONSECUTIVE ANCHORS INSTALLED BY THE SAME TRADE MUST THEN ALSO BE TESTED BEFORE RESUMING 50 PERCENT TESTING. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF ANCHOR 3.) FOLLOW ALL WEDGE ANCHOR INSTALLATION REQUREMENTS PER ICC ESR -1917 (2013) 4.) WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE, AVOID DAMAGING REINFORCING STEEL 5.) WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE. LOCATE PRESTRESSING �"'L AND AVOID DAMAGING PRESTRESSING STEEL NOTES CONTINUED: 7.) STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 8.) SPECIAL INSPECTION MAY BE REQUIRED PER CODE. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 9.) NOT USED 9.) TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL. BE EQUAL TO THE ANCHOR DIAMETER Seismic Bracing Detail Per NFPA 13, 2013 Figures A.9.3.5.12.1 (a -c) and NFPA 13, 2016 Figures A.9.3.5.12.2 (a -c) &Annex Section E.7.2 '2811 2.300 'SHOWN DIMENSION SAME FOR TOLCO FIG. 910 "2D" 1.652 CONCRETE ANCHOR °20" —� 1.800 TOLCO" Fig. 980 950 7CONCRETEANCHOR TOLCO" Ag. 909 Prying Factors Per NFPA 13, 2016 Section 9.3.5.12.8.2 (A) And Fig. 9.33.12.1 Designated Angle Category Tolco Figure 980 A 8 Pr Pr 3.275 1.156 C j D E F G H Pr " Pr Pr Pr Pr Pr Pr 0.844 I 1.461 , 1.156 1.891 3.478 2.459 ( 2.008 Tolco Figure 909 A 8 C i D E F G H I Pr Pr r Pr t Pr Pr Pr Pr Pr Pr 2.626 1.002 j 0.873 1.513 1.002 1.516 2.460 1.740 1.420 All dimensions in charts and on drawings are in inches. Dimensions shr. m m parentheses ate in mirimeters unless otherwise specified. Eaton B•Line series Seismic Supports TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E iii -N Tacoma, WA 98424 FITIN 11060 Tukwila Int Blvd 926-2290 PowrrmgBusinessWorldwide (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 50' 0" (15.24 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 10' 5" (3.16 m) Fig. 4LACIamp 1745 lbs (792 kg) Bracing Material 1.5" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOTA" Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.623" (16 mm) L/R Value 200 Assembly Detail 2595 lbs Max Horizontal Load (1177kg) 04.01E i TO1C0 MO •23 &ARMS? SWAT BRACE ATTACHMENT `--T_r ir -ti Force Factor 0.709 • • MUNE Ra MO . ' a ' (Cp) Lemma. SWAT- • , aRACE ATTACHMENT , 05 Fastener Information (r'\ Fastener NFPA Type F114/11 MI .RACE NOAlA ATTACHMENT Maximum Load(91°1745 lbs (792 kg) _ Diameter N/A ;t ?� © Length N/A lijPO ILA FiCHLA Type Across Beam E8.825 I Brace Identification on Plans SB -1 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 150ft (15.2 m) 11421 lbs (645 kg) J\ ,..centage added for Fittings and Sprinklers 15% 213 lbs (96.62 kg) Total Adjusted Load of all pipe within Zone of Influence 1634 lbs (741 kg) {TOLBraceT"' Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -1 NFPA Type F 8" Sch.10 Ste& Pipe 50' 0" (15.24 rn) Longitudinal 1.5" Sch.40 10' 5" (3.16 m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence Pawling BusinessW(wtdwitle 8" Sch.10 Steel Pipe (203.2 mm) I 50ft (15.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 1634 lbs (741 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 E T•N 11060 Tukwila Int Blvd 926-2290 FowenngBusiness Weddwrde (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 9' 0" (2.74 m) Fig. 1001 Clamp 2395 lbs (1086 kg) Bracing Material 1.25" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOTM Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) L/R Value 200 Assembly Detail Max Horizontal Load 2173 lbs (986 kg) TOLCO FIG. 825 BAR JOIST SWAY BRACE r,- Ir 1r ah: ►������ Force Factor (Cp) 0.709 ATTACHMENT TOLCO FIG. 980 t!t�.-"- i t�7l 7.I:.,: i UNIVERSAL SWAY BRACEI ATTACHMMENTT Fastener Information '` STEEL PIPE• Fastener Orientation NFPA Type I / � j Maximum Load 1745 lbs (792 kg) - ��� Diameter N/A Length N/A TOLCO FIG. 1001 e.. FAST CLAMP �♦�� Type Fig.825 Brace Identification on Plans SB -2 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 40ft (12.2 m) 1137 lbs (516 kg) centage added for Fittings and Sprinklers 15% 171 lbs (77.57 kg) Total Adjusted Load of all pipe within Zone of Influence 1307 lbs (593 kg) {TOLBraceT"" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -2 NFPA Type I 8" Sch.10 Steel Pipe 40'0"(12.19m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence aT•N &la inp 8usrnessWarfdwrde 8" Sch.10 Steel Pipe (203.2 mm) 140ft (12.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1307 lbs (593 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Size and Type of Pipe Total Length Total Calculated Load TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 ;t• 1111 (253) 926-2290 Powering Business tlotide on 2013 NFPA Pamphlet#13 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. 10' 5" (3.16 m) 1.5" Sch.40 60° Min. 0.623" (16 mm) Assembly Detail TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 ATTACHMENT UNIVERSAL SWAY BRACE STEEL PIPE /''® '"�•����Q�4 !S,:e•• ■ f 1.s ' •r, - 200 2595 lbs (1177 kg) 0.709 ) Fastener Information r-- Fastener Orientation Maximum Load Diameter Length Type NFPA Type F %/0 '/ 1745 lbs (792 kg) N/A TOLCOSWAY BRACE ATTACHMENT /i ,j " . /a O N/A Fig.825 Across Beam Brace Identification on Plans SB -3 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 20ft (6.1 m) 568 lbs (258 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 243ft (74.1 m) 879 lbs (399 kg) •.centage added for Fittings and Sprinklers 15% 217 lbs (98.43 kg) `Total Adjusted Load of all pipe within Zone of Influence 1664 lbs (755 kg) {TOLBraceTM Version 8} Use of TOLBraceT'" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -3 NFPA Type F 8" Sch.10 Ste& Pipe 20' 0" (6.1 m) Lateral 1.5" Sch.40 10'5"(3.16m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence ET•N Pawing Business worldwide B" Sch.10 Steel Pipe (203.2 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 243ft (74.1 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 2002 Clamp Fig.980 Universal Swivel Structural Member 15% 1664 lbs (755 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco com Size and Type of Pipe TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 --T•11 (253) 926-2290 Powering BusinessWoktwtde on 2013 NFPA Pamphlet #13 ,,p-1 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 50' 0" (15.24 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 4LACIamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. 9' 0" (2.74 m) 1.25" Sch.40 60° Min. 0.54" (14 mm) Y.AIE�TOUO, A NEST MACE ATTATTAOYE$T ;f NS (r Assembly 04 -AW I TOLCO ROWS YAR JAST MACE SANE ItOLCONONO UNIVERSAL SWAY, MACE ARAM WOE ®W /', li ASA rift) SWAY (T i ROALA (r. iris( Detail A � ,[-� 1 a .4 200 2173 lbs (986 kg) 0.709 /,I/Of AI r Fastener Information Fastener Orientation NFPA I Maximum Load Diameter Length Type 1745 lbs (792 kg) N/A N/A Fig.825 Brace Identification on Plans SB -4 Orientation of Brace Longitudinal I Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 50ft (15.2 m) 1421 lbs (645 kg) 0 -Nr.--, centage added for Fittings and Sprinklers 15% 213 lbs (96.62 kg) Total Adjusted Load of all pipe within Zone of Influence 1634 lbs (741 kg) {TOLBraceTN Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -4 NFPA Type I 8" Sch.10 Steell Pipe 50' 0" (15.24 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence Powering Business Worldwide 8" Sch.10 Steel Pipe (203.2 mm) 1 50f (15.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1634 lbs (741 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 4LA Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 E Ii *N 11060 Tukwila Int Blvd Powering Business Worldwide 926-2290 (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 70' 0" (21.34 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 9' 0" (2.74 m) Fig. 4LACIamp 1386 lbs (629 kg) Bracing Material 1.25" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOTM Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) L/R Value 200 Assembly Detail Max Horizontal Load 2173 lbs (986 kg) B+wE r roLCono as 1 SWAY BMC£�°ATACI+ il;r I Force Factor 0.709 oep_ 1.",E T«maeeo 0 ; , (Cp) NJYE118MGYEWMiAY-' BRACf ATTA ; 04 Fastener Information MACE Mt Fastener Orientation NFPA Type I KM : a" BRACE ATTAQMENT Maximum Load 1745 lbs (792 kg) 0 Diameter N/A (� #+f Length N/A - _ L -__ E,e.0 Type Fig.825 Ir roe) 0'-a'IPS) Brace Identification on Plans SB -5 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 70ft (21.3 m) 1143 lbs (518 kg) illik rcentage added for Fittings and Sprinklers 15% 171 lbs (77.57 kg) Total Adjusted Load of all pipe within Zone of Influence 1314 lbs (596 kg) {TOLBraceT"" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -5 NFPA Type I 6" Sch.10 Steel Pipe 70' 0" (21.34 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence FlT•N Powering Business WrxWwtde 6" Sch.10 Steel Pipe (152.4 mm) 170ft (21.3 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1314 lbs (596 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 4LA Clamp 1386 lbs (629 kg) Fig.980 Universal Swivel 1745 lbs (79'2 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure itis attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 (253) 926-2290 on 2013 NFPA Pamphlet#13 20ft (6.1 m) 327 lbs (148 kg) ,r-1 11060 Tukwila Int Blvd ,eill, Pawing Business Wortavde ✓ Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) Assembly TOLCO BAR JOIST TOLCO UNIVERSAL SWAY ATTACHMENT Detail FIG. 825 SWAY BRACE ATTACHMENT FIG. 980 BRACE Ai ►•elir•. t!,44�-�! LJ is A j4 LIR Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 Fastener Information STEEL PIPE �� , Th FastenerOrientation 4Type %0 , , Maximum Load 1745 lbs (792 kg) Diameter N/A TOLCOSWAYBRACE ATTACHMENT ;;'V S1 �O Length N/A Type Fig.825 Across Beam Brace Identification on Plans SB -6 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 217ft (66.1 m) 785 lbs (356 kg) centage added for Fittings and Sprinklers 15% 167 lbs (75.75 kg) I 1 Total Adjusted Load of all pipe within Zone of Influence 1278 lbs (580 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -6 NFPA Type F 6" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1.5" Sch.40 10'5"(3.16m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence Powering Business Worldwide 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 217ft (66.1 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 2002 Clamp Fig.980 Universal Swivel Structural Member 15% 1278 lbs (580 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (7921kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte "The description of the Structural Member is for informational purposes only. TOLBrace'TM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E 'Th Tacoma, WA 98424 I:_T4IN 11060 Tukwila Int Blvd 926-2290 PbwennyBusiness Worldwide (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 1001 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOT"" Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs(594 kg)TOLCO FIG. 825 BAR JOIST SWAY BRACE •�•�����•• • • 4 Force Factor (Cp) 0.709 ATTACHMENT TOLCO FIG. 980 '6lir-- • tl'. s UNIVERSAL SWAY BRACE ' A ATTACHMENT Fastener Information STEEL PIPES '' Fastener Orientation NFPA Type H/ / , Maximum Load 1425 lbs (646 kg) v. Diameter N/A Length N/A 01/ FIG. 1001 TOLCOFASTCLAMP ALNV Type Fig.825 Brace Identification on Plans SB -7 Orientation of Brace Lateral Size and Type of Pipe ( Total Length I Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) E40ft (12.2 m) 653 lbs (296 kg) added for Fittings and Sprinklers 15% 98 lbs (44.46 kg) r,`tentage Total Adjusted Load of all pipe within Zone of Influence 751 lbs (341 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -7 NFPA Type H 6" Sch.10 Steel Pipe 40'0"(12.19m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence E.,T•N PoweringBusiness t4Wdt ido 6" Sch.10 Steel Pipe (152.4 mm) 140ft (12.2 m) .J G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 751 lbs (341 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member STEEL BAR JOUST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E (---• Tacoma, WA 98424 Effilti 11060 Tukwila Int Blvd 926-2290 PowermgBusiness WaMwrde (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 134 12 ' 6" (Fig. m) 1001 Clamp 2395 lbs (1086 kg) Bracing Material 1.25" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. `Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOTM Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) LIR Value 300 Assembly Detail Max Horizontal Load 966 lbs(438 kg)TOLCO FIG. 825 BAR JOIST SWAY BRACE �• 4' ►• • 4 • �s,..nAl Force Factor (Cp) 0.709o ATTACHMENT TOLCO FIG. 980 nn U': ft.- UNIVERSAL SWAY BRACE ATTACHMENT I Fastener Information STEEL PIPE '. \ Fastener Orientation NFPA Type F /" Maximum Load 1745 lbs (792 kg) v. Diameter N/A' Length g N/A TOLCO FIG. 1001 I, ,, FAST CLAMP 4 * Type Fig.825 Across Beam Brace Identification on Plans SB -8 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 40ft (12.2 m) 653 lbs (296 kg) centage added for Fittings and Sprinklers 15% 98 lbs (44.46 kg) Total Adjusted Load of all pipe within Zone of Influence 751 lbs (341 kg) {TOLBraceT"" Version 8) Use of TOLBraceT" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -8 NFPA Type F 6" Sch.10 Steel Pipe 40'0"(12.19m) Lateral 1.25" Sch.40 13'6"(4.12m) 300 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence E:T•N Powering Business Worldwide 6" Sch.10 Steel Pipe (152.4 mm) 1 40ft (12.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 751 lbs (341 kg) Material Capacity 966 lbs (438 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace""" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrac&' 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Total Length Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 (253) 926-2290 on 2013 NFPA Pamphlet#13 10ft (3 m) 163 lbs (74 kg) 3" Sch.7 Steel Pipe (76.2 mm) kr 11060 Tukwila Int Blvd Fi 4111 Powering Business Worldwide Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 10' 0" (3.05 m) TOLCOTM Component Fig. Number Adjusted Load 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. 15% Maximum Brace Length 103 16 ' 5" (Fig. m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) Assembly TOLCO BAR JOIST ATTACHMENTs,t�f••^••• TOLCO UNIVERSAL SWAYBRACE ATTACHMENT Detail FIG. 825 SWAY BRACE FIG. 980 HMMENT ' ,� 4•$"•"•••j4 E i�,% L/R Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 Fastener Information STEEL PIPE 1 iiC/ Fastener Orientation NFPAType F ; i"" /i� 0 Maximum Load 1745 lbs (792 kg) Diameter N/A •O; TOLCSWAY G. BRACE 2002 ATTACHMENT f ' �J 'i �y Length N/A Type Fig.825 Across Beam I Brace Identification on Plans SB -9 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 10ft (3 m) 163 lbs (74 kg) 3" Sch.7 Steel Pipe (76.2 mm) 133ft (40.5 m) 677 iIbs (307 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 112ft (34.1 m) 405 lbs (184 kg) rcentage added for Fittings and Sprinklers 15% 187 lbs (84.83 kg) Total Adjusted Load of all pipe within Zone of Influence 1432 lbs (650 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end use. license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -9 NFPA Type F 6" Sch.10 Steel Pipe 10' 0" (3.05 m) Lateral 1.5" Sch.40 10'5"(3.16m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence E_T•RI Powering BusinessWork/Kide 6" Sch.10 Steel Pipe (152.4 mm) 10ft (3 m) 3" Sch.7 Steel Pipe (76.2 mm) 133ft (40.5 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 112ft (34.1 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1432 lbs (650 kg) Material Capacity 2595 lbs (1177 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBracey' 8 Visit us at www.tolco.com Size and Type of Pipe TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 F.1411 (253) 926-2290 PowenngBusiness Worldwide on 2013 NFPA Pamphlet#13 �1 11060 Tukwila Int Blvd ---i Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. 10' 5" (3.16 m) 1.5" Sch.40 60° Min. 0.623" (16 mm) Assembly Detail TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 UNIVERSAL SWAYBRACE Ai ATTACHMENT HMMENT '•••••••••��, ••••A i I i:,s 15% 200 2595 lbs (1177 kg) 0.709 Total Adjusted Load of all pipe within Zone of Influence Fastener Information STEEL PIPE—, !de' ; f Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg)O N/A�; ' /; TOLCOSWAY BRACE ATTACHMENT �O N/A Fig.825 Across Beam Brace Identification on Plans SB -10 Orientation of Brace Lateral Size and Type of Pipe Total Length l Total Calculated Load1 4" Sch.10 Steel Pipe (101.6 mm) 20ft (6.1 m) 167 lbs (76 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) .tentage added for Fittings and Sprinklers 15% 148' lbs (67.14 kg) Total Adjusted Load of all pipe within Zone of Influence 1136 lbs (515 kg) {TOLBraceT"" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -10 NFPA Type F 4" Sch.10 Steel Pipe 20' 0" (6.1 m) Lateral 1.5" Sch.40 10'5"(3.16m) 200 60° Fig.825 Across. Beam N/A Summary of Pipe within Zone of Influence ET•N ibwtring Business Worldwide 4" Sch.10 Steel Pipe (101.6 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1136 lbs (515 kg) Material Capacity 2595 lbs (1177 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E� (`1 Tacoma, WA 98424 N 11060 Tukwila Int Blvd 926-2290 'ngBuiaessWol�wde (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 73' 0" (22.25 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 4LA Clamp 707 lbs (321 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min."Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) /4J IYO4cofORE " °" T =�T r— 0.709 SAME TOM) FIB 1 A Force Factor (Cp) I =PERM WAY , BMCEATTAWf1EN1 i 0odi te Fastener Information BRACE +,....._,F astener Orientation NFPA Type HEc"%I' EMOE ATTACMIFM Maximum Load 1425 lbs (646 kg) 4 r Diameter N/A � –' �/� Length N/A �----•,=r----�- "' ` Type 41- r� p:l -'rte Fig.825 Brace Identification on Plans SB -11 Orientation of Brace Longitudinal Size and Type of Pipe ( Total Length Total Calculated Load 10 Steel Pipe (101.6 mm) —._ r73ft (22.2 m) 610 lbs (277 kg) i'centage added for Fittings and Sprinklers 15% 91 lbs (41.28 kg) Total Adjusted Load of all pipe within Zone of Influence 701 lbs (318 kg) {TOLBraceT" Version 8} Use of TOLBraceTH is subject to terms and conditions per the end use license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -11 NFPA Type H 4" Sch.10 Steel Pipe 73' 0" (22.25 m) Longitudinal 1" Sch.40 7' 0' (2.13 m) 200 45° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence Ei•N Fbwraing Business W6rWurde 4" Sch.10 Steel Pipe (101.6 mm) 173ft (22.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 701 lbs (318 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 (253) 926-2290 on 2013 NFPA Pamphlet#13 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 327 lbs (148 kg) 11060 Tukwila Int Blvd 4 • AI PowenngBnsmessWorhdwide v, Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTn' components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 72 13 ' 0" (Fig. m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail FIG. 825 BRACE FIG. 980 BRACE '®I ���•�������* ��•• �.4 -� 1 nn U : ' A i-�- L/R Value 200 Max Horizontal Load 1604 lbs(728 kg)TOLCO Force Factor (Cp) 0.709 Fastener Information PIPE'' , j // - ei. ..-1 Fastener Orientation NFPA Type F Maximum Load 1745 lbs (792 kg) Diameter N/A TOLL ASSTGC AMP 44 • / Length N/A Type Fig.825 Across Beam Brace Identification on Plans SB -12 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) icentage added for Fittings and Sprinklers 15% 172 lbs (78.02 kg) 1 Total Adjusted Load of all pipe within Zone of Influence 1319 lbs (598 kg) {TOLBraceT'" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -12 NFPA Type F 6" Sch.10 Steer Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7'0"(2.13 m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence E:t•N fbwavfng BusinessWwtdwide 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1319 lbs (598 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 11060 Tukwila Int Blvd poweingBusiness Worfdwide 926-2290 (253) Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 30' 0" (9.14 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 9' 0" (2.74 m) Fig. 4LA Clamp 1386 lbs (629 kg) Bracing Material 1.25" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These for TOLCOT" Use calculations are components only. of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) LIR Value 200 Assembly Detail �+ xw1 Max Horizontal Load 2173 lbs(986 kg)C"AT'�"' Al.,"2flCI '""""'T"`"18" • -� Force Factor 0.709 ' FLAW I TCLCUF"YOEO 1 (Cp) IMVEFLALsw*v ' taACEATTAo /rt 4 ,10ei� Fastener Information DRAGE PIPE Fastener Orientation NFPA Type F s 13 -LME 17CLCO FMCE AAnior wA{A i Maximum Load 1745 lbs (792 kg) Art li Diameter N/A Length N/A 13114LA 4 U FID IIA Type Fig.825 Across Beam it 4. 11,11) Brace Identification on Plans SB -13 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 30ft (9.1 m) 490 lbs (222 kg) �centage added for Fittings and Sprinklers 15% 73 lbs (33.12 kg) Total Adjusted Load of all pipe within Zone of Influence 563 lbs (255 kg) {TOLBraceTM Version 8} Use of TOLBraceT"I is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -13 NFPA Type F 6" Sch.10 Steel Pipe 30'0"(9.14m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence E..1•N Powering Business. WaWwTde 6" Sch.10 Steel Pipe (152.4 mm) I 30ft (9.1 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 563 lbs (255 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 4LA Clamp 1386 lbs (629 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com C C (Th pATRI0T PROTECTION, INC. Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98 424 Fire Protection Equipment Submittal For TEL: (263) 926.2290 FAX: (253) 922.6150 SEBCO 11060 Tukwila International Blvd Tukwila, WA 98168 For Poe Construction 1519 West Valley Hwy N Auburn, WA 98001 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 R ATRI NV �. Job #11-2108 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 Bulletin 019 Rev. H ® Model JL -17 (SIN RA1914) Reliable K16.8 (240 metric) Early Suppression Fast Response Sprinkler Features: 1. cULus, VdS, and LPCB listed as a nominal K16.8 (240 metric) ESFR sprinkler. 2. FM Approved as a quick -response, storage and non -storage, sprinkler. 3. Fusible link operating element. 4. Compact design allows piping to be in- stalled farther from the ceiling and obstruc- tions compared with larger sprinklers. Listings and Approvals 1. Listed by Underwriters Laboratories Inc. and UL certified for Canada (cULus) - Category Code VNWH. 2. FM Approved as a quick -response, storage and non - storage, sprinkler. 3. VdS Schadenverhutung GmbH (VdS). 4. Loss Prevention Certification Board (LPCB). 5. CNBOP Technical Approval. Product Description The Reliable Model JL -17 Early Suppression Fast Response (ESFR) Sprinkler with a nominal k -factor of 16.8 (240 metric). This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to "suppress" rather than "control" fires. FM Global classifies the Model JL -17 as a quick -response sprinkler, storage and non -storage, when the sprinkler is used in accordance with FM Global Property Loss Pre- vention Data Sheets. The Model JL -17 ESFR sprinkler utilizes a levered fus- ible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. Model JL -17 sprinklers are cULus Listed for compliance with UL/ULC 1767, including the high clearance test for rack storage. The Model JL -17 ESFR sprinkler was designed to be shorter and more compact than other ESFR sprinklers. The shorter sprinkler allows piping to be installed farther from the ceiling and obstructions. The JL -17 ESFR sprin- kler is also less susceptible to damage due to smaller deflector and frame design. The lighter JL -17 ESFR passed rough use and abuse listing tests without plastic protectors. Model JL -17 ESFR Sprinkler Application and Installation The Model JL -17 ESFR sprinkler is intended for instal- lation in accordance with NFPA 13 and FM Loss Pre- vention Data Sheets 2-0 and 8-9, as well as the require- ments of any Authorities Having Jurisdiction. See Table 1 for information on NFPA and FM Global design criteria for the Model JL -17 sprinkler. Use only the Model J1 sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. A grooved wrench boss is provided on the sprinkler to limit the potential for the wrench to slip during installation. Model J1 Sprinkler Wrench When handling sprin- klers, hold sprinklers only on frame arms and do not apply any force on the link assembly. Sprin- klers should be tight- ened between 14 - 40 ft - lbs (19 - 54 N -m) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced immediately. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 H •AGEj 6L0 u!lalln8 Temperature Ratings and Approvals Temperature Classification Temperature Rating Link Color Frame Color Maximum Ambient Temperature Approvals Sprinkler Identification Number (SIN) of oC °F oC Ordinary 165 74 Black Uncolored 100 38 cULus, FM, VdS, LPCB, CNBOP RA1914 Intermediate 212 100 White White 150 66 cULus, FM, VdS, LPCB, CNBOP Installation Data Sprinkler Type Thread Size Nominal K - Factor Maximum Working Pressure Finish US Metric Pendent 3�4" (R3/4) 16.8 240 175 psi (12.1 bar) Bronze Installation Criteria The following general guidelines are provided for information only. NFPA and, where applicable, FM Global standards shall be consulted for complete de- sign and installation criteria. Orientation: Pendent, deflector should be parallel with the ceiling or roof. System Type: Wet Pipe Systems Only. Maximum area of coverage: 100 ft2 (9.3m2), greater coverage areas are allowable in some cases. Minimum area of coverage: 64 ft2 (5.8m2). Maximum slope ceiling: 2/12 pitch (9.5°). Maximum spacing: 12 ft (3.7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1m). Minimum spacing: 8 feet (2.4m). Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (900mm). Deflector to ceiling Distance: 6 - 14 in (150 - 350mm) per NFPA 13. Center Line of Thermal Sensing Element To Ceiling Distance: 2 - 13 in (50 - 330mm) for smooth ceilings or 4 - 13 in (100 - 330mm) for non - smooth ceilings per FM Data Sheet 2-0. Maintenance The Model JL -17 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammonia or any other cleaning fluid. Replace any sprin- kler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. 2. Model JL -17 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent sprinklers specifically tested and [cULus Listed] [FM Approved] [VdS Approved] [LPCB Approved] for commodity storage applications. Sprinkler frame and deflector to be of bronze construction. Fusible link assem- bly shall utilize the strut and lever principle of operation with approved fast response black -painted or white -painted beryllium -nickel thermal element. Water seal shall consist of a PTFE coated Bellville spring washer and brass cap as- sembly containing no plastic parts. ESFR sprinklers shall have a nominal K -factor of 16.8 (240 metric) with [3/4" NPT] [ISO 7-R3/4] threaded end connections. Sprinkler tempera- ture rating shall be [Ordinary 165°F (74°C)] [Intermediate 212°F (100°C)]. ESFR pendent sprinklers shall be Reliable Model JL -17 (Bulletin 019). Ordering Information Specify: 1. Sprinkler: Model JL -17 2. Temperature rating: [Ordinary 165°F (74°C)] [Intermediate 212°F (100°C)] 3. Thread type: [3/4" NPT] [ISO 7-R314] GROOVED WRENCH BOSS USE MODEL J1 WRENCH [40 mm] 2.80" [71 mm] 018FGO1F FRAME ARMS LINK ASSEMBLY C Storage Type NFPA FM Open Frame (that is, no solid shelves) Single, Double, Multiple -Row, or Portable Rack Storage of Class I-IV and Group A or B Plastics Refer to NFPA 13, Chapters 16 and 17. • Refer to FM 2-0 and FM 8-9. Solid Pile or Palletized Storage of Class I-IV and Group A or B Plastics Refer to NFPA 13, Chapters 14 and 15. Refer to FM 2-8 and FM 8-9. Idle Pallet Storage Refer to NFPA 13, Chapter 12. Refer to FM 2-0 and FM 8-24. Rubber Tire Storage Refer to NFPA 13, Chapter 18. Refer to FM 2-0 and FM 2-0 and FM 8-3. Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. N/A Aerosol Storage (Refer to the standard) Refer to NFPA 30B. Refer to FM 7-31. Automotive Components In Portable Racks (Control mode only; refer to the standard) Refer to NFPA 13, Chapters 20. N/A TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-17 PENDENT SPRINKLERS 3. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by ReIiabkC Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/17 P/N 9999970379 0 ReRabid 0 0 Bulletin 014 Rev. P Model F1FR Series Quick Response Glass Bulb Sprinklers Model F1 FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinlder Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model F1FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. 1. Underwriters Laboratories Inc. and Certified for Canada (cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) 4. VdS Schadenverhutung GmbH (VdS) 5. Underwriters Laboratories Inc. and Underwriters Laboratories of Canada Certified for Health Effects to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786 -CPD -40239 (RA1414), 0786 - CPD -40251 (RA1425), 0786 -CPD -40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1 /F2 Recessed Horizontal Sidewall Concealed Pendent Recessed Pendent/FP XLH Upright XLH Pendent Product Description Reliable Model F1FR series sprinklers are quick -response automatic sprin- klers with a glass bulb thermal element. Model F1FR series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model F1 FR56 Conventional sprinkler which is an Old-style/Conven- tional sprinkler. The Model F1FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR Series sprinklers to apply water to a fire faster than standard -response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. XLH Recessed Pendent F1 /F2 XLH Recessed Pendent FP Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 d Aalj KO u!laling At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1FR Series sprinklers provide a wide range of op- tions where quick -response, glass bulb sprinklers are used: • Pendent, recessed pendent, upright, horizontal sidewall, and vertical sidewall deflectors • K -factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) • Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model F1FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model F1, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4 -inch (19mm) and 1/2 -inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2 -inch (12.7mm) threaded adjustment. Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2 -inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16 -inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k -factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model F1FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. 2. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 Ib -ft (11 to 24 N -m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model F1FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers have a factory -installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2 -inch (13mm) or 5/8 -inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2 -5/8 -inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. � 1 fl Technical Data: Sensitivity: Quick -response Thread Size: 1/2 -inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K -factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm F1FR28 2.8 40 3/8 10 Pendent 2.25 57 Dor W2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 Dor W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 Dor W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 Dor W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 Dor W2 RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 Dor W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 2.25 57 Dor W2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 Dor W2 RA1423 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 Dor W2 RA1414 cULus, FM, LPCB, VdS, EC 12,34 , , Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 12,34 ,, Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional (Pendent or Upright)" 2.25 57 D or W2 RA1475 LPCB, VdS, EC 4 F1FR56LL 5.6 80 1/2 15 Pendent 2.25 57 Dor W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 2.63 67 Dor W2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 Dor W2 RA1485 cULus, FM, LPCB 1,2,3,9 1) cULus Listed Corrosion Resistant sprinkler when ordered with available Polyeste coating. z) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. 3) Available with FM approved Polyester coating in black or white. 4) Available with LPCB and VdS approved Polyester coating. (5) VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2 -inch (12.7mm) adjustment Model CCP cover plate only. (6) Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2 -inch (12.7mm) of adjustment or low profile with 5/16 -inch (8.0 mm) of adjustment. (7) cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches (102mm to 305mm). FM Approval of the F1FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8) cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb F1FR28 Pendent VdS cULus Recessed Pendent Recessed Pendent cULus -- Upright cULus cULus F1FR40 Pendent cULus, ULH VdS Recessed Pendent RA1410 VdS -- F1FR42 Pendent cULus cULus Recessed Pendent F1FR56 cULus -- Upright cULus, FM, LPCB, VdS, EC cULus F1FR42LL Pendent Recessed Pendent -- cULus, ULH -- Recessed Pendent F1FR56 -- cULus, ULH -- F1FRXLH Pendent cULus Recessed Pendent cULus -- Upright cULus F1FR56 Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- Concealed Pendent* cULus cULus,VdS,EC cULus -- Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB, VdS, EC F1FR56LL Pendent -- cULus, ULH -- Recessed Pendent -- cULus, ULH -- Concealed Pendent* -- cULus, ULH -- F1FR56 Horizontal Sidewall cULus, FM Recessed Horizontal Sidewall cULus, FM -- F1FR56 Vertical Sidewall (Pen dent or Upright) cULus, FM, LPCB * Model F1FR56 Concealed Pendent and F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Model Defllector/ Orientation Listed and Approved Recessed Escutcheons SIN Model F1 (Fig. 1 & 3) 3/4 -inch (19mm) adjustment Model F2 (Fig. 1 & 3) 1/2 -inch (12.7mm) adjustment Model FP (Fig. 2) 1/2 -inch (12.7mm) adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, EC cULus, FM, LPCB, VdS, EC cULus, VdS, EC RA1414 F1FR56LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. C 2 1/4" HOLE DIA. [57.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ F1 ESCUTCHEON 3/4 "[ 19mm] ADJUSTMENT F2 ESCUTCHEON 1/2[12.7mm] ADJUSTMENT 1 15/16" D/A [49.2mm, I 1 a 2 27/32" DIA. [72.2mm] d 1" X 1/2" REDUCER 1/8" [3.2mm] FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 17-25. 4mm] AT MINIMUM RECESS = 3/8"[9.5mm] / F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8"[9.5mm] F1 ESCUTCHEON AT MAXIMUM RECESS /AT MINIMUM RECESS = F2 ESCUTCHEON AT MAXIMUM RECESS = AT MINIMUM RECESS = = 7/8"[22.2mm] 1-5/8 [41.3mm] 1-1/8 "[28. 6mm] 1-5/8[41.3mm] I-ig. 1 Model F1FR56, F1FR56LL, F1FR42, F1 FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon 2 5/8" DIA. [66. 7mm] HOLE IN CEILING 2 5/16" DIA. [58.7mm] CUP CEILING r L --------J _ I I 1" X 1/2" REDUCER 1/2[12.7mm] ADJUSTMENT DOSVE FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2 [38mm] AT MINIMUM RECESS = 1 [25.4mm] 'bpi 3 1/4" DIA. [82.6mm] AT MAX/MUM RECESS = 9/16[14.3mm] AT MINIMUM RECESS = 1 [25.4mm] Fig. 2 Model F1FR56, F1FR56LL, F1FR42, F1 FR40, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/879.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8 79.5mm] 2 1/4" HOLE DIA. [57.2mm] 1" X 1/2" REDUCER i F1 ESCUTCHEON / AT MAXIMUM RECESS = AT MINIMUM RECESS = 1.1 11 11111 \\�, ll (Ogir5===t51I�1 15/16" D/A.k,[49.2mm] um iiia lylll -1/8" [3.2mm] F2 ESCUTCHEON AT MAXIMUM RECESS AT MINIMUM RECESS 1-3/8 [34.9mm] 2-1/16752.4mm] = 1-5/8"[41.3mm] = 2-1/16 [52.4mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 2 27/32" DIA. [72.2mm] F1 ESCUTCHEON 3/47-19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 "[12. 7mm] ADJUSTMENT (1) 4"-12" [101.6mm-304.8mm] CEILING TO DEFLECTOR RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW 2 5/16" DIA CUP CEILING 1/2" MAX. 1 COVER ADJUSTMENT COVER PLATE ASSEMBLY SPRINKLER r-� 2 5/8" DIA. HOLE IN CEILING // ///// /7/'''') 3 5/16" DIA. CONCEALED, 1/2" ADJUSTMENT 1 7/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 15/16" t 017FGO1A Fig. 4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2 -inch (12.7mm) adjustment- Model CCP cover plate 6. e 0 7" x 1/2" REDUCING TEE OR ELBOW �. 2 5/16" DIA CUP CEILING 5/16" MAX. COVER ADJUSTMENT il r 2 5/8" DIA. HOLE IN CEILING COVER PLATE ASSEMBLY SPRINKLER 3 5/16" DIA. CONCEALED, 5/16" ADJUSTMENT 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 017F032A 3/4" f Fig. 5 - Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16 -inch (8.0mm) adjustment - Model CCP cover plate Maintenance The Model F1FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes to Standard Finishes Sprinkler Escutcheon Cover plate) Bronze Brass Chrome Chrome Plated Chrome Plated White Polyester Coated 14x5)(6) White Painted Glass Special Application Finishes Sprinkler Escutcheon Cover plater') Electroless Nickel PTFE(7) Electroless Nickel PTFE Bright Brass g Bright Brassl3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2)16) Black Paint Off White Off White12x6) Off White Satin Chrome Chrome Dull Chrome Dull 1) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. (2) cULus Listed only. (3) 200°F (93°C) maximum. (4) cULus listed ,"corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. (5) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. (6) LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. (7) cULus listed Corrosion Resistant 7. Material Data Frame: DZR Brass, QM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] [F1 FR42LL] [F1 FRXLH][F1 FR56][F1 FR56LL] 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent][Upright][Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall][Vertical Sidewall] 3. Sprinkler threads: [1/2 -inch NPT][ISO 7-R1/2] 4. Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] 5. Sprinkler Finish 6. Escutcheon Model: [F1][F2][FP] 7. Escutcheon Finish (where applicable) 8. Cover plate Model: [standard profile CCP 1/2 -inch (12.7mm) adjustment][low profile CCP 5/16 -inch (8.0mm) adjustment] 9. Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][165°F (74°C) for use with [Intermediate Temperature sprinklers] 10. Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many, -- precision -made Reliable products that guard life and property from fire around the clock. 2 • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by ReliabkC Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address 4S Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 1 1 /17 p/N 9999970300 0 C C State Pipe &fupply,lnc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE, AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 10 ** Black and Galvanized Steel ERW Pipe Pipe Size Nominal 1" 1-1/4" 1-1/2" 2" 2-1/2" O.D. 1.315 1.660 1.900 2.375 2.875 I.D. 1.097 1.442 1.682 2.157 2.635 Weight / Foot 1.410 1.810 2.090 2.640 3.530 Test Pressure psi 700 1200 1200 2300 2500 3" 3.500 3.260 4.340 1290 4" 4.500 4.260 5.620 1000 5" 5.563 5.295 7.780 1010 6" 6.625 6.357 9.300 1020 8" *,. 8.625 8.249 16.960 780 8" wall thickness is 0.188, not SCH10 or 0.148" wall thickness. COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements, Percent (Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 1 Residual elements mac Cu -0.40, Ni -0.40, Cr -0.40, Mo -0.15 and V-.08. These rive elements combined shall not armed 1%. Mechanical Properties Tensile Requirements Yield Strength -psi. Tensile Specification ASTM A53 Grade Min Max Min Max A 30,000 48,000 NOTE Elongation requirements vary with nominal area of test specimen and specified minimum tyle strength of the steel grade. • `� StatePipe &Supply,Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE, AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 40 Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. I.D. Weight / Foot psi 1" 1.315 1.049 1.680 700 1-1/4" 1.660 1.380 2.270 1200 1-1/2" 1.900 1.610 2.720 1200 2" 2.375 2.067 3.660 2300 2-1/2" 2.875 2.469 5.800 2500 3" 3.500 3.068 7.580 2220 4" 4.500 4.026 10.800 1900 5" 5.563 5.047 14.630 1670 6" 6.625 6.065 18.990 1520 8" 8.625 7.981 28.580 1340 COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements, Percent (Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 1 Residual elements marc Cu -0.40, Ni -0.40, Cr -0.40, Mo -0.15 and V-.08. These rive elements combined shall not exceed 1%. Mechanical Properties -Tensile Requirements Strenc Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 48,000 NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum terse strength of the steel grade. C SPRINKLER PIPE Trust Bull Moose when it comes to protecting your most valuable assets. As the leading manufacturer of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. BULL MOOSE ADVANTAGES: • UL listed (US & Canada) and FM approved • ASTM A135 and A795 Type E, Grade A Certified • Complies with NFPA-13, 13R and 14 • Industry-leading hydraulic characteristics. • CRR of 1.0 and greater • All pipe NDT weld tested Exclusive maker of Reddi-Pipe® red painted pipe. c®us LISTED OTHER BENEFITS/SERVICES: • We have the most stocking locations in industry, for best delivery and availability • Plain end or roll groove • Eddy Guard II® bacterial -resistant internal coating • Custom length options • Hot dipped galvanization • Reddi-Pipe® red pipe to eliminate field painting • Compatible for use in wet, dry, preaction and deluge spriinkker systems APPROVED pat, BULL MOOSE - 01 1MooseTube.com Bull Moose Nominal Mg illifiarg9 Fire Sprinkler •4"IlieDr Pipe Product Information e 2-1/2" 112 yam+ O.D. (in) 1.660 1.900 2.375 2.815 3.500 4.500 I.D. (in) 1.530 1.728 2.203 2.705 3.334 4.310 Empty Weight (Ib/ft) 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (Ib/ft) 2.019 2.860 3.982 5.299 7.144 11.290 C.R.R. 1.98 3.44 2.78 1.66 1.00 1.00 Pieces per Lift 61 61 37 30 19 19 Lift Weight (lbs) 21' lengths 1,565 2,362 1,810 1,770 1,341 1,982 Lift Weight (lbs) 24' lengths 1,189 2,700 2,069 2,022 1,533 2,265 Lift Weight (Ibs) 25' lengths 1,864 2,812 2,155 2,107 1,596 2,360 0.1. ".^ 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 :. . 5 I.D. (in) 1.091 1.442 1.682 2.157 2.635 3.260 4.2. I 6.357 8.249 Empty Weight (Ib/ft) 410 1.810 2.090 2.640 3.530 . • 1 5.620 9.290 16.940 Water Filled Weight (Ib/ft) 1.820 ." ° 3.053 4.223 .893 7.957 11.796 23.038 40.086 C.R.R. 15.27 9.91 7 y 6.27 4.92 3.54 2.50 1.158 1.805 Pieces per Lift 91 61 37 1 19 19 10 7 Lift Weight (lbs) 21' lengths ,695 2,319 2,671 2,051 2,224 1, ' 2,242 1,951 2,490 Lift Weight (Ibs) 1' - • s 3,079 2,650 3,060 2,344 2,542 1,979 2,563 2,230 2,848 • 0 • ight (lbs) 25' lengths 3,208 2,760 3,187 2,442 2,648 2,062 2,670 0.1. " ) 1.295 1.650 1.900 2.375 I.D. (in) 1.083 1.418 1.645 2.123 Empty Weight (Ib/ft) 461 2.070 2.547 3.308 Water Filled Weight (Ib/ft) 1.8603.468 4.842 C.R.R. 1.00 1.00 1 1,- 1.00 Pieces per Lift 70 44 30 Lift Weight (lbs) 21' lengths 2,148 2,217 2,353 2,084 Lift Weight (Ibs) '' - • hs 2,454 2,534 2,690 2,382 • ,� •fight (lbs) 25' lengths 2,557 2,639 2,802 2,481 SCHEDULE 40 0.1. 1.315 1.660 1.900 2.375 2.815 3.500 4.500 I.D. (in) 1.049 1.380 1.610 2.067 2.469 3.068 4.0 • Empty Weight (Ib/ft) 80 2.270 2.720 3.660 5.800 . : ' 10.800 Water Filled Weight (Ib/ft) 2.0553.602 5.114 .875 10.783 16.316 C.R.R. 1.00 1.00 1 1 ' 1.00 1.00 1.00 1.00 Pieces per Lift 70 44 30 1 19 19 Lift Weight (Ibs) 21' lengths 2,470 2,431 2,513 2,306 3,654 3,1 • 4,309 LiftWeight(Ibs) 4' • • s 2,822 2,718 2,872 2,635 4,176 3,456 4,925 • - •ight (Ibs) 25' lengths 2,940 2,894 2,992 2,745 4,350 3,601 5,130 UI_L ly[OOSE' U.. LU ;*&1 tsalesCx I Ili] -i i.1IlltihsiI (il�l BullMooseiube.com 0 0 ES-A-M300/M300N Job Name Contractor Job Location Approval Engineer Contractor's P.O. No Approval Representative MaximTM Series M300 (Maxim 300), M300N (Maxim 300N) Reduced Pressure Detector Assemblies Sizes: 21/2" - 10" (65 - 250mm) 300 BFG (Maxim 300BF) Features • Extremely Compact Design • 70% Lighter than Traditional Designs • 304 (Schedule 40) Stainless Steel Housing & Sleeve • Groove Fittings Allow Integral Pipeline Adjustment • Patented Tri -Link Check Provides Lowest Pressure Loss • Unmatched Ease of Serviceability • Available with Grooved Butterfly Valve Shutoffs • Available for Horizontal, Vertical or N Pattern Installations • Replaceable Check Disc Rubber A WARNING It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. M300 OSY (Maxim 300GV) The Maxim M300, M300N Double Check Detector Assemblies are designed to pro- tect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -health hazard non -potable service applications such as irrigation, fire line, or industrial processing. The Maxim M300, M300N may be installed under continuous pressure service and may be subjected to backpressure. The Maxim M300, M300N are used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. Specifications The Double Check Detector Assemblies shall consist of two independent Tri -Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri -Link Checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections:, Tri -Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a double check valve assembly and required test cocks. Assembly shall be a Maxim M300, M300N as manufactured by the Ames Company. NOTICE The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and prod- uct safety information before beginning the installation of this product. Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Are & Waterworks products previously or subsequently sold. AME S FIRE 8c WATERWORKS A WATTS Brand Configurations • Horizontal • Vertical up • "N" pattern horizontal Materials • Housing & Sleeve: 304 (Schedule 40) Stainless Steel • Elastomers: EPDM, Silicone and Buna 'N' • Tri -Link Checks: Noryl®, Stainless Steel • Check Discs: Reversible Silicone or EPDM • Test Cocks: Bronze Body Nickel Plated • Pins & Fasteners: 300 Series Stainless Steel • Springs: Stainless Steel Dimensions — Weights M300, M300N Available Models OSY - UL/FM flanged outside stem and yoke resilient seated gate valves BFG - UL/FM grooved gear operated butterfly valves w/tamper switch *OSY FxG - Flanged inlet gate connection and grooved outlet gate connection *OSY GxF - Grooved inlet gate connection and flanged outlet gate connection *OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure — Temperature Temperature Range: 33°F — 110°F (5°C — 43°C) Maximum Working Pressure: 175psi (12.06 bar) SIZE (DN) in mm in A mm C (OSY) in mm D in mm in G mn DIMENSIONS H in mm in I mm in J mm P in mm WEIGHT M300 lbs. kgs. M300N lbs. kgs. 2'/2 65 303/4 781 163/8 416 31/2 89 291/16 738 211/2 546 1513/16 402 813/16 223 133/16 335 139 63 147 67 3 80 313/4 806 187/8 479 311/16 94 301/2 775 221/4 565 171/8 435 93/16 233 141/2 368 159 72 172 78 4 100 401/2 1029 22 3/4 578 5 127 393/4 1010 301/4 768 203/8 518 1117/16 297 153/16 386 233 106 256 116 6 150 473/4 1213 301/8 765 61/2 165 40 1016 371/2 953 243/4 629 143/16 360 191/2 495 404 183 444 201 0. 8 200 543/4 1391 373/4 959 71/2 191 591/8 1502 451/8 1146 283/8 721 163/4 425 211/2 546 578 262 654 297 10 250 573/4 1467 453/4 1162 83/16 208 66 1676 491/2 1257 321/2 826 175/16 440 24 610 795 361 965 438 M300BFG, M300NBFG SIZE (DN) in. mm A in. mm c in. mm D in. mm G in. 11177 DIMENSIONS H in. mm in. mm in. mm P in. mm P WEIGHT M300BFG lbs. kgs. M300NBFG lbs. kgs. 21/2 3 4 6 8 65 80 100 150 200 273/4 705 8 203 31/2 89 29'/8 759 211/2 546 1415/16 379 813/16 223 13 330 70 32 281/4 718 85/16 211 311/16 94 303/4 781 221/4 565 157/16 392 93/16 233 131/2 343 68 31 353/4 908 811/16 221 413/16 122 39 991 301/4 768 18 457 1111/16 297 15 381 133 60 403/4 1035 10 254 6 152 47/16 1205 371/2 953 2011/16 525 143/16 360 191/2 495 225 102 473/4 1213 123/16 310 613/16 173 56 1422 451/8 1146 Noryl® is a registered trademark of SABIC Innovative PlasticsTM 241/8 613 163/4 425 211/2 546 359 163 78 35 81 37 156 71 265 120 435 197 Approvals • Approved by the Foundation for Cross -Connection Control and Hydraulic Research at The Unversity of Southern California (FCCCHR-USC) • AWWA C551-92 For additional approval information please contact the factory or visit our website at www.amesfirewater.com ® C�US C US Approved 1048 B64.5 (**BFG & OSY Only) oe V O. C 2 C 0 h ~ 6 CC f1 Horizontal Vertical psi 14 12 10 8 6 4 2 0 N -Pattern 21" (65mm) Service Flow Rated Flow *UL Rated Flow psi 12 10 8 6 4 2 psi 12 10 N 8 • o =2 6 G O y� 4 6 Q 2 0 0 0 50 100 150 0 190 380 570 7.5 200 250 760 950 15 3" (80mm) Service Flow Rated Flow N v H 300 350 gpm 1140 1330 Ipm fps 'UL Rated Flow 0 100 200 0 380 760 7.5 300 1140 15 4" (100mm) Service Flow Rated Flow 400 1520 H N V 500 gpm 1900 Ipm fps ill. Rated Flow N V H 100 200 300 400 500 600 700 800 gpm 380 760 1140 1520 1900 2280 2660 3040 Ipm 7.5 13 fps Capacity UL/FM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. See literature S -MAXIM -200/300 for gate valve flow characteristics Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps • Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. • Rated Flow identifies maximum continuous duty performance determined by AWWA. • UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. • AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than 10fps. psi 12 10 w 8 z=. 2 0 0 0 6" (150mm) Service Flow Rated Flow *UL Rated Flow psi 12 10 8 6 4 2 0 0 0 300 600 1140 2280 7.5 900 1200 3420 4560 12 8" (200mm) Service Flow Rated Flow N H v 1500 gpm 5700 Ipm fps *UL Rated Flow psi 12 10 8 6 4 2 0 500 1000 1900 3800 7.5 1500 5700 10 10" (250mm) Service Flow Rated Flow 2000 N H v 2500 gpm 7600 9500 Ipm fps 'UL Rated Flow • N H V 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 Ipm 7.5 10 fps NOTICE Inquire with governing authorities for local installation requirements AMES r c FIRE & WATERWORKS A WATTS Brand ES-A-M300/M300N 1730 USA: Backflow T: (978) 689-6066 • F: (978) 975-8350 • AmesFireWater.com USA: Control Valves T: (713) 943-0688 • F: (713) 944-9445 • AmesFireWater.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • AmesFireWater.ca Latin America: T: (52;: 81-1001-8600 • AmesFireWater.com 2017 Ames Fire & Waterworks ,- \ N. Reliable •TEcuNoL�GY..QuAruY.SERvICE. • High quality fire protection control Butterfly Valves in Grooved End connections. • These valves are UL, ULC listed and FM approved and are available in sizes from 21/2" up to 8". • They are supplied from stock with factory installed UL listed double tamper switch for indoor and outdoor use. Grooved End 21h" - 8" (65mm up to 200mm) DfaAAL& LLO •r and : emperature v;4 �Working Working Pressure 300 psi (21.4 bars) Max. Test Pressure 600 psi (42.8 bars) Max. Working Temperature 250°F (120°C) DfaAAL& LLO Components Material Body ASTM A-536 Nylon -11 Coated Disc ASTM A-536 EPOM Encapsulated Upper & Lower Stems AISI 420 -SS Housing ASTM A-536 Hand Wheel ASTM A-536 Flag Indicator ASTM A-536 Shear Pin ASTM A-510 Segment Gear ASTM B-148 or B-584 Housing Gasket EPDM Grade E 0 -Rings (All) EPDM Grade E APPROVED LISTED TAMPER RESISTANT FASTENER G H: DISC CLEARANCE OF BODY SURFACE THROUGH END OF DISC IN THE OPEN POSITION / 14.37" 2.95" 2.44" Size A B C D E F G H 21/2" 4.13 (105) 3.30 (85) 3.80 (96.4) 2.87 (73.0) 5.31 (135) 5.04 (128) 5.04 (128) ---- 3" 4.41 (112) 3.60 (92) 3.80 (96.4) 3.50 (88.9) 5.59 (142) 5.04 (128) 5.04 (128) ---- 4" 5.71 (145) 4.30 (108) 4.54 (115.4) 4.50 (114.3) 6.89 (175) 5.04 (128) 5.04 (128) ---- 6" 7.05 (179) 5.71 (145) 5.21 (132.4) 6.63 (168.3) 8.23 (209) 8.66 (220) 8.66 (220) 0.28 (7.10) 8" 8.03 (204) 6.70 (170) 5.80 (147.4) 8.63 (219.1) 9.21 (234) 8.66 (220) 8.66 (220) 0.95 (24.2) Reliable Automatic Sprinkler Co., Inc.. 4 7Vla �ufac u e www.reliablesprinkier.com Otciiiili l ilr'/e1wt ¢tr' 1! J4, ,P-Vc.Ociitcj . rfr 14..1:' Reliable `.TECNNOLOGV:. QUALITY' SERVICE. Wiring Diagram REL.- = FG -300 Grooved SUPERVISORY TAMPER SWITCH CIRCUITS (VALVE FULLY OPEN) OPEN (REO) NC S1 COM FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT CLOSED (YELLOW) COMMON (WHm17 GREEN S2 COM NC OPEN (ORANGE) END OR LIIIE RESISTANCE OR NEXT DEVICE ACTUATOR CASE GROUND CLOSED (BLUE) COMMON (SLACK) AUXILIARY SIGNAL DEVICE (BELL OR HORN) VOLTAGE SOURCE Test Data: BUTTERFLY VALVE GROOVED END Flow Characteristics DN 50 65 80 1 09 08 0.7 06 05 0.4 0.3 0.2 0.1 Size 2" 2.5" 3" OD 60 73 89 100 4" 114 150 6" 165 200 8" 219 5 6 78 9 2 3 4 5 6 7 8910 2 Flow (m3/h) Size 76 Weight 21 " 7M99002653 19.84 166 7M99002654 21.6 4" 7M99002655 24.25 6" 7M99002656 38.36 8" 7M99002657 50.26 156 163 65 21 " 76 12 27.4 /// 96 138 156 163 80 3" 89 18.9 39.4 78.9 144 210 243 249 100 4" 114 30 65.1 129 226 377 488 514 150 6" 165 84 184 %jj 634 964 1196 1286 150 6" 168 84 184 369 634 964 1196 1286 200 8". 219 165 339 677 1230 2002 2850 3129 5 6 78 9 2 3 4 5 6 7 8910 2 Flow (m3/h) Size Part # Weight 21 " 7M99002653 19.84 3" 7M99002654 21.6 4" 7M99002655 24.25 6" 7M99002656 38.36 8" 7M99002657 50.26 Flow Coefficent: Kv Kv=M3/hour across valve at same standard condition (20°C, 1 bar) DW (mm) Size (in) OD 30* 40* 50* 60* 70* 80* 90* 65 21/z" 73 12 27.4 53.1 96 138 156 163 65 21 " 76 12 27.4 53.1 96 138 156 163 80 3" 89 18.9 39.4 78.9 144 210 243 249 100 4" 114 30 65.1 129 226 377 488 514 150 6" 165 84 184 369 634 964 1196 1286 150 6" 168 84 184 369 634 964 1196 1286 200 8". 219 165 339 677 1230 2002 2850 3129 CV= 7 KV 6 KV =0 31.6 AP Q=31.6KV AP ��I p1 Q = flow in m3/h AP = pressure loss in bar Flow Coefficients The flow coefficient KV is the follow in m3/h of water, at an average temperature of 20°C, crossing the value with creating headloss of 1 bar. The relation between Cv and KV is: Cv= 7 KV 6 Reliable Automatic Sprinkler Co.,° Inc. • Manufacturer www.reiiablespri g4rtcom 100 90 80 70 60 50 40 30 20 10 0 p1 = density in Kg/m3 Cv VS Disc Angle %Cv or KV 0 10 20 30 40 50 60 70 80 90 Angle of Opening tqca Fire Protection Products Worldwide www.tyco-fire.com Contacts Model CV -1F Grooved End Swing Check Valves General Description The TYCO Model CV -1F Grooved End Swing Check Valves are compact and rugged swing -type units that allow water flow in one direction and prevent flow in the opposite direction. A resilient elastomer seal facing on the spring-loaded clapper ensures a leak - tight seal and non -sticking operation. The Model CV -1F Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV -1F Grooved End Swing Check Valves are furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapt- ers. The Model CV -1F Check Valves have been designed with a removable cover for ease of field maintenance. These valves can be installed horizon- tally (with cover in the upward position) or vertically with the flow in the upward direction (Ref. Figure 3). A check valve maintenance kit is avail- able to allow backflushing through a fire department connection without removing the Model CV -1F Grooved End Swing Check Valve from the riser. Refer to technical data sheet TFP1555. Model CV -1F is a re -designation for Central Figure 590F and GRINNELL Figure 590F Grooved End Swing Check Valves. NOTICE The TYCO Model CV -1F Grooved End Swing Check Valves described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. The owner is responsible for main- taining their fire protection system and. devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Technical Data Approvals Compliance with CE Pressure Equipment Directive (PED) and Standards of Engineering Practice • 2 to 12 Inch (DN50 to DN300): UL and C -UL Listed, FM Approved, Bureau Veritas • 2-1/2 to 10 Inch (DN65 to DN250): VdS Approved Certificate No. G4060018 Sizes 2 to 12 Inch (DN50 to DN300) Maximum Working Pressure UL/FM - 300 psi (20,7 bar) VdS - 16 bar Valve Assembly Finish Red, non -lead paint VdS For fire protection pressure rating, listing and approval information, contact your TYCO representative. Installation The Model CV -1F Grooved End Swing Check Valves are to be installed in accordance with this section: Step 1. The arrow cast on the body must point in the direction of the flow. Step 2. Valves installed vertically must be positioned with the flow in the upward direction. Step 3. Valves installed horizontally must be positioned with the cover facing up (Ref. Figure 3). Step 4. Grooved end pipe couplings used with the Model CV -1F Grooved End Swing Check Valves must be installed in accordance with manufac- turer's instructions. Note: Valves should be installed a rea- sonable distance downstream from pumps, elbows, expanders, reducers, or other similar devices to extend the valve life. Standard piping practices call for a minimum of five (5) times the pipe diameter for general use. Page 1 of 6 FEBRUARY 2016 TFP1550 TFP1550 Page 2 of 6 Nominal Pipe Size Nominal Dimensions Inch (mm) Cover Bolt Torque Lbs. -ft. (Nm) Approx. Weight Lbs. (kg) Valve Size Inch (DN) Pipe O.D. Inch (mm) A B C D E F J 2 2.37 6.75 1.96 1.96 2.57 3.25 4.75 1.62 18 9.0 (50) (60,3) (171,5) (49,8) (49,8) (65,3) (82,3) (120,7) (41,5) (25) (4,5) 2-1/2 2.88 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (73,0) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 76,1 mm 3.00 8.00 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (76,1) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 3 3.50 8.37 5.72 2.81 3.31 3.87 5.87 1.63 39 11.0 (80) (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (149,1) (41,7) (54) (5,0) 4 4.50 9.63 6.68 3.80 3.63 4.53 7.13 1.84 50 25.0 (100) (114,3) (244,6) (169,7) (96,5) (92,2) (115,4) (181,1) (46,7) (69) (11,3) 139,7 mm 5.50 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (139,7) (266,7) (188,0) (113,3) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 5 5.56 10.50 7.40 4.46 4.13 4.90 7.50 1.75 39 29.0 (125) (141,3) (266,7) (188,0) (113,3) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 165,1 mm 6.50 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (165,1) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 6 6.63 11.50 8.00 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (168,3) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 8 8.63 14.00 10.14 6.67 5.52 5.46 8.46 2.13 120 66.0 (200) (219,1) (355,6) (257,8) (169,4) (140,2) (138,7) (214,9) (54,1) (164) (29,9) 10 10.75 18.00 12.38 8.62 6.41 7.50 10.50 3.00 130 109.7 (250) (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (266,7) (76,2) (178) (49,4) 12 12.75 21.00 14.28 9.93 7.27 7.62 10.62 2.75 130 151.0 (300) (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (269,7) (69,9) (178) (68,0) FIGURE 1 MODEL CV -1F GROOVED END SWING CHECK VALVES NOMINAL DIMENSIONS Care and Maintenance The TYCO Model CV -1 F Grooved End Swing Check Valves must be main- tained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP1550 Page 3 of 6 No. Part Material Qty. 1 Body Ductile Iron 1 2 Cover Ductile Iron 1 3 Cover Gasket Nitrile Rubber 1 4 Hex Cap Screw Steel, Zinc Plated AR 5 Clapper, 2"-8" (DN50-200) Stainless Steel 1 Clapper, 10"-12" (DN250-300) Ductile Iron 4,16 No. Part Material Qty. 6 Clapper FacingEPDM pp Grade "E" 1 7 Spring Stainless Steel 1 8 Hinge Shaft Stainless Steel 1 9 Retainin Rin g g Stainless Steel AR 11 Retention Bolt Stainless Steel 1 13 Retaining Disc Stainless l Steel 1 18 17 No. Part Material Qty. 14 Locknut Stainless Steel 1 15 1/2"I NPT Cast Iron 2 16 Adhesive Thread Sealer AR 17 Nameplate Aluminum 1 18 Rivet Steel 2 19 Spacer Stainless Steel 1 2" - 8" (DN50-DN200) SEE DETAIL B 11 5 illl' 1111111 ilrll 2 7 10"-12" (DN250 - DN300) VIEW A 13 f 11,16 iYYYY■) 1;11 19 5 6 2' -8" 10"-12" (DN50-DN200) (DN250 - DN300) DETAIL B FIGURE 2 MODEL CV -1F GROOVED END SWING CHECK VALVES ASSEMBLY 5.0 4.0 a a 3.0 ccU oz w CC cc 2.0 0 aW zo g Z 1.0 O 0.9 Z a 0.8 z 0.7 06 0.5 500 700 1000 IJ11 I)11111 111 ti 2 1 �V1 i=AMNIA=MEW -AUIMW AWM■■•ri 1111111FAII■■UI -�IIV4• PF FLOW RATE IN LITERS PER MINUTE (LPM) (1 GPM = 3,785 LPM) 2000 3000 5000 7000 10000 11 •) J l l 11 11111111U 11 I I IJ I Jt 20000 30000 11 t 50000 IJl 111_ CAMIE — AI maim ME 1 1 1 1 MIRMIM 100 200 300 400 600 1000 2000 3000 4000 6000 FLOW RATE IN GALLONS PER MINUTE (GPM) GRAPH A MODEL CV -1F GROOVED END SWING CHECK VALVES NOMINAL PRESSURE LOSS VS. FLOW 0,30 cc 0,20 m z Om w oLo co CC w °o o g Lu II rr as 0,10 0,09 0,08 0,07 0,06 0,05 0,04 10000 15000 J z_ O z TFP1550 Page 4 of 6 Valve Size Inch (DN) Pipe O.D. Inch (mm) Part Number 2 (50) 2.37 (60,3) 59-590-0-020 2-1/2 (65) 2.88 (73,0) 59-590-0-025 76,1 mm (65) 3.00 (76,1) 59-590-0-076 (80) (8$ 9) 59-590-0-030 4 (100) 4.50 (114,3) 59-590-0-040 139,7 mm (125) 5.50 (139,7) 59-590-0-139 5 (125) 5.56 (141,3) 59-590-0-050 165,1 mm (150) 6.50 (165,1) 59-590-0-165 6 (150) 6.63 (168,3) 59-590-0-060 8 (200) 8.63 (219,1) 59-590-0-080 10 (250) 10.75 (273,1) 59-590-0-100 12 (300) 12.75 (323,9) 59-590-0-120 TABLE A MODEL CV -1F GROOVED END SWING CHECK VALVES PART NUMBER SELECTION Valve Size Inch (DN) Pipe O.D. Inch (mm) Cover Gasket Part Number Clapper Facing Part Number Clapper Assembly Part Number Americas Only EMEA/APAC Americas Only EMEA/APAC Americas Only EMEA/APAC 2 2.37 (50) (60,3) 595907020 97670501 59020EPDM 59020EPDM 97670201A 97670201 2-1/2 2.88 595907030 97561801 59025EPDME 59025EPDM 97562801A 97562065 (65) (73,0) 76,1 mm 3.00 595907030 97561801 59025EPDME 59025EPDM — 97562801 (65) (76,1) (80) (88 g) 595907030 97561801 59030EPDME 59030EPDM 97562201A 97562201 4 4.50 595907040 97512001 59040EPDME 59040EPDM 97549001A 97549001 (100) (114,3) 139,7 mm 5.50 595907040 . 97512001 59050EPDME 59050EPDM — 97565501 (125) (139,7) 5 5.56 595907040 97512001 59050EPDME 59050EPDM 97565501A 97562125 (125) (141,3) 165,1 mm 6.50 595907060 97521801 59060EPDME 59060EPDM — 97524101 (150) (165,1) 6 (150) (1 .6 663 3) 595907060 97521801 59060EPDME 59060EPDM 97524101A 97562150 8 8.63 595907080 97547901 59080EPDME 59080EPDM 97592201A 97592201 (200) (219,1) 10 10.75 595907100 97600001 59100EPDM 59100EPDM 97598001A 97598001 (250) (273,1) 12 12.75 595907120 97600002 59120EPDM 59120EPDM 97647701A 97647701 (300) (323,9) TABLE B MODEL CV -1F GROOVED END SWING CHECK VALVES REPLACEMENT VALVE PARTS PART NUMBER SELECTION C C C COVER OUTLET INLET 0 J t VERTICAL ORIENTATION INLET HORIZONTAL ORIENTATION FIGURE 3 MODEL CV -1F GROOVED END SWING CHECK VALVES PROPER ORIENTATION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. TFP1550 Page 5 of 6 Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV -1F Check Valve Specify: Model CV -1F Grooved End Swing Check Valve, size (specify), P/N (specify per Table A) Replacement Valve Parts Refer to Figure 2 to identify Parts. Cover Gasket Specify: Model CV -1F Grooved End Swing Check Valve, Cover Gasket, size (specify), P/N (specify per Table B) Clapper Facing Specify: Model CV -1F Grooved End Swing Check Valve, Clapper Seal Facing, EPDM Grade "E", size (specify), P/N (specify per Table B) Clapper Assembly Includes items 2, 3, 5-14, and 17-19. Specify: Model CV -1F Grooved End Swing Check Valve, Clapper Assembly, size (specify), P/N (specify per Table B) TFPI55O Page 6 of 6 GLOBAL HEADQUARTERS1 1400 Pennbrook Parkway, Lansdale, PA 19446 !Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tgco Fire Protection Products 0 0 POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" - VSR-3 1/2 1144435 4" DN 100 VSR-4 1144404 5" - VSR-5 1144405 6" DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 UL, CUL and CSFM Listed, FM Approved,LPCBApproved,For CE Marked (ENI2259-5) / VdSApproved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL • Non -corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler One or two family dwelling Residential occupancy up to four stories National Fire Alarm Code NFPA-13 NFPA-13D NFPA-13R NFPA-72 AWARNING • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. • Shock hazard. Disconnect power source before servicing. Serious injury or death could result. • Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterflow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. General Information The Model VSR is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering Information chart. The VSR may also be used as a sectional waterflow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Enclosure The VSR switches and retard device are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401146 - REV L 3/09 PAGE 1 OF 4 POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Take care not to damage the non -corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Fig. I DO NOT LEAVE COVER OFF FOR AN EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY u OF Y \ (Flowing water activates device in one directi DWG. 1146-11 on only) DIRECTION WATERFLOW MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms CAUTION Hole must be drilled perpendicular to the pipe and vertically centered. Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect Pipe Wall Thickness Hole Size ----He ( --EL ( ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW -.i 1 20mm t2mm MAX. DN50 ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE fMIg IIe61F Compatible Pipe/ Installation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Hole Size U -Bolt Nuts Tor ue Schedule 10 (UL) Schedule 40 (UL) BS -1387 (LPC) DN (VDS)9 inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft -lb n -m VSR-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25+.1251-.062 33.0±2.0 20 27 VSR-2 1/2 2.5 - 2.875 73.0 0.120 3.05 0.203 5.16 -- - - VSR-2 1/2 - DN65 3.000 76.1 - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 2.00±.125 50.8 ± 2.0 VSR-3 1/2 3.5 - 4.000 101.6 0.120 3.05 0.226 5.74 -- - - VSR-4 4 DN100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 - 5.563 141.3 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. 115401146 - REV L 3/09 PAGE 2 OF 4 Fig. 4 Switch Terminal Connections Clamping Plate Terminal!, 1 t;L ,r DWG. #1146-16 .06 An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. NOTICE Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. Fig. 3 Break out thin section of cover when wiring both switches from one conduit entrance. Fig. 5 Typical Electrical Connections Notes: 1. The Model VSR has two switches, onecanbe used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). CM. 114612 0 ii '341 i;+•1 aS BELL POWER SOURCE SUITABLE FOR BELL I� 000j • WATERFLOW ZONE EOLR ON FIRE PANEL Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. NOTICE Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 7 Mounting Dimensions 3.50 in (89.0 mm U -BOLT NUT U -BOLT WASHER PIPE SADDLE 234 in (59 4 mm) PIPE PLASTIC PADDLE U -BOLT PIPE DIA. + 525 in +1334mm) PRINTED IN USA 0V6 1146-u NOMINAL PIPE DIA. +1 75 in (+44.5 MM) FOR DN 50 — DN 65 2-2.5 in NOMINAL PIPE DIA. +2 125 in (+54 0 MM) FOR DN 80 — DN 200 3-8 in MFG. #5401146 — REV L 3/09 1111 01.. n 1 11 1111111 PAGE 3 OF 4 POTTER The Symbol of Protection VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock # 1029030 (see Fig. 6). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 6) NOTICE The Retard/Switch Assembly is field -replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell (if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re -install the (2) original mounting screws. 8. Reconnect all wires. Perform a flow test and place the system back in service. Fig. 6 DO NOT REMOVE (2) RETARD HOUSING SCREWS REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE BREAKOUTTHIN SECTION OF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING CREWS RETARD/SWITCH ASSEMBLY (2) LOCATING PINS (2) LOCATING PIN BOSSES IN BASE DWG# 1146-10 Removal of Waterflow Switch • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Tum off electrical power to the detector, then disconnect wiring. • Loosen nuts and remove U -bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG. #5401146 - REV L PAGE 4 OF 4 3/09 POTTER The Symbol of Protection BELLS PBA -AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA -6-12 l 1750070 .12A 85 76 8 (200) 12VDC MBA -8-12 1750080 .12A 90 77 10 (250) 12VDC MBA -10-12 1750060 .12A 92 78 6 (150) 24VDC MBA -6-24 1750100 .06A 87 77 8 (200) 24VDC MBA -8-24 1750110 .06A 91 79 10 (250) 24VDC MBA -10-24 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6 (150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PBA1208 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. A 11 ARNIN:6 In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5400776 - REV Y-1 01/13 PAGE 1 OF 2 POTFER The Symbol of Protection BELLS PBA -AC & MBA -DC Bells Dimensions Inches (mm) Fig. 1 211/16" (68) DWG# 776-1 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance i 5 3/4" (146) 0 I5/8" (41) DWG# 776-2 3 3/8" 5" (86) (127) 3 3/8" (86) 4 1/4" y (108) Wiring (rear view) Fig. 3 A.C. BELLS WHITE(IN) WHITE(OUT) FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) BLACK (OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. FACP u1� II1 II1-.... DWG* 776-3 To Next Device or End -of -Line Resistor Installation 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). 7,1\111\1G Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. 45400776 - REV Y-1 01/13 PAGE 2 OF 2 Model 1011A TESTANDRAI N® Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve f� 'The AGF Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi -story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011A -features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/a" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). • Complies with NFPA 13 and NFPA 13R Requirements • Compact, Single -Handle Ball Valve • Tamper -Resistant Test Orifice and Sight Glasses • 300 PSI rated. • Specifiable orifice sizes: 3/a" (2.8K), 7/16" (4.2K), 1/2" (5.6K), 17/32" (8.0K), 5/8" (11.2K, ELO), 3la" (14.0K, ESFR), and K25 • Relieves Excess System Pressure caused by Surges or Temperature Changes • Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing • Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% o their rating. The valves are required to CLOSE at a pressure i above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT woe isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. SS-M1011A_V001 - 06/13 Reliability, Versatility, Code Compatibility TESTANDRAIN° is a registered trademark of AGF Manufacturing Inc. AF Model 1011A ° TESTANDRAIN®c APPROVED Model 1011A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve Factory Rated at 175 PSI with other setting available Dimensions SIZE A B C D E F G H 3� 79/16" (191 mm) 11/2" (37.5 mm) 23/16" (57 mm) 35/8" (93 mm) 33/8" (86 mm) 113/16" (46 mm) 49/16" (117 mm) 63/8" (162.5 mm) 1" 79/16" 11/2" 23/16" 35/8" 33/8" 113/16" 49/16" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4" 715/16" (201 mm) 111/16" (43 mm) 29/16" (65 mm) 41/4" (108 mm) 35/8" (91 mm) 115/16" (51 mm) 59/16" (141 mm) 71/2" (192 mm) 11/2" 815/16" (227 mm) 113/16" (45 mm) 31/4" (81.5 mm) 51A 6" (127 nim) 37/8" (99 mm) 25/8" (67 mm) 81/4" (207 mm) 107/8" (274 mm) 2" 815/16" (227 mm) 113/16" (45 mm) 31/4" (81.5 mm) 51/1 6" (127 mm) 37/8" (99 mm) 25/8" (67 mm) 81/4" (207 mm) 107/8" (274 mm) The Model 1011A provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1* Chapter 8.16.2.4.2 & 8.1 6.2.4.3 Chapter 8.16.2.4.4 Chapter A.8.17.4.2 Chapter 8.17.4.2.2 Chapter 8.17.4.2.4 Chapter 8.17.4.3.1 Chapter 8.17.4.3.2 Chapter 7.1.2 Chapter 8.16.1.2.3" Chapter A.8.16.1.2.3 Provisions shall be made to properly drain all parts of the system. Drain connections, interior sectional or floor control valve(s) — shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Drains shall discharge outside or to a drain capable of handling the flow of the drain. (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow... using an approved sight test connection containing a smooth bore corrosion -resistant orifice giving a flow equivalent to one sprinkler... The test connection valve shall be accessible. shall be permitted to be installed in any location... downstream of the waterflow alarm. (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion -resistant orifice, to provide a flow equivalent to one sprinkler... The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. A listed relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure -reducing valve set to operate at a pressure not exceeding rated pressure of the system. - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011A - Front View Model 1011A - Plan View Orifice Sizes 3/", 718" 1/2" 17/32", 5/8" ELO*, 3/4" ESFR*, and K25** Materials Handle Steel Stem Rod Brass Ball C.P. Brass Body Bronze Valve Seat Impregnated Teflon° Indicator Plate Steel Relief Valve Bronze Bypass FittingsBrass Bypass TubingNylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC -BSA No. 720 -87 -SM NUE tN LS.A. USA Patent # 4741361 and Other Patents Pending �F AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com 'Available on 11/4' to 2" size unrts only • —Available on 1W and 2" size units only Job Name: Architect: Engineer: Contractor: CARGCO Fire Sprinkler Pressure Gauges 0-300 psi water 0-300 psi air 0-300 psi air/water GUARANTEED Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Accuracy ± 3/2/3% of span 11/2" (ASME B40.1 Grade B) Working Range Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: max. 140°F (+60°C) Temperature Error Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18° F (10°C) rising or falling. Percentage of span. Standard Features Connection Material: copper alloy Lower mount (LM) - not available for 11/2" size 1/4" NPT limited to wrench flat area Bourdon Tube: Material: copper alloy C-type Movement: Copper alloy, silicone dampened Dia: White plastic with stop pin - black & red lettering Pointer: Black aluminum Case: Black polycarbonate Approvals UL listed (UL -393) FM approved Standard Scale PSI Window Acrylic, ultrasonically welded to case Standard Series • Type 110.10sp Order Options water air/water air The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM 1/4" IPS UL/ULC Listed' 300 psi Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has been cast into the valve body. The most common installation allows for a 1/4" IPS nipple between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe ©2003-2007 Fire Protection Products, Inc Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFit® Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. OVERTIGHTENING MAY CAUSE VALVE FAILURE. *UUULC Listed 2R97 Specifications Materials: Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS Working Pressure: 400 WOG Fire Protection Products, Inc. F P P e 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 For questions: 1 800 344-1822 • 1 800 344-3775 fax • www.fppi.com Full Port Ball Valve Forged Brass UL/ULc Listed 2R97 FM Approved Description FPPI's complete line of Forged Brass, Full Port Ball Valves feature forged components machined to exacting specifications. Suitable for water, oil and gas, our Full Port Ball Valves are rated 600 PSI for sizes 1/2" - 1 1/2" IPS and 300 PSI for the 2" size. Each valve is complete with plastic coated valve handle marked as required by UL. Blow out proof stem. UL/ULc Listed 2R97 (1/4" - 2" IPS). FM Approved. Installation Installation practices consistent with those of the fire sprinkler industry are appropriate for the installation of this product. Always make sure to properly "hold back" the valve and each component being installed to the valve to prevent over tight- ening or stressing of the valve body. It is also necessary to make sure all components are in proper alignment in the as- sembly where the ball valve is present. Improper alignment of attached components may cre- ate stress on the valve leading to valve failure. Use a suitable thread sealant such as PTFE tape or PipeFit Thread Sealant Paste with PTFE. Never use tape and paste together. We ©2008 FPPI do not recommend the use of anaerobic sealants with this product. The materials used in this sealant type are highly caustic and may cause failure of the synthetic compo- nents present in this product. DO NOT USE MORE THAN ONE SEALANT TYPE PER THREADED CONNECTION. DO NOT OVER TIGHTEN THREADS. OVER TIGHTEN- ING WILL CAUSE LEAKS IN THIS AND OTHER THREAD- ED COMPONENTS. FPPI® Specifications Nomenclature and Material: Part: Material: Nut Steel Handle Steel Stem Gland Brass Stem Packing PTFE Stem Brass Body Forged Brass Ball Disc Pack PTFE Ball Disc Brass or Forged Brass End Plug Forged Brass Part No. 06-838 06-840 06-842 06-844 06-845 06-846 06-848 Size* 1/4" IPS 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" *Full port valves have slightly larger "take out" dimensions than standard port valves. You may need to adjust trim components accordingly. Fire Protection Products, Inc 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 For questions: 1 800 344-1822 • 1 800 344-3775 fax • www.fppi.com STAINLESS STEEL METHOD ANVIL GRUVLOK STAINLESS STEEL FITTITVGS - TYPE 304 C Gruvlok A Series Stainless Steel Fittings are full flow design with ends grooved to Gruvlok specifications. The A Series standard material is formed from Type 304 Stainless Steel. TheASeries Fittings are annealed after forming and grooving to provide increased corrosion resistance. Gruvlok A Series Stainless Steel 45° and 90° elbows and tees have compact center - to -end dimensions which make installation quick and easy with the Gruvlok Figure 7400SS Coupling, or other Gruvlok products. LI FIG. ,7050-SSO4 900 Stainless Steel Elbow Type 304 FIGURE 90° STAINLESS A705055 STEEL ELBOW Nominal Size Center to End* Approx. Wt. Ea. ln./DN(mm) lnimm Lbs./Kg 11/4 213/16 0.8 32 71.44 0.4 11/2 3 1.0 40 76.20 0.5 2 311/16 1.3 50 93.66 0.6 21/2 45A6 1.8 65 109.54 0.8 3 51/is 2.9 80 128 59 1.3 4 65/16 4.6 100 160.34 2.1 6 9 11.2 150 228.60 5.1 8 12 22.7 200 304.80 10.3 10 15 35.3 250 381.00 16.0 12 18 56.9 300 457.20 25.8 ❑ FIG. I7051-SSO4 45° Stainless Steel Elbow Type 304 Ao. FIGURE 450 STAINLESS Nominal Size A705155 STEEL Center to End* ELBOW Approx. Wt. Ea. In./DN(mm) Inimm Lbs./Kg 11/4 1% 0.4 32 44.45 0.2 11/2 11/8 0.5 40 4763 0.2 2 21/8 0.7 50 53.98 0.3 21/2 23/8 0.9 65 60.33 0.4 3 213/8 1.5 80 71.44 0.7 4 35/16 2.4 100 84.14 1.1 6 41/2 6.0 150 114.30 2.7 8 57/6 11.7 200 149.23_ 5.3 10 71/6 17.6 250 180.98 8.0 12 85/8 27.6 300 219 08 12.5 PRESSURE RATINGS FOR STAINLESS STEEL PIPE & FITTINGS Schedule 10S pipe are based upon the use of roll-groover roll sets that have been specifically designed for use on Schedule 10S stainless steel pipe. Using roll sets that were designed for roll grooving carbon steel pipe may significantly reduce the pressure ratings that can be obtained. Consult Gruvlok for applications that involve roll grooving 10" or larger stainless steel pipe or that involves Schedule 5S stainless steel pipe. A SERIES SS FITTING PRESSURE RATINGS ®®®®131 Sizes Pressure (psi) 6" Ell 10" 1131 500 500 500 500 500 500 400 250 100 200 ❑ FIG. 0.7060-SSO4 Stainless Steel Tees Type 304 FIGURE STAINLESS Nominal Size A7060SS STEEL Center to End* TEE Approx. Wt. Ea. In./DN(mm) Inimm Lbs./Kg 11/4 2% 1.1 32 69.85 0.5 11/2 215A6 1.3 40 74.61 0.6 2 33/16 3.2 50 80.96 7.5 21/2 311A, 4.4 65 93.66 2.0 3 4 5.8 80 107.60 2.6 4 415/18 8.6 100 125.41 3.9 6 6Y 18.5 150 165.10 8.4 8 8Yi6 33.4 200 204.79 15.1 10 91/2 35.3 250 241.30 16.0 12 11 52.7 300 279.40 23.9 Notes: 1) *Dimensions may differ from those shown above. Contact an Anvil Representative for more information. 2) For A Series 304 SS refer to the pressure ratings chart above. PROJECT INFORMATION Project: ❑ FIG. £7074-SSO4 Stainless Steel Caps Type 304 ❑ Approved FIGURE STAINLESS Nominal Size A707455 STEEL Center to End* CAP Approx. Wt. Ea. ln./DN(mm) Inimm Lbs./Kg 11/4 13/4 0.4 32 44.45 0.2 11/2 1% 0.4 40 44.45 0.2 2 2 0.4 50 50.80 0.2 21/2 23As 0.9 65 55.56 0.4 3 29/16 1.1 80 65.09 0.5 4 215/16 1.5 700 74.61 0.7 6 39/i6 3.1 150 90.49 1.4 8 4 6.6 200 101.60 3.0 10 5 9.9 250 127.00 4.5 12 6 15.2 300 152.40 6.9 APPROVAL STAMP Address: ❑ Approved as noted Contractor: ngineer: ❑ Not approved Submittal Date: Notes 1: Notes 2: GL -6.11 Remarks: c FireLock EZ® Rigid Coupling Style 009N ✓ctaulic` 10.64 PATENTED Approvals/Listings: c USTED us LPCB VdS See Victaulic Publication 10.01 for more details. CProduct Description: c The FireLock EZ Style 009N Installation-ReadyTM Rigid Coupling is for use in the fire protection market. The coupling's unique design eliminates loose parts, promotes consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009N couplings are recommended for use ONLY on fire protection systems. Job/Owner System No. Location Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: ❑ Orange enamel (North America, Asia Pacific) ❑ Red enamel (Europe) ❑ Optional: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Engineer Spec Section Paragraph victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Listings/Approvals 1 The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size inches Pressure Rating Pipe Sch. Size inches Size cULus FM Vds LPCB FM psi kPa Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 300 2068 365 2517 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 365 365 32 1600 2517 2517 1205 2502 2502 2517 2517 11/2 232 365 365 175 363 363 365 365 40 1600 2517 2517 1205 2502 2502 2517 2517 2 363 365 365 175 363 363 365 365 50 2502 2517 2517 1205 2502 2502 2517 2517 21 365 365 175 363 363 365 365 65 N/A 2517 2517 1205 2502 2502 2517 2517 76.1 mm N/A 3652 2517 N/A N/A 3633 2502 N/A 365 2517 365 2517 3 80 N/A 365 2517 365 2517 175 1205 363 2502 363 2502 365 2517 365 2517 4 100 N/A 365 2517 365 2517 175 1205 363 2502 363 2502 365 2517 365 2517 108.0mm N/A N/A N/A N/A2502 363 363 2502 N/A N/A 5 125 N/A 290 2000 365 2517 N/A 363 2502 363 2502 N/A N/A 133.0 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 150 N/A 290 2000 365 2517 N/A 363 2502 363 2502 N/A N/A 8N/A 200 290 2000 365 2517 N/A 363 2502 363 2502 N/A N/A 1 Listed/Approved for wet and dry pipe systems (> —40°F/ -40°C) for continuous use in freezing conditions, use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual (I-009N/009H) for details concerning when supplemental lubrication is required. 2 cULus listed for DIN 2458 2.6 mmm pipe wall. 3 FM approved for BS 1387 Medium 3.6 mm pipe wall. Speciality Pipe Pipe Sch. Size inches Pressure Rating Pipe Sch. Size inches Pressure Rating Pipe Sch. Size inches Pressure Rating cULus psi kPa FM psi kPa cULus psi kPa FM psi kPa cULus psi kPa FM psi kPa BLT 11/4 — 2 300 2068 365 2517 EZT 1 1/a — 2 300 2068 365 2517 MT 1 1/4 — 2 300 2068 365 2517 DF 1 1/4 — 4 300 2068 365 2517 FF 11/4 — 4 300 2068 365 2517 MLT 11/4 — 2 N/A 365 2517 DT 1 1/a — 2 300 2068 365 2517 FLF 11/4 — 4 N/A 365 2517 ST 11/4 — 2 N/A 365 2517 EF 11/4 — 4 175 1206 175 1206 FLT 11/4 — 2 N/A 365 2517 STF 11A — 4 N/A 365 2517 EL 11/4 — 2 300 2068 365 2517 FLTL 1 1/4 — 2 N/A 365 2517 TF 2 % — 4 N/A 365 2517 r victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Style 009N Dimensions: Y ► I j Style 009N Pre -Assembled (Push On Condition) Style 009N Joint Assembled Nominal Size inches mm Actual Outside Diameter inches mm Maximum Working Pressure' psi kPa Maximum End Load' lbs. N Allow. Pipe End Separation2 inches mm Bolt/Nut3 (No.) size inches Dimensions Approx. Weight Each lbs. kg Pre-assebled (Push On Condition) Joint Assembled X inches mm Y inches mm X inches mm Y inches mm Z inches mm 11/4 1.660 365 790 0.10 2-3/8)(2 3.10 4.90 2.70 4.90 1.92 1.4 32 42.4 2517 3514 2.54 M -10 x 2 79 124 69 124 49 0.7 11/2 1.900 365 1035 0.10 2-3/8x2 3.30 5.10 3.00 5.10 1.92 1.5 40 48.3 2517 4604 2.54 M-10 x 2 84 129 76 129 49 0.7 2 2.375 365 1616 0.12 2 -3/8 x 2 3.90 5.60 3.50 5.60 1.95 1.9 50 60.3 2517 7193 3.05 M -10 x 2 99 142 89 142 50 0.9 21/2 2.875 365 2370 0.12 2 -3/8 x 21/2 4.50 6.10 4.00 6.10 1.95 2.1 65 73.0 2517 10542 3.05 M -10 x 21/2 114 155 102 155 50 1.0 76.1 mm 3.000 76.1 365 2517 2580 11476 0.12 3.05 2-3/8x 21/2 M -10 x 21/2 4.56 115.7 6.00 152.5 4.05 102.8 6.06 153.9 1.94 49.2 2.1 1.0 3 3.500 365 3512 0.12 2-3/8)(21/2 5.10 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622 3.05 M-10 x 21/2 129 170 117 170 50 1.0 4 4.500 365 5805 0.17 2 -3/8x 2 Yz 5.95 7.80 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 M-10 x 21/2 151 199 141 190 55 1.3 108.0 mm 4.250 108.0 365 2517 5175 23020 0.17 4.318 2 -3/8x 2 Yz 5.56 141 7.39 1.88 5.28 134 7.36 187 2.14 54 3.1 1.4 5 5.563 365 5178 0.17_ '/2 7.19 9.25 6.7 9.11 2.19 5.0 125 141.3 2000 23033 4.318 2 x 3 183 235 170 231 56 2.3 133.0 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 6.625 365 9997 0.17 8.32 10.29 7.82 10.13 2.17 6.0 150 168.3 2000 44469 4.318 2 _1/2 x 31/4 211 261 199 257 55 2.7 8 8.625 365 13730 0.17 10.89 13.31 10.22 13.1 2.5 11.4 200 219.1 1620 61074 4.318 2-5/8x 4 277 338 260 333 64 5.2 1 Working P essure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard rol or cut grooved in accordance with Victaulic specifications. See page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1/2 times the figures shown in the chart on page 1, specific to pipe schedule and size. 2 The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. General Notes: NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT. Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems NOTE: FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets include an integral pipe slop, that once installed provides the similiar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. Installation Reference should always be made to the I-100 Victaulic Field Installation Handbook for Note This product shall he manufactured by Victaulic cr to Victaulic specifications. All products 0 tqca Fire Protection Products Worldwide www.tyco-fire.com Contacts GRINNELL G -FIRE Figure 577 Grooved Rigid Coupling 1 to 12 Inch (DN25 to DN300) General Description The GRINNELL G -FIRE Figure 577 Grooved Rigid Couplings provide a rigid joint by firmly gripping along the full circumference of the pipe grooves. Figure 577 couplings are a proven de- pendable method of joining pipe and are an economical alternative to weld- ing, threading, or using flanges. Figure 577 couplings are rated at pressures up to 350 psi (24, 1 bar) de- pending on pipe size and wall thick- ness when used in fire protection ser- vice applications. Refer to Table A. NOTICE The GRINNELL G -FIRE Figure 577 Grooved Rigid Coupling described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the Approval agency, in addition to the standards of any other authorities having jurisdiction. Failure to do so may result in serious person- al injury or impair the performance of these devices. Never remove any piping component nor correct or modify any piping de- ficiencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal inju- ry, property damage, and/or impaired device performance. It is the designer's responsibility to se- lect products suitable for the intend- ed service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selec- tion should be verified to be compati- ble for the specific application. Always read and understand the installation instructions. The owner is responsible for maintain- ing their mechanical system and de- vices in proper operating condition. The installing contractor or device manufacturer should be contacted with any questions. Technical Data Approvals UL and ULC Listed FM Approved VdS Approved LPCB (Cert. Nos. 669a and 673a) Refer to Table A for details. Sizes 1 to 12 Inch (DN25 to DN300) Housing Ductile iron conforming to ASTM A536, Grade 65-45-12 Finish • Orange non -lead paint • Red non -lead paint • Hot -dipped, Galvanized conforming to ASTM A153 Bolts/Nuts • ANSI: Carbon Steel oval neck track head bolts are heat-treated and conform to the physical properties of ASTM A183 Grade 2 and SAE J429 Grade 5 with a minimum tensile strength of 110,000 psi. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A183 Grade 2 and SAE J995 Grade 5. Bolts and nuts are zinc - electroplated conforming to ASTM B633. Stainless Steel bolts and nuts are available upon request. • Metric: Carbon Steel oval neck track head bolts (Gold color coded) are heat- treated and conform to the physical properties of ASTM F568M with a minimum tensile strength of 760 MPa. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A563M Class 9. Bolts and nuts are zinc -electroplated con- forming to ASTM B633. VdS LPCB For Fire Pro ection pressure rating, listing, and approval information, contact your TYCO Representative. Gaskets • Pre -lubricated Grade "A" EPDM, Violet color code, -30°F to 150°F (-34°C to 66°C) For dry and freezer systems, lubri- cation is required. Refer to Installa- tion Manual IH-1000FP for details. • Tri -Seal Grade "E" EPDM, Green color code, -30°F to 230°F (-34°C to 110°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page 1 of 4 NOVEMBER 2014 TFP1854 TFP1854 Page 2 of 4 Pipe Size Max.b Pressures psi (bar) Max.b End Load Lbs. (kN) Max.a, d End Gap Inches (mm) Nominal Dimensions Coupling Bolts Approx. Weight Lbs. (kg) Nominal ANSI Inches 0.D. Inches (mm) A Inches (mm) B Inches (mm) C Inches (mm) Qty. Sizec Inches (mm) 1 1.315 350 475 0.06 1.63 3.92 1.65 3/8 x 2-1/4 1.2 DN25 (33,7) (24,1) (2,11) (1,5) (41) (100) (42) 2 M10 x 57 (0,55) 1-1/4 1.660 350 757 0.06 2.66 4.40 1.64 2 3/8 x 2-1/4 1.3 DN32 (42,4) (24,1) (3,37) (1,5) (68) (112) (42) M10 x 57 (0,59) 1-1/2 1.900 350 992 0.06 2.90 4.66 1.66 2 3/8 x 2-1/4 1.5 DN40 (48,3) (24,1) (4,41) (1,5) (74) (118) (42) M10 x 57 (0,68) 2 2.375 350 1,551 0.06 3.38 5.20 1.70 2 3/8 x 2-1/4 1.8 DN50 (60,3) (24,1) (6,90) (1,5) (86) (132) (43) M10 x 57 (0,82) 2-1/2 2.875 350 2,272 0.06 3.88 5.64 1.75 3/8 x 2-1/4 2.0 DN65 (73,0) (24,1) (10,11) (1,5) (99) (143) (44) 2 M10 x 57 (0,91) — 3.000 350 2,474 0.06 4.00 5.78 1.75 — 2.0 DN65 (76,1) (24,1) (11,01) (1,5) (102) (147) (44) 2 M10 x 57 (0,91) 3 3.500 350 3,367 0.06 4.50 6.33 1.75 2 3/8 x 2-1/4 2.7 DN80 (88,9) (24,1) (14,98) (1,5) (114) (161) (44) M10 x 57 (1,22) 4 4.500 300 4,771 0.06 5.70 7.50 1.83 2 3/8 x 2-1/4 3.3 DN100 (114,3) (20,7) (21,22) (1,5) (145) (191) (46) M10 x 57 (1,50) — 5.500 300 7,127 0.125 6.80 8.75 1.91 2 — 5.3 DN125 (139,7) (20,7) (31,71) (3,2) (173) (222) (49) M12 x 76 (2,41) 5 5.563 300 7,290 0.125 6.86 8.82 1.91 2 1/2 x 3 5.3 DN125 (141,3) (20,7) (32,43) (3,2) (174) (224) (49) M12 x 76 (2,41) — 6.500 300 9,955 0.125 7.80 9.75 1.91 2 — 5.7 DN150 (165,1) (20,7) (44,28) (3,2) (198) (248) (49) M12 x 76 (2,59) 6 6.625 300 10,341 0.125 8.47 9.88 1.91 2 1/2 x 3 5.9 DN150 (168,3) (20,7) (46,00) (3,2) (215) (251) (49) M12 x 76 (2,68) 8 8.625 300 17,528 0.125 10.25 12.78 2.40 2 5/8 x 3-1/4 11.7 DN200 (219,1) (20,7) (77,97) (3,2) (260) (325) (61) M16 x 83 (5,32) 10e 10.750 300 27,229 0.25 12.50 16.50 2.56 2 3/4 x 4-3/4 19.5 DN250 (273,0) (20,7) (121,0) (6,4) (318) (419) (65) M20 x 121 (8,86) 12e 12.750 300 38,303 0.25 14.50 18.50 2.56 2 3/4 x 4-3/4 22.0 DN300 (323,9) (20,7) (170,0) (6,4) (368) (470) (65) M20 x 121 (10,00) a. Maximum available gap between pipe ends. Minimum gap = 0. b. Maximum Pressure and End Load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact your TYCO Representative. c. Gold color coded metric botts and nuts are available upon request. d. Max End Gap is for cut grooved standard weight pipe. e. For 10 inch and 12 inch sizes where VdS Approval is required, refer to Figure 772, Technical Data Sheet G140. FIGURE 1 G -FIRE FIGURE 577 GROOVED RIGID COUPLING, 1 TO 12 INCH (DN25 TO DN300) NOMINAL DIMENSIONS c TFP1854 Page 3 of 4 Pipe Sizes Nominal ANSI Inches (O.D. mm) Pipe Schedules Pressure Rating psi (bar) UL ULC FM ISO 4200 Type F 10 300 300 350 1 (33,7) EN 10255 Heavy (20,7) (20,7) (24,1) 300 (20,7) 300 (20,7) 139,7 ISO 4200 Type D, E, and F 300 (20,7) 40 350 (24,1) 350 (24,1) 350 (24,1) EN 10255 Medium 10 350 350 350 1-1/4 (42,4); 1-1/2 (48,3); 300 (20,7) (24,1) (24,1) (24,1) 2 (60,3); 2-1/2 (73,0)40 350 350 350 (24,1) (24,1) (24,1) 10 300 (20,7) 300 (20,7) 350 (24,1) 3 (88,9); 4 (114,3) 300 300 350 40 (20,7) (20,7) (24,1) 10 300 300 300 5 (141,3); 6 (168,3); (20,7) (20,7) (20,7) 8 (219,1)a; 10 (273,0)a; 12 (323,9)b 40 300 300 300 (20,7) (20,7) (20,7) Pipe O.D. mm Pipe Specifications Pressure Rating pal (bar) UL FM 76,1 ISO 4200 Type F 300 (20,7) 350 (24,1) ISO 4200 Type D and E 300 (20,7) 300 (20,7) EN 10255 Heavy 300 (20,7) 300 (20,7) EN 10255 Medium 300 (20,7) 300 (20,7) 139,7 ISO 4200 Type D, E, and F 300 (20,7) 300 (20,7) EN 10255 Heavy 300 (20,7) 300 (20,7) EN 10255 Medium 300 (20,7) 300 (20,7) 165,1 EN 10255 Heavy 300 (20,7) 300 (20,7) EN 10255 Medium 300 (20,7) 300 (20,7) Pipe Sizes Nominal ANSI Inches (O.D. mm) Pipe Specificationd Pressure Rating psi (bar) LPCB VdS 1 (33,7); 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1); 3 (88,9); 4 (114,3); - (165,1) ISO 65 Medium 290 (20) - 6 (168,3); 8 (219,1); 10 (273,0); 12 (323,9) ISO 4200 Wall Thickness 5,4 mm 290 (20) (20) 1 (33,7); 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1);DIN 3 (88,9); 4 (114,3); - (139,7); 6 (168,3); 8 (219,1) 2448 or 2548 _ 232 (16) a. For 8 and 10 inch sizes, minimum allowed pipe wall thickness is 0.188 inches b. For 12 Inch, Schedule 30 is minimum allowed pipe wall thickness by UL and ULC. 0.250 inch wall thickness is the minimum allowed by FM c. See Agency website for Listing/Approvals of other pipe specifications: UL website - see Online Certificate Directory, www.ul.com FM Global website - www.approvalguide.com d. See Agency website for Listing/Approvals of other pipe specifications: LPCB website - see Search Our Listings - Automatic Sprinklers, Water Spray and Deluge Systems, www.redbooklive.com VdS website - see certifications, www.vds.de TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1854 Page4of4 Care and Maintenance The GRINNELL G -FIRE Figure 577 Grooved Rigid Coupling must be maintained in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be af- fected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for mon- itoring proprietary and/or central sta- tion alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addi- tion to the standards of any authority having jurisdiction. Contact the install- ing contractor or product manufac- turer with any questions. Any impair- ments must be immediately corrected. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure GRINNELL Products are available glo- bally through a network of distribution centers. For the nearest distributor, visit www.tyco-fire.com. When plac- ing an order, indicate the full product name. Specify: G -FIRE Figure 577 Grooved Rigid Coupling, quantity, pipe size (Nominal ANSI or O.D.), finish (Or- ange, Red, or Galvanized), and type of gasket: • Pre -lubricated Grade "A" EPDM • Tri -Seal Grade "E" EPDM GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. two Fire Protection Products c Vico Fire Protection Products Worldwide www.tyco-fire.com Contacts • GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling 1 to 12 Inch (DN25 to DN300) General Description The GRINNELL G -FIRE Figure 705 Grooved Flexible Couplings, when properly installed, provide a depend- able method of joining pipe, allowing for angular and linear deflection, ther- mal expansion and contraction, and misalignments of the pipe. Figure 705 couplings are rated at pres- sures up to 300 psi (20,7 bar) depend- ing on pipe size and wall thickness when used in fire protection service applications. (Refer to Table A.) NOTICE The GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling described herein must be installed and main- tained in compliance with this docu- ment and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of these devices. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal inju- ry, property damage, and/or impaired device performance. It is the designer's responsibility to se- lect products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selec- tion should be verified to be compat- ible for the specific application. Always read and understand the installation instructions. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Technical Data Approvals UL and ULC Listed FM Approved VdS Approved LPCB (Cert. Nos. 669a and 673a) Refer to Table A for details Sizes 1 to 12 Inch (DN25 to DN300) Housing Ductile Iron conforming to ASTM A536, Grade 65-45-12 Finish • Orange, non -lead paint • Red, non -lead paint • Hot -dipped, Galvanized conforming to ASTM A153 Bolts/Nuts • ANSI: Carbon Steel oval neck track head bolts are heat-treated and conform to the physical properties of ASTM A183 Grade 2 and SAE J429 Grade 5 with a minimum tensile strength of 110,000 psi. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A183 Grade 2 and SAE J995 Grade 5. Bolts and nuts are zinc - electroplated conforming to ASTM B633. Stainless Steel Bolts and Nuts are available upon request. • Metric: Carbon Steel oval neck track head bolts (Gold color coded) are heat- treated and conform to the physical properties of ASTM F568M with a minimum tensile strength of 760 MPa. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A563 M Class 9. Bolts and nuts are zinc -electroplated con- forming to ASTM B633. VdS LPCB For Fire Protec ion pressure rating, listing, and approval information, contact your TYCO Representative. Gaskets • Pre -lubricated Grade "A" EPDM, Violet color code, -30°F to 150°F (-34°C to 66°C) For dry and freezer systems, lubrica- tion is required. Refer to Installation Manual IH-1000FP for details. • Tri -Seal Grade "E" EPDM, Green color code, -30°F to 230°F (-34°C to 110°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page 1 of 4 NOVEMBER 2014 TFP1820 TFP1820 Page 2 of 4 B C �{ ell �� Al 1 Nominal Pipe SizeMax.b Pressures Psi (bar) Max.' End Load Lbs. (kN) Max. ,s d Gap Inches (mm) Nominal Dimensions Coupling Bolts rox. Approx. pp WeightInches (kg) Degrees per Coupling Inches/ Foot (mm/m) A Inches (mm) B Inches (mm) C Inches (mm) Qty. Size' Inches (metric) ANSI (DN) O.D. Inches (mm) 1 (25) 1.315 (33,7) 300 (20,7) 407 (1,81) 0.131.16 (3,3) 5°30 (96,7) 2.24 (56,9) 3.94 (100,1) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.3 (0,6) 1-1/4 (32) 1.660 (42,4) 300 (20,7) 649 (2,88) 0.130.90 (3,3) 419 (75,0) 2.56 (65,0) 4.19 (106,4) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.5 (0,7) 1-1/2 (40) 1.900 (48,3) 300 (20,7) 850 (3,78) 0.130.79 (3,3) 3°46 (65,8) 2.75 (69,9) 4.44 (112,8) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.6 (0,7) 2 (50) 2.375 (60,3) 300 (20,7) 1,328 (5,90) 0.130.63 (3,3) 3�1 (52,5) 3.25 (82,6) 4.88 (124,0) 1.88 (47,8) 2 3/8 x 2-1/4 (M10 x 57) 1.7 (0,8) 2-1/2 (65) 2.875 (73,0) 300 (20,7) 1,947 (8,66) 0.130.52 (3,3) 229 (43,3) 3.69 (93,7) 5.50 (139,7) 1.88 (47,8) 2 3/8 x 2-1/4 (M10 x 57) 2.0 (0,9) 76,1mm (65) 3.000 (76,1) 300 (20,7) 2,120 (9,43) 0.132�23� (3,3) 0.50 (41,7) 4.00 (101,6) 5.75 (146,10) 1.88 (47,8) 2 (M12 x 76) 3.1 (1,4) 3 (80) 3.500 (88,9) 300 (20,7) 2,885 (12,83) 0.130.43 (3,3) 2�3 (35,8) 4.38 (111,3) 6.50 (165,1) 1.88 (47,8) 2 1/2 x 3 (M12 x 76) 3.1 (1,4) 108,0mm (100) 4.250 (108,0) 300 (20,7) 4,256 (18,93) 0.253°22 (6,4) 0.70 (58,3) 5.50 (139,7) 7.50 (190,5) 2.06 (52,3) 2 (M12 x 76) 4.2 (1,9) 4 (100) 4.500 (114,3) 300 (20,7) 4,769 (21,21) 0.250.67 (6,4) 3°11 (55,8) 5.69 (144,5) 7.75 (196,9) 2.06 (52,3) 2 1/2 x 3 (M12 x 76) 4.0 (1,8) 133,Omm (125) 5.250 (133,0) 300 (20,7) 6,494 (28,88) 0.252�44� (6,4) 0.56 (46,7) 6.56 (166,6) 9.50 (241,3) 2.06 (52,3) 2 (M16 x 83) 7.2 (3,3) 139,7mm (125) 5.500 (139,7) 300 (20,7) 7,127 (31,70) 0.252�36� {6,4) 0.55 (45,5) 6.81 (173,0) 9.75 (247,7) 2.06 (52,3) 2 (M16 x 83) 7.2 (3,3) 5 (125) 5.563 (141,3) 300 (20,7) 7,288 (32,41) 0.250.54 (6,4) 2°35 (45,0) 6.88 (174,8) 9.75 (247,7) 2.06 (52,3) 2 5/8 x 3-1/4 (M16 x 83) 7.1 (3,2) 159,0mm (150) 6.250 (159,0) 300 (20,7) 9,204 (40,93) 0.252°17 (6,4) 0.48 (40,0) 7.56 (192,0) 10.31 (261,9) 2.06 (52,3) 2 (M16 x 83) 7.4 (3,4) 165,1mm (150) 6.500 (165,1) 300 (20,7) 9,950 (44,25) 0.252°12 (6,4) 0.46 (38,3) 7.75 (196,9) 10.69 (271,5) 2.06 (52,3) 2 (M16 x 83) 7.1 (3,2) 6 (150) 6.625 (168,3) 300 (20,7) 10,336 (45,97) 0.250.45 (6,4) 2°10 (37,5) 7.94 (201,7) 10.69 (271,5) 2.06 (52,3) 2 5/8 x 3-1/4 (M16 x 83) 7.1 (3,2) 8 (200) 8.625 (219,1) 300 (20,7) 17,519 (77,92) 0.250.35 (6,4) 1°40' (29,2) 10.19 (258,8) 13.56 (344,4) 2.50 (63,5) 2 3/4 x 4-3/4 (M20 x 121) 14.5 (6,6) 10e (250) 10.750 (273,0) 250 (17,2) 22,679 (100,8) 0.250.28 (6,4) 1°20 (23,3) 12.69 (322,3) 16.38 (416,1) 2.63 (66,8) 2 1 x 6-1/2 (M24 x 165) 28.0 (12,7) 12e (300) 12.750 (323,9) 250 (17,2) 31,903 (141,9) 0.250.23 (6,4) 1�7 (19,2) 14.94 (379,5) 18.88 (479,6) 2.63 (66,8) 2 1 x 6-1/2 (M24 x 165) 36.5 (16,6) a. Maximum available gap between pipe ends. Minimum gap = 0. b. Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact your TYCO Representative for details. c. Gold color coded metric bolts and nuts are available upon request. d. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 12 that of cut grooved. e. For 10 and 12 inch sizes where VdS Approval or LPCB Certification is required, refer to Figure 707, Technical Data Sheet TFP1840. FIGURE 1 G -FIRE FIGURE 705 GROOVED FLEXIBLE COUPLING, 1 TO 12 INCH (DN25 TO DN300) NOMINAL DIMENSIONS TFP1820 Page 3 of 4 Pipe Sizes Nominal ANSI Inches (O.D. mm) Pipe Schedule` Pressure Rating psi (bar) UL ULC FM 1 (33,7); 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); 2-1/2 (73,0); 3 (88,9); 4 (114,3); 5 (141,3); 6 (168,3); 8 (219,1)a 10 300 (20,7) 300 (20,7) 300 (20,7) 40 300 (20,7) 300 (20,7) 300 (20,7) 10 (273,0)6 10 250 (17,2) 250 (17,2) 300 (20,7) 40 250 (17,2) 250 (17,2) 300 (20,7) 12 (323,9)b 10 250 (17,2) 250 (17,2) 250 (17,2) 40 250 (17,2) 250 (17,2) 250 (17,2) Pipe O.D. mm Pipe c Specification Pipe Specification` Pressure Rating psi(bar) UL FM 76,1 290 (20) ISO 4200 Type D and E 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (20,7) 108,0; 133,0; 139,7; 159,0 ISO 4200 Type E 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (20,7) 165,1 2.5 mm Wall Thickness 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (207) Pipe Sizes Nominal ANSI Inches (0.D. mm) Pipe c Specification Pressure Rating psi (bar) LPCB VdS 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1); 3 (88,9); 4 (114,3); - (165,1) ISO 65 Medium 290 (20) - 6 (168,3); 8 (219,1) ISO 4200 Wall Thickness 5,4 mm 290 (20) (20) 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1); 3 (88,9); 4 (114,3); - (139,7); 6 (168,3); 8 (219,1) DIN 2448 or 2548 - 232 (16) a. For 8 and 10 inch sizes, minimum allowed pipe wall thickness is 0.188 inches b. For 12 Inch, Schedule 30 is minimum allowed pipe wall thickness by UL and ULC. 0.250 inch wall thickness is the minimum allowed by FM c. See Agency website for Listing/Approvals of other pipe specifications: UL Website - see Online Certificate Directory, www.ul.com FM Global Website - www.approvalguide.com d. See Agency website for Listing/Approvals of other pipe specifications: LPCB Website - see Search Our Listings - Automatic Sprinklers, Water Spray and Deluge Systems, www.redbooklive.com VdS Website - see certifications, www.vds.de TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1820 Page 4 of 4 Care and Maintenance The GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling must be maintained in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority hav- ing jurisdiction. Contact the installing contractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure GRINNELL Products are available globally through a network of distribu- tion centers. For the nearest distribu- tor, visit www.tyco-fire.com. When placing an order, indicate the full prod- uct name. Specify: G -FIRE Figure 705 Grooved Flexible Coupling, quantity, pipe size (Nominal ANSI or O.D.), finish (Or- ange, Red, or Galvanized), and type of gasket: • Pre -lubricated Grade "A" EPDM • Tri -Seal Grade "E" EPDM GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. two Fire Protection Products C C tea Fire Protection Products Worldwide www.tyco-fire.com Contacts GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling 1 to 12 Inch (DN25 to DN300) General Description The GRINNELL G -FIRE Figure 705 Grooved Flexible Couplings, when properly installed, provide a depend- able method of joining pipe, allowing for angular and linear deflection, ther- mal expansion and contraction, and misalignments of the pipe. Figure 705 couplings are rated at pres- sures up to 300 psi (20,7 bar) depend- ing on pipe size and wall thickness when used in fire protection service applications. (Refer to Table A.) NOTICE The GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling described herein must be installed and main- tained in compliance with this docu- ment and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of these devices. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal inju- ry, property damage, and/or impaired device performance. It is the designer's responsibility to se- lect products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selec- tion should be verified to be compat- ible for the specific application. Always read and understand the installation instructions. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Technical Data Approvals UL and ULC Listed FM Approved VdS Approved LPCB (Cert. Nos. 669a and 673a) Refer to Table A for details Sizes 1 to 12 Inch (DN25 to DN300) Housing Ductile Iron conforming to ASTM A536, Grade 65-45-12 Finish • Orange, non -lead paint • Red, non -lead paint • Hot -dipped, Galvanized conforming to ASTM A153 Bolts/Nuts • ANSI: Carbon Steel oval neck track head bolts are heat-treated and conform to the physical properties of ASTM A183 Grade 2 and SAE J429 Grade 5 with a minimum tensile strength of 110,000 psi. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A183 Grade 2 and SAE J995 Grade 5. Bolts and nuts are zinc - electroplated conforming to ASTM B633. Stainless Steel Bolts and Nuts are available upon request. • Metric: Carbon Steel oval neck track head bolts (Gold color coded) are heat- treated and conform to the physical properties of ASTM F568M with a minimum tensile strength of 760 MPa. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A563 M Class 9. Bolts and nuts are zinc -electroplated con- forming to ASTM B633. VdS LPCB For Fire Protection pressure rating, listing, and approval information, contact your TYCO Representative. Gaskets • Pre -lubricated Grade "A" EPDM, Violet color code, -30°F to 150°F (-34°C to 66°C) For dry and freezer systems, lubrica- tion is required. Refer to Installation Manual IH-1000FP for details. • Tri -Seal Grade "E" EPDM, Green color code, -30°F to 230°F (-34°C to 110°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page 1 of 4 NOVEMBER 2014 TFP1820 TFPI 820 Page 2 of 4 C1 B • A Nominal Pipe Size Max.a, ° Deflection' Nominal Dimensions Coupling Bolts ANSI Inches (DN) O.D. Inches (mm) Max.' Pressures Psi (bar) Max. n End Load Lbs. (kN) End Gap Inches (mm) Degrees per Coupling Inches/ Foot (mm/m) A Inches (mm) B Inches (mm) C Inches (mm) Qty. Size` Inches (metric) Approx. Weight Lbs. 1 (25) 1.315 (33,7) 300 (20,7) 407 (1,81) 0.131.16 (3,3) 5°30' (96,7) 2.24 (56,9) 3.94 (100,1) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.3 (0,6) 1-1/4 (32) 1.660 (42,4) 300 (20,7) 649 (2,88) 0.130.90 (3,3) 4°19 (75,0) 2.56 (65,0) 4.19 (106,4) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.5 (0,7) 1-1/2 (40) 1.900 (48,3) 300 (20,7) 850 (3,78) 0.130.79 (3,3) 3°46 (65,8) 2.75 (69,9) 4.44 (112,8) 1.81 (46,0) 2 3/8 x 2-1/4 (M10 x 57) 1.6 (0,7) 2 (50) 2.375 (60,3) 300 (20,7) 1,328 (5,90) 0.130.63 (3,3) 3°1 (52,5) 3.25 (82,6) 4.88 (124,0) 1.88 (47,8) 2 3/8 x 2-1/4 (M10 x 57) 1.7 (0,8) 2-1/2 (65) 2.875 (73,0) 300 (20,7) 1,947 (8,66) 0.130.52 (3,3) 2°29 (43,3) 3.69 (93,7) 5.50 (139,7) 1.88 (47,8) 2 3/8 x 2-1/4 (M10 x 57) 2.0 (0,9) 76,1mm (65) 3.000 (76,1) 300 (20,7) 2,120 (9,43) 0.132°23' (3,3) 0.50 (41,7) 4.00 (101,6) 5.75 (146,10) 1.88 (47,8) 2 (M12 x 76) 3.1 (1,4) 3 (80) 3.500 (88,9) 300 (20,7) 2,885 (12,83) 0.130.43 (3,3) 2°3 (35,8) 4.38 (111,3) 6.50 (165,1) 1.88 (47,8) 2 1/2 x 3 (M12 x 76) 3.1 (1,4) 108,0mm (100) 4.250 (108,0) 300 (20,7) 4,256 (18,93) 0.253°22' (6,4) 0.70 (58,3) 5.50 (139,7) 7.50 (190,5) 2.06 (52,3) 2 (M12 x 76) 4.2 (1,9) 4 (100) 4.500 (114,3) 300 (20,7) 4,769 (21,21) 0.250.67 (6,4) 3°11' (55,8) 5.69 (144,5) 7.75 (196,9) 2.06 (52,3) 2 1/2 x 3 (M12 x 76) 4.0 (1,8) 133,0mm (125) 5.250 (133,0) 300 (20,7) 6,494 (28,88) 0.252°44' (6,4) 0.56 (46,7) 6.56 (166,6) 9.50 (241,3) 2.06 (52,3) 2 (MI6 x 83) 7.2 (3,3) 139,7mm (125) 5.500 (139,7) 300 (20,7) 7,127 (31,70) 0.252°36' {6,4) 0.55 (45,5) 6.81 (173,0) 9.75 (247,7) 2.06 (52,3) 2 (M16 x 83) 7.2 (3,3) 5 (125) 5.563 (141,3) 300 (20,7) 7,288 (32,41) 0.250.54 (6,4) 2°35' (45,0) 6.88 (174,8) 9.75 (247,7) 2.06 (52,3) 2 5/8 x 3-1/4 (M16 x 83) 7.1 (3,2) 159,0mm (150) 6.250 (159,0) 300 (20,7) 9,204 (40,93) 0.252°17' (6,4) 0.48 (40,0) 7.56 (192,0) 10.31 (261,9) 2.06 (52,3) 2 (MI6 x 83) 7.4 (3,4) 165,1mm (150) 6.500 (165,1) 300 (20,7) 9,950 (44,25) 0.25 (6,4) 2°12' 0.46 (38,3) 7.75 (196,9) 10.69 (271,5) 2.06 (52,3) 2 (M16 x 83) 7.1 (3,2) 6 (150) 6.625 (168,3) 300 (20,7) 10,336 (45,97) 0.250.45 (6,4) 2°10 (37,5) 7.94 (201,7) 10.69 (271,5) 2.06 (52,3) 2 5/8 x 3-1/4 (M16 x 83) 7.1 (3,2) 8 (200) 8.625 (219,1) 300 (20,7) 17,519 (77,92) 0.250.35 (6,4) 1°40' (29,2) 10.19 (258,8) 13.56 (344,4) 2.50 (63,5) 2 3/4 x 4-3/4 (M20 x 121) 14.5 (6,6) 10e (250) 10.750 (273,0) 250 (17,2) 22,679 (100,8) 0.250.28 (6,4) 1°20' (23,3) 12.69 (322,3) 16.38 (416,1) 2.63 (66,8) 2 1 x 6-1/2 (M24 x 165) 28.0 (12,7) 12e (300) 12.750 (323,9) 250 (17,2) 31,903 (141,9) 0.250.23 (6,4) 1°7 (19,2) 14.94 (379,5) 18.88 (479,6) 2.63 (66,8) 2 1 x 6-1/2 (M24 x 165) 36.5 (16,6) a. Maximum available gap between pipe ends. Minimum gap = 0. b. Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact your TYCO Representative for details. c. Gold color coded metric bolts and nuts are available upon request. d. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 12 that of cut grooved. e. For 10 and 12 inch sizes where VdS Approval or LPCB Certification is required, refer to Figure 707, Technical Data Sheet TFP1840. FIGURE 1 G -FIRE FIGURE 705 GROOVED FLEXIBLE COUPLING, 1 TO 12 INCH (DN25 TO DN300) NOMINAL DIMENSIONS c C C TFP1820 Page 3 of 4 Pipe Sizes Nominal ANSI Inches (O.D. mm) Pipe Schedule` Pressure Rating psi (bar) UL ULC FM 1 (33,7); 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); 2-1/2 (73,0); 3 (88,9); 4 (114,3); 5 (141,3); 6 (168,3); 8 (219,1)a 10 300 (20,7) 300 (20,7) 300 (20,7) 40 300 (20,7) 300 (20,7) 300 (20,7) 10 (273,0)a 10 250 (17,2) 250 (17,2) 300 (20,7) 40 250 (17,2) 250 (17,2) 300 (20,7) 12 (323,9)b 10 250 (17,2) 250 (17,2) 250 (17,2) 40 250 (17,2) 250 (17,2) 250 (17,2) Pipe O.D. mm Pipe Specificationd Pipe Specification` Pressure Rating pal (bar) UL FM 76,1 290 (20) ISO 4200 Type D and E 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (20,7) 108,0; 133,0; 139,7; 159,0 ISO 4200 Type E 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (20,7) 165,1 2.5 mm Wall Thickness 300 (20,7) - EN 10255 Heavy - 300 (20,7) EN 10255 Medium - 300 (20,7) Pipe Sizes Nominal ANSI Inches (O.D. mm) Pipe Specificationd Pressure Rating psi (bar) bar LPCB VdS 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1); 3 (88,9); 4 (114,3); - (165,1) ISO 65 Medium 290 (20) - 6 (168,3); 8 (219,1) ISO 4200 Wall Thickness 5,4 mm 290 (20) - 1-1/4 (42,4); 1-1/2 (48,3); 2 (60,3); - (76,1); 3 (88,9); 4 (114,3); - (139,7); 6 (168,3); 8 (219,1) DIN 2448 or 2548 232 (16) a. For 8 and 10 inch sizes, minimum allowed pipe wall thickness is 0.188 inches b. For 12 Inch, Schedule 30 is minimum allowed pipe wall thicKness by UL and ULC. 0.250 inch wall thickness is the minimum allowed by FM c. See Agency website for Listing/Approvals of other pipe specifications: UL Website - see Online Certificate Directory, www.ul.com FM Global Website - www.approvalguide.com d. See Agency website for Listing/Approvals of other pipe specifications: LPCB Website - see Search Our Listings - Automatic Sprinklers, Water Spray and Deluge Systems, www.redbooklive.com VdS Website - see certifications, www.vds.de TABLE A LISTED/APPROVED PRESSURE RATINGS TFP1820 Page 4 of 4 Care and Maintenance The GRINNELL G -FIRE Figure 705 Grooved Flexible Coupling must be maintained in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority hav- ing jurisdiction. Contact the installing contractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure GRINNELL Products are available globally through a network of distribu- tion centers. For the nearest distribu- tor, visit www.tyco-fire.com. When placing an order, indicate the full prod- uct name. Specify: G -FIRE Figure 705 Grooved Flexible Coupling, quantity, pipe size (Nominal ANSI or O.D.), finish (Or- ange, Red, or Galvanized), and type of gasket: • Pre -lubricated Grade "A" EPDM • Tri -Seal Grade "E" EPDM GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. dice Fire Protection Products C C c tqca Fire Protection Products Worldwide1 www.tyco-fire.com Contacts GRINNELL G -FIRE Grooved Fittings, Ductile Iron General Description GRINNELL G -FIRE Grooved Fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping piping systems. The G -FIRE grooved fittings are available in ductile iron or fabri- cated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than stan- dard grooved fittings. Depending on the size and coupling used, there may be interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact TYCO Fire Protection Products for details. NOTICE Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. It is the designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selection should be verified to be compatible for the specific applica- tion. Always read and understand the installation instructions. The GRINNELL G -FIRE Grooved Fittings described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the approval agency, in addition to the standards of any other authorities having jurisdiction. Failure to do so may result in serious personal injury or impair the perfor- mance of these devices. The owner is responsible for maintain- ing their system and devices in proper operating condition. Contact the install- ing contractor or product manufacturer with any questions Technical Data Approvals UL and ULC Listed FM Approved VdS Approved LPCB Cert. No. 669a Material Cast: Ductile iron conforming to ASTM A536, Grade 65-45-12 Protective Coatings • Non -lead orange paint (USA) • RAL red or non -lead paint (EMEA and APAC) • Hot dipped galvanized conforming to ASTM A153 Care and Maintenance The following inspection procedure must be performed as indicated, in addition to any specific requirements of the NFPA. Any impairments must be immediately corrected. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this decision. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- Cart. No. 669a VdS For Fire Protection pressure rating, listing and approval information, contact Tyco Fire & Building Products. diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. Page 1 of 26 JANUARY 2016 TFP1815 TFP1815 Page 2 of 26 E to E FIGURE 250 CAST CONCENTRIC REDUCER E to E FIGURE 350 FABRICATED CONCENTRIC REDUCER E to E FIGURE 550(1) CAST CONCENTRIC REDUCER Nominal Pipe Size Figure 250 Cast Figure 350 Fabricated Figure 550(1) Cast ANSI Inches (DN) O.D. Inches (mm) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) 1-1/4 x 1 1.66 x 1.31 2.50 0.7_ — 2.50 0.7 (32 x 25) (42,4 x 33,4) (63,5) (0,3) (63,5) (0,3) 1-1/2 x 1 1.90 x 1.31_ — 2.50 0.7 — — (40 x 25) (48,3 x 33,4) (63,5) (0,3) 1-1/2 x 1-1/4 1.90 x 1.66 2.50 0.8_ — 2.50 0.8 (40 x 32) (48,3 x 42,4) (63,5) (0,3) (63,5) (0,3) 2 x 1 2.37x1.31_ — 2.50 0.9 — — (50 x 25) (60,3 x 33,4) (63,5) (0,4) 2 x 1-1/4 2.37x1.66_ 2.50 0.9 _ _ (50 x 32) (60,3 x 42,4) _ (63,5) (0,4) 2 x 1-1/2 2.37x1.90_ 2.50 1.0 _ _ (50 x 40) (60,3 x 48,3) _ (63,5) (0,5) 2-1/2 x 1 2.87 x 1.31_ — 2.50 1.2 — — (65 x 25) (73,0 x 33,4) (63,5) (0,5) 2-1/2 x 1-1/4 2.87 x 1.66 2.50 1.4_ — 2.50 1.4 (65 x 32) (73,0 x 42,4) (63,5) (0,6) (63,5) (0,6) 2-1/2 x 1-1/2 2.87 x 1.90 2.50 1.4_ _ 2.50 1.4 (65 x 40) (73,0 x 48,3) (63,5) (0,6) (63,5) (0,6) 2-1/2 x 2 2.87 x 2.37 2.50 1.3_ _ 2.50 1.3 (65 x 50) (73,0 x 60,3) (63,5) (0,6) (63,5) (0,6) 76mm x 1-1/4 3.00 x 1.66 2.50 1.4_ _ 2.50 1.4 (65 x 32) (76,1 x 42,4) (63,5) (0,6) (63,5) (0,6) 76mm x 1-1/2 3.00 x 1.90 2.50 1.4_ _ 2.50 1.4 (65 x 40) (76,1 x 48,3) (63,5) (0,6) (63,5) (0,6) 76mm x 2 3.00 x 2.37 2.50 1.52.50 — — 1.5 (65 x 50) (76,1 x 60,3) (63,5) (0,7) (63,5) (0,7) 3 x 1 3.50 x 1.31_ — 2.50 1.3 — — (80 x 25) (88,9 x 33,4) (63,5) (0,6) 3 x 1-1/4 3.50 x 1.66_ _ 2.50 1.3 — — (80 x 32) (88,9 x 42,4) (63,5) (0,6) 3 x 1-1/2 3.50 x 1.90 2.50 1.8_ — 2.50 1.8 (80 x 40) (88,9 x 48,3) (63,5) (0,8) (63,5) (0,8) 3 x 2 3.50 x 2.37 2.50 1.7_ _ 2.50 1.7 (80 x 50) (88,9 x 60,3) (63,5) (0,8) (63,5) (0,8) 3 x 2-1/2 3.50 x 2.87 2.50 1.7_ _ 2.50 1.7 (80 x 65) (88,9 x 70,3) (63,5) (0,8) (63,5) (0,8) 3 x 76mm 3.50 x 3.00 2.50 2.02.50 — — 2.0 (80 x 65) (88,9 x 76,1) (63,5) (0,9) (63,5) (0,9) 4 x 1 4.50x1.31_ — 3.00 2.9 — — (100 x 25) (114,3 x 33,4) (76,2) (1,1) 4 x 1-1/4 4.50x1.66_ 3.00 2.2 _ _ (100 x 32) (114,3 x 42,4) _ (76,2) (1,0) 4 x 1-1/2 4.50 x 1.90_ — 3.00 2.3 — — (100 x 40) (114,3 x 48,3) (76,2) (1,0) 4 x 2 4.50 x 2.37 3.00 2.4_ — 3.00 2.4 (100 x 50) (114,3 x 60,3) (76,2) (1,1) (76,2) (1,1) 4 x 2-1/2 4.50 x 2.87 3.00 2.7_ _ 3.00 2.7 (100 x 65) (114,3 x 73,0) (76,2) (1,2) (76,2) (1,2) 1. Figure 550 is available for the America marke only. FIGURE 1 (1 OF 3) FIGURES 250, 350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS TFP1815 Page 3 of 26 Nominal Pipe Size Figure 250 Cast Figure 350 Fabricated Figure 550(1) Cast ANSI Inches (DN) O.D. Inches (mm) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) 4 x 76mm (100 x 65) 4.50 x 3.00 (114,3 x 76,1) 3.00 (76,2) 3.2_ (1,5) _ 3.00 (76,2) 3.2 (1,5) 4 x 3 (100 x 80) 4.50 x 3.50 (114,3 x 88,9) 3.00 (76,2) 2.83.00 (1,3) — — (76,2) 2.8 (1,3) 139mm x 3 (125 x 80) 5.50 x 3.50 (139,7 x 88,9) 3.50 (88,9) 4.23.50 (1,9) — — (88,9) 4.2 (1,9) 139mm x 4 (125 x 100) 5.50 x 4.50 (139,7 x 114,3) 3.50 (88,9) 4.4_ (2,0) _ 3.50 (88,9) 4.4 (2,0) 5 x 2 (125 x 50) 5.56x2.37_ (141,3 x 60,3) _ 3.50 (88,9) 4.6 (2,1) _ _ 5 x 2-1/2 (125 x 65) 5.56 x 2.87_ (141,3 x 73,0) _ 3.50 (88,9) 4.5 (2,0) _ _ 5 x 3 (125 x 80) 5.56 x 3.50 (141,3 x 88,9) 3.50 (88,9) 4.23.50 1,9) — — (88,9) 4.2 1,9) 5 x 4 (125 x 100) 5.56 x 4.50 (141,3 x 114,3) 3.50 (88,9) 4.4_ (2,0) — 3.50 (88,9) 4.4 (2,0) 165mm x 3 (150 x 80) 6.50 x 3.50 (165,1 x 88,9) 4.00 (101,6) 5.54.00 (2,5) _ — (101,6) 5.5 (2,5) 165mm x 4 (150 x 100) 6.50 x.4.50 (165,1 x 114,3) 4.00 (101,6) 6.0.4.00 (2,7) _ — (101,6) 6.0. (2,7) 165mm x 139mm (150 x 125) 6.50 x 5.50 (165,1 x 139,7) 4.00 (101,6) 5.64.00 (2,5) _ — (101,6) 5.6 (2,5) 6 x 1 (150 x 25) 6.63 x 1.31 (168.3 x 33.7) 4.00 (101,6) 4.74.00 (2,1) _ — (101,6) 4.7 (2,1) 6 x 1-1/2 (150 x 40) 6.63 x 1.90 (168.3 x 48.3) 4.00 (101,6) 5.0_ (2,3) — 4.00 (101,6) 5.0 (2,3) 6 x 2 (150 x 50) 6.63 x 2.37 (168,3 x 60,3) 4.00 (101,6) 5.34.00 (2,4) _ — (101,6) 5.3 (2,4) 6 x 2-1/2 (150 x 65) 6.63 x 2.87 (168,3 x 73,0) 4.00 (101,6) 5.74.00 (2,6) _ — (101,6) 5.7 (2,6) 6 x 76mm (150 x 65) 6.63 x 3.00 (168,3 x 76,1) 4.00 (101,6) 6.14.00 (2,7) — — (101,6) 6.1 (2,7) 6 x 3 (150 x 80) 6.63 x 3.50 (168,3 x 88,9) 4.00 (101,6) 5.84.00 (2,6) _ — (101,6) 5.8 (2,6) 6 x 108mm (150 x 100) 6.63 x 4.254.00 (168,3 x 108,0) — — (101,6) 6.0 (2,7) 6 x 4 (150 x 100) 6.63 x 4.50 (168,3 x 114,3) 4.00 (101,6) 6.0_ (2,7) — 4.00 (101,6) 6.0 (2,7) 6 x 139mm (150 x 100) 6.63 x 5.50 (168,3 x 139,7) 4.00 (101,6) 6.34.00 (2,3) — — (101,6) 6.3 (2,3) 6 x 5 (150 x 125) 6.63 x 5.56 (168,3 x 141,3) 4.00 (101,6) 6.24.00 (2,8) _ — (101,6) 6.2 (2,8) 216mm x 2-1/2 (200 x 65) 8.52 x 2.87_ (216,3 x 73,0) — 5.00 (127,0) 12.1 (5,5) _ _ 8 x 3 (200 x 80) 8.63 x 3.50 (219,1 x 88,9) 5.00 (127,0) 11.55.00 (5,2) _ — (127,0) 11.5 (5,2) 8 x 4 (200 x 100) 8.63 x 4.50 (219,1 x 114,3) 5.00 (127,0) 10.75.00 (4,9) — — (127,0) 10.7 (4,9) 1. Figure 550 is available for the America market only. FIGURE 1 (2 OF 3) FIGURES 250, 350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS E to E FIGURE 250 CAST CONCENTRIC REDUCER E to E FIGURE 350 FABRICATED CONCENTRIC REDUCER E to E FIGURE 550 (1) CAST CONCENTRIC REDUCER TFP1815 Page 4 of 26 E to E FIGURE 250 CAST CONCENTRIC REDUCER E to E FIGURE 350 FABRICATED CONCENTRIC REDUCER E to E FIGURE 550 (1) CAST CONCENTRIC REDUCER Nominal Pipe Size Figure 250 Cast Figure 350 Fabricated Figure 5500) Cast ANSI Inches (DN) O.D. Inches (mm) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) Nominal E to E Inches (mm) Approx. Weight Lbs. (kg) 8 x 139mm (200 x 125) 8.63 x 5.50 (219,1 x 139.7) 5.00 (127,0) 10.05.00 (4,5) — — (127,0) 10.0 (4,5) 8 x 5 (200 x 125) 8.63 x 5.56 (219,1 x 141,3) 5.00 (127,0) 10.85.00 (4,9) — — (127,0) 10.8 (4,9) 8 x 165mm (200 x 150) 8.63 x 6.50 (219,1 x 165.1) 5.00 (127,0) 11.05.00 (5,0) — — (127,0) 11.0 (5,0) 8 x 6 (200 x 150) 8.63 x 6.63 (219,1 x 168,3) 5.00 (127,0) 11.35.00 (5,1) — — (127,0) 11.3 (5,1) 10 x 4 (250 x 100) 10.75 x 4.50_ (273,0 x 114,3) — 6.00 (152,4) 20.5 (9,3) _ _ 10 x 5 (250 x 125) 10.75 x 5.56_ (273,0 x 141,3) — 6.00 (152,4) 20.1 (9,1) — — 10 x 165mm (250 x 150) 10.75 x 6.50 (273,0 x 165,1) 6.00 (152,4) 17.86.00 (8,0) _ — (152,4) 17.8 (8,0) 10 x 6 (250 x 150) 10.75 x 6.63 (273,0 x 168,3) 6.00 (152,4) 16.36.00 (7,4) — — (152,4) 16.3 (7,4) 10 x 8 (250 x 200) 10.75 x 8.63 (273,0 x 219,1) 6.00 (152,4) 18.36.00 (8,3) _ — (152,4) 18.3 (8,3) 12 x 4 (300 x 100) 12.75 x 4.50 (323,9 x 114,3) 7.00 (177,8) 22.77.00 (10,3) _ — (177,8) 22.7 (10,3) 12 x 6 (300 x 150) 12.75 x 6.63 (323,9 x 168,3) 7.00 (177,8) 23.67.00 (10,7) — — (177,8) 24.2 (11,0) 12 x 8 (300 x 200) 12.75 x 8.63 (323,9 x 219,1) 7.00 (177,8) 25.27.00 (11,4) — — (177,8) 25.8 (11,7) 12 x 10 (300 x 250) 12.75 x 10.75 (323,9 x 273,0) 7.00 (177,8) 28.2 (12,8) 7.00 (177,8) 28.2 (12,8) 7.00 (177,8) 28.2 (12,8) 1. Figure 550 is available for the America marke only. FIGURE 1 (3 OF 3) FIGURES 250, 350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS TFP1815 Page 5 of 26 Nominal Pipe Size Figure 501 Cast 45° Elbow Figure 510 Cast 90° Elbow ANSI Inches O.D. Inches Nominal C to E Approx. Weight Nominal C to E Approx. Weight (DN) (mm) Inches (mm) Lbs. (kg) Inches (mm) Lbs. (kg) 1 1.0 1.7 0.6 2.25 0.8 (25) (33,7) (43,2) (0,3) (57,2) (0,4) 1-1/4 1.7 1.8 0.8 2.8 1.1 (32) (42,4) (44,5) (0,4) (69,9) (0,5) 1-1/2 1.9 1.8 1.0 2.8 1.4 (40) (48,3) (44,5) (0,5) (69,9) (0,6) 2 2.4 2.0 1.3 3.3 2.0 (50) (60,3) (50,8) (0,6) (82,6) (0,9) 2-1/2 2.9 2.3 2.1 3.8 2.8 (65) (73,0) (57,2) (1,0) (95,3) (1,3) 76,1mm 3.0 2.3 2.2 3.8 3.0 (65) (76,1) (57,2) (1,0) (95,3) (1,3) 3 3.5 2.5 3.4 4.3 4.1 (80) (88,9) (63,5) (1,5) (108,0) (1,9) 4 4.5 3.0 5.5 5.0 7.0 (100) (114,3) (76,2) (2,5) (127,0) (3,2) 139,1mm 5.5 3.3 7.2 5.5 10.3 (125) (139,7) (82,6) (3,3) (139,7) (4,7) 165,1mm 6.5 3.5 9.2 6.5 13.9 (150) (165,1) (88,9) (4,2) (165,1) (6,3) 6 6.6 3.5 11.2 6.5 15.2 (150) (168,3) (88,9) (5,1) (165,1) (6,9) 8 8.6 4.5 20.6 7.8 29.6 (200) (219,1) (108,0) (9,3) (196,9) (13,4) 10 10.750 4.75 30.1 9.00 52.0 (250) (273,0) (120,7) (13,7) (228,6) (23,6) 12 12.750 5.25 48.0 10.00 66.4 (300) (323,9) (133,4) (22,0) (254,0) (30,1) FIGURE 2 FIGURES 501 AND 510 ELBOWS NOMINAL DIMENSIONS FIGURE 501 CAST 45° ELBOW FIGURE 510 CAST 90° ELBOW TFP1815 Page 6 of 26 FIGURE 519 CAST TEE E to E �{ I -- FIGURE 260(1) CAST END CAP Nominal Pipe Size Figure 519 Cast Tee Figure 260(1) Cast End Cap ANSI O.D. Nominal Approx. Nominal Approx. Inches Inches C to E Weight E to E Weight (DN) (mm) Inches (mm) Lbs. (kg) Inches (mm) Lbs. (kg) 1 1.3 2.25 1.1 0.8 0.2 (25) (33,4) (57,2) (0,5) (21,1) (0,1) 1-1/4 1.7 2.8 1.7 0.8 0.3 (32) (42,4) (69,9) (0,8) (21,1) (0,1) 1-1/2 1.9 2.8 2.1 0.8 0.4 (40) (48,3) (69,9) (1,00) (21,1) (0,2) 2 2.4 3.3 2.8 0.9 0.7 (50) (60,3) (82,6) (1,3) (23,4) (0,3) 2-1/2 2.9 3.8 4.4 0.9 1.0 (65) (73,0) (95,3) (2,0) (23,4) (0,5) 76,1 mm 3.0 3.8 4.5 0.9 1.3 (65) (76,1) (95,3) (2,0) (21,8) (0,6) 3 3.5 4.3 6.5 0.9 1.4 (80) (88,9) (108,0) (3,0) (23,4) (0,6) 4 4.5 5.0 9.5 1.0 2.6 (100) (114,3) (127,0) (4,3) (25,4) (1,2) 139,1mm 5.5 5.5 13.9 0.9 4.7 (125) (139,7) (139,7) (6,3) (23,4) (2,1) 5 5.6 5.0 14.2 1.0 5.0 (125) (141,3) (127,0) (6,4) (25,4) (2,3) 165,1mm 6.5 6.5 19.7 0.9 6.4 (150) (165,1) (165,1) (8,9) (23,4) (2,9) 6 6.6 6.5 22.4 1.0 6.2 (150) (168,3) (165,1) (10,2) (25,4) (2,8) 8 8.6 7.8 39.8 1.1 7.1 (200) (219,1) (196,9) (18,1) (27,0) (3,2) 10 10.8 9.00 64.2 1.0 24.5 (250) (273,0) (228,6) (29,1) (25,8) (11,1) 12 12.8 10.00 110.0 1.0 31.0 (300) (323,9) (254,0) (49,9) (25,8) (14,1) 1. Available with tapped plugs. Contact Tyco Fire Protection Products. FIGURE 3 FIGURES 519 TEE AND FIGURE 260 END CAP NOMINAL DIMENSIONS TFP1815 Page 7 of 26 Nominal Pipe Size ure 51 90° Elbow FigureTee 519S ANSI Inches (DN) O.D. Inches (mm) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) 2 2.4 2.8 1.5 2.8 2.6 (50) (60,3) (69,9) (0,7) (69,9) (1,2) 2-1/2 2.9 3.0 2.1 3.0 4.4 (65) (73,0) (76,2) (1,0) (76,2) (2,0) 76,1mm 3.0 3.0 2.3 3.0 3.1 (65) (76,1) (76,2) (1,0) (76,2) (1,4) 3 3.5 3.4 3.0 3.8 6.5 (80) (88,9) (85,9) (1,4) (85,9) (3,0) 4 4.5 4.0 5.0 4.0 10.7 (100) (114,3) (101,6) (2,3) (101,6) (4,9) 139mm 5.5 4.9 8.7 4.9 10.9 (125) (139,7) (124,0) (3,9) (124,0) (5,0) 5 5.6 4.8 9.4 4.8 11.6 (125) (141,3) (123,0) (4,3) (123,0) (5,3) 165,1mm 6.5 5.5 11.4 5.5 14.8 (150) (165,1) (139,7) (5,2) (139,7) (6,7) 6 6.6 5.5 12.1 5.5 15.0 (150) (168,3) (139,7) (5,5) (139,7) (6,8) 8 8.6 6.9 22.2 6.9 39.8 (200) (219,1) (174,8) (10,1) (174,8) (18,1) FIGURE 4 FIGURES 510S ELBOW AND FIGURE 519S TEE NOMINAL DIMENSIONS FIGURE 510S 90° ELBOW SHORT PATTERN FIGURE 519S TEE SHORT PATTERN TFP1815 Page 8 of 26 Nominal Pipe Size Figure 510DE(1) 90 Drain Elbow ANSI O.D. Nominal Nominal Nominal Approx. Inches Inches C to E Inches A Inches B Inches Weight Lbs. (DN) (mm) (mm) (mm) (mm) (kg) 2 2.4 3.8 2.0 2.8 3.1 (50) (60,3) (95,3) (50,8) (69,9) (1,4) 2-1/2 2.9 3.8 2.0 2.8 2.2 (65) (73,0) (95,3) (50,8) (69,9) (1,0) 3 3.5 4.3 2.3 2.8 6.0 (80) (88,9) (108,0) (59,4) (69,9) (2,7) 4 4.5 5.0 2.9 2.8 8.6 (100) (114,3) (127,0) (72,4) (69,9) (3,9) 6 6.6 6.5 3.9 2.8 18.0 (150) (168,3) (165,1) (99,6) (69,9) (8,2) 8 8.6 7.8 5.00 2.8 31.0 (200) (219,1) (196,9) (125,7) (69,9) (14,1) 1. Figure 510DE not available for the EMEA market. FIGURE 5 FIGURE 510DE 90° DRAIN ELBOW NOMINAL DIMENSIONS Nominal Pipe Size Dimensions- Inches (mm) Approx. Weight Lbs. (kg) ANSI Inches (DN) Outlet A O.D. B Takeout C D 1-1/2 (40) 1/2 1.9 (48,3) 1.3 (31,8) 1.8 (44,5) 1.9 (48,0) 0.8 (0,4) 3/4 1.3 (31,8) 1.8 (44,5) 1.9 (48,0) 0.8 (0,4) 1 1.4 (34,8) 2.0 (50,8) 2.0 (51,3) 0.9 (0,4) 2 (50) 1/2 2.4 (60,3) 1.3 (31,8) 1.8 (44,5) 1.9 (48,0) 0.9 (0,4) 3/4 1.3 (31,8) 1.8 (44,5) 1.9 (48,0) 0.8 (0,4) 1 1.4 (34,8) 2.0 (50,8) 2.0 (51,3) 1.1 (0,5) 2-1/2 (65) 1/2 2.9 (73,0) 1.5 (37,3) 2.0 (50,0) 1.9 (48,0) 1.8 (0,8) 3/4 1.5 (37,3) 2.0 (50,0) 1.9 (48,0) 1.1 (0,5) 1 1.4 (34,8) 2.0 (50,8) 2.0 (51,3) 1.1 (0,5) 1. ISO threaded outlets are available upon request. 2. ADACAP not available for the EMEA market. 3. Rated pressure 300 psi (20,7 bar) FIGURE 6 ADACAP NOMINAL DIMENSIONS c c TFP1815 Page 9 of 26 Nominal Pipe Size Figure 320 Fabricated Thread Tee ANSI O.D. Nominal Nominal Approx. Inches Inches C to GE Inches C to TE Inches Weight Lbs. (DN) (mm) (mm) (mm) (kg) 1 1.31 2.25 2.25 1.3 (25) (33,4) (57,2) (57,2) (0,6) 1-1/4 1.66 2.75 2.75 1.5 (32) (42,4) (69,9) (69,9) (0,7) 1-1/2 1.90 2.75 2.75 1.9 (40) (48,3) (69,9) (69,9) (0,9) 2 2.37 3.25 4.25 3.2 (50) (60,3) (82,6) (108,0) (1,5) 2-1/2 2.87 3.75 3.75 4.0 (65) (73,0) (95,3) (95,3) (1,8) 76mm 3.00 3.75 3.75 4.5 (65) (76,1) (95,3) (95,3) (2,0) 3 3.50 4.25 6.00 6.0 (80) (88,9) (108,0) (152,4) (2,7) 4 4.50 5.00 7.25 11.0 (100) (114,3) (127,0) (184,2) (5,0) 139mm 5.50 5.50 5.50 21.0 (125) (139,7) (139,7) (139,7) (9,5) 5 5.56 5.50 5.50 23.0 (125) (141,3) (139,7) (139,7) (10,5) 165mm 6.50 6.50 6.50 25 (150) (165,1) (165,1) (165,1) (11,3) 6 6.63 6.50 6.50 28.0 (150) (168,3) (165,1) (165,1) (12,7) 8 8.63 7.75 7.75 38.7 (200) (219,1) (196,9) (196,9) (17,6) 10 10.75 9.00 9.00 72.1 (250) (273,0) (228,6) (228,6) (32,8) 12 12.75 10.00 10.00 92.5 (300) (323,9) (254,0) (254,0) (42,0) 1. Figure 320 not available for the EMEA market C to TE C to GE FIGURE 7 FIGURE 320 FABRICATED GROOVE X GROOVE X MALE THREAD TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFP1815 Page 10 of 26 C to E —�I C to E FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) 1 C to E C to E FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) Nominal Pipe Size Figure 221 Cast Reducing Tee Figure 321 Fabricated Reducing Tee ANSI Inches (DN) O.D. Inches (mm) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) 1-1/4 x 1-1/4 x 1 (32 x 32 x 25) 1.66 x 1.66 x 1.312.75 (42,4 x 42,4 x 33,4) _ — (69,9) 1.3 (0,6) 1 -1/2x1 -1/2x1 (40 x 40 x 25) 1.90x1.90x1.312.75 (48,3 x 48,3 x 33,4) — — (69,9) 1.4 (0,6) 1 -1/2x1 -1/2x1-1/4 (40 x 40 x 32) 1.90x1.90x1.662.75 (48,3 x 48,3 x 42,4) _ — (69,9) 1.5 (0,7) 2x2x1 (50 x 50 x 25) 2.37x2.37x1.323.25 (60,3 x 60,3 x 33,4) — — (82,6) 1.6 (0,7) 2 x 2 x 1-1/2 (50 x 50 x 40) 2.37 x 2.37 x 1.90 (60,3 x 60,3 x 48,3) 3.25 (82,6) 2.7 (1,2) 3.25 (82,6) 2.0 (0,9) 2-1/2 x 2-1/2 x 1 (65 x 65 x 25) 2.87 x 2.87 x 1.323.75 (73,0 x 73,0 x 33,4) — — (95,3) 2.3 (1,1) 2-1/2 x 2-1/2 x 1-1/4 (65 x 65 x 32) 2.87 x 2.87 x 1.663.75 (73,0 x 73,0 x 42,4) _ — (95,3) 4.2 (1,9) 2-1/2 x 2-1/2 x 1-1/2 (65 x 65 x 40) 2.87 x 2.87 x 1.903.75 (73,0 x 73,0 x 48,3) — — (95,3) 4.2 (1,9) 2-1/2 x 2-1/2 x 2 (65 x 65 x 50) 2.87 x 2.87 x 2.37 (73,0 x 73,0 x 60,3) 3.75 (95,3) 4.2 (1,9) 3.75 (95,3) 4.5 (2,0) 76mm x 76mm x 1 (65 x 65 x 25) 3.00x3.00x1.323.75 (76,1 x 76,1 x 33,4) — — (95,3) 2.4 (1,1) 76mm x 76mm x 1-1/4 (65 x 65 x 32) 3.00 x 3.00 x 1.663.75 (76,1 x 76,1 x 42,4) — — (95,3) 4.3 (2,0) 76mm x 76mm x 1-1/2 (65 x 65 x 40) 3.00 x 3.00 x 1.90 (76,1 x 76,1 x 48,3) 3.75 (95,3) 4.5 (2,0) 3.75 (95,3) 4.2 (1,9) 76mm x 76mm x 2 (65 x 65 x 50) 3.00 x 3.00 x 2.37 (76,1 x 76,1 x 60,3) 3.75 (95,3) 4.3 (2,0) 3.75 (95,3) 4.6 (2,1) 3 x 3 x 1 (80 x 80 x 25 3.50 x 3.50 x 1.32 (88,9 x 88,9 x 33,4) 4.25 (108,0) 5.6 (2,5) 4.25 (108,0) 6.0 (2,7) 3 x 3 x 1-1/4 (80 x 80 x 32) 3.50x3.50x1.664.25 (88,9 x 88,9 x 42,4) — — (108,0) 6.1 (2,8) 3 x 3 x 1-1/2 (80 x 80 x 40) 3.50 x 3.50 x 1.90 (88,9 x 88,9 x 48,3) 4.25 (108,0) 5.9 (2,7) 4.25 (108,0) 6.2 (2,8) 3x3x2 (80 x 80 x 50) 3.50 x 3.50 x 2.37 (88,9 x 88,9 x 60,3) 4.25 (108,0) 6.0 (2,7) 4.25 (108,0) 6.4 (2,9) 3 x 3 x 2-1/2 (80 x 80 x 65) 3.50 x 3.50 x 2.87 (88,9 x 88,9 x 73,0) 4.25 (108,0) 6.2 (2,8) 4.25 (108,0) 6.5 (2,9) 3 x 3 x 76mm (80 x 80 x 65) 3.50 x 3.50 x 3.00 (88,9 x 88,9 x 76,1) 4.25 (108,0) 6.0 (2,7) 4.25 (108,0) 6.7 (3,0) 4x4x1 (100 x 100 x 25) 4.50x4.50x1.325.00 (114,3 x 114,3 x 33,4) — — (127,0) 8.0 (3,7) 4x4x1-1/4 (100 x 100 x 32) 4.50 x4.50x1.665.00 (114,3 x 114,3 x 42,4) _ — (127,0) 9.8 (4,4) 4 x 4 x 1-1/2 (100 x 100 x 40) 4.50x4.50x1.905.00 (114,3 x 114,3 x 48,3) — — (127,0) 9.9 (4,5) 4x4x2 (100 x 100 x 50) 4.50x4.50x2.37 (114,3 x 114,3 x 60,3) 5.00 (127,0) 9.1 (4,1) 5.00 (127,0) 11.0 (5,0) 4x4x2-1/2 (100 x 100 x 65) 4.50x4.50x2.88 (114,3 x 114,3 x 73,0) 5.00 (127,0) 9.5 (4,3) 5.00 (127,0) 11.2 (5,1) 4 x4 x 76mm (125 x 125 x 65) 4.50 x 4.50 x 3.00 (114,3 x 114,3 x 76,1) 5.00 (127,0) 9.5 (4,3) 5.00 (127,0 11.4 (5,2) FIGURE 8 (1 OF 3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS c Q TFP1815 Page 11 of 26 Nominal Pipe Size Figure 221 Cast Reducing Tee Figure 321 Fabricated Reducing Tee ANSI Inches (DN) O.D. Inches (mm) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) 4x4x3 4.50x4.50x3.50 5.00 9.7 5.00 11.6 (100 x 100 x 80) (114,3 x 114,3 x 88,9) (127,0) (4,4) (127,0 (5,3) 139,7mm x 139,7mm x 3 5.50 x 5.50 x 3.50 5.50 12.7 5.50 12.2 (125 x 125 x 80) (139,7 x 139,7 x 88,9) (139,7) (5,8) (139,7) (5,5) 139,7mm x 139,7mm x 4 5.50 x 5.50 x 4.50 5.50 13.4 5.50 12.5 (125 x 125 x 100) (139,7 x 139,7 x 114,3) (139,7) (6,1) (139,7) (5,7) 5x5x1 5.56x5.56x1.31_ 5.50 13.0 (125 x 125 x 25) (141,3 x 141,3 x 33,4) — (139,7) (5,9) 5x5x1-1/2 5.56x5.56x1.905.50 — — 13.4 (125 x 125 x 40) (141,3 x 141,3 x 48,3) (139,7) (6,1) 5x5x2 5.56x5.56x2.375.50 _ — 14.1 (125 x 125 x 50) (141,3 x 141,3 x 60,3) (139,7) (6,4) 5 x 5 x 2-1/2 5.56 x 5.56 x 2.87 5.50 18.0 5.50 14.8 (125 x 125 x 65) (141,3 x 141,3 x 73,0) (139,7) (8,2) (139,7) (6,7) 5 x 5 x 76mm 5.56x5.56x3.005.50 _ — 15.3 (125 x 125 x 65) (141,3 x 141,3 x 76,1) (139,7) (6,9) 5 x 5 x 3 5.56 x 5.56 x 3.50 5.50 14.0 5.50 16.0 (125 x 125 x 80) (141,3 x 141,3 x 88,9) (139,7) (6,4) (139,7) (7,3) 5x5x4 5.56 x 5.56 x 4.50 5.50 13.9 5.50 16.4 (125 x 125 x 100) (141,3 x 141,3 x 114,3) (139,7) (6,3) (139,7) (7,4) 165mm x 165mm x 3 6.50 x 6.50 x 3.50 6.50 18.0 6.50 22.0 (150 x 150 x 80) (165,1 x 165,1 x 88,9) (165,1) 8,2 (165,1) (10,0) 165mm x 165mm x 4 6.50 x 6.50 x 4.50 6.50 19.5 6.50 22.6 (150 x 150 x 100) (165,1 x 165,1 x 114,3) (165,1) 8,9 (165,1) (10,3) 165mm x 165mm x 5 6.50 x 6.50 x 5.50 6.50 23.2 (150 x 150 x 125) (165,1 x 165,1 x 139,7) — — (165,1) (10,5) 165mm x 165mm x 139mm 6.50 x 6.50 x 5.506.50 — — 22.9 (150 x 150 x 125) (165,1 x 165,1 x 141,3) (165,1) (10,4) 6x6x1 6.63x6.63x1.31_ 6.50 22.8 (150 x 150 x 25) (168,3 x 168,3 x 33,4) — (165,1) (10,3) 6 x 6 x 1-1/2 6.63x6.63x1.90_ 6.50 22.9 (150 x 150 x 40) (168,3 x 168,3 x 48,3) — (165,1) (10,4) 6x6x2 6.63 x 6.63 x 2.37 6.50 19.4 6.50 23.0 (150 x 150 x 50) (168,3 x 168,3 x 60,3) (165,1) (8,8) (165,1) (10,4) 6x6x2-1/2 6.63 x 6.63 x 2.87 6.50 21.2 6.50 23.4 (150 x 150 x 65) (168,3 x 168,3 x 73,0) (165,1) (9,8) (165,1) (10,6) 6 x 6 x 76mm 6.63 x 6.63 x 3.00 6.50 21.2 6.50 23.5 (150 x 150 x 65) (168,3 x 168,3 x 76,1) (165,1) 9,8 (165,1) (10,7) 6x6x3 6.63 x 6.63 x 3.50 6.50 21.0 6.50 23.7 (150 x 150 x 80) (168,3 x 168,3 x 88,9) (165,1) (9,5) (165,1) (10,7) 6x6x4 6.63 x 6.63 x 4.50 6.50 21.8 6.50 23.9 (150 x 150 x 100) (168,3 x 168,3 x 114,3) (165,1) (9,9) (165,1) (10,8) 6 x 6 x 139mm 6.63 x 6.63 x 5.50 6.50 23.0 6.50 24.0 (150 x 150 x 125) (168,3 x 168,3 x 139,7) (165,1) 10,4 (165,1) (10,9) 6x6x5 6.63x6.63x5.566.50 27.0 (150 x 150 x 125) (168,3 x 168,3 x 141,3) _ — (165,1) 12,2 8x8x1-1/2 8.63x8.63x1.907.75 — — 36.0 (200 x 200 x 40) (219,1 x 219,1 x 48,3) (196,9 (16,3) 8x8x2 8.63x8.63x2.3757.75 _ — 36.2 (200 x 200 x 50) (219,1 x 219,1 x 60,3) (196,9) (16,4) FIGURE 8 (2 OF 3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) C to E --I C to E FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) TFP1815 Page 12 of 26 FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) 1 C to E --I C to E FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) Nominal Pipe Size Figure 221 Cast Reducing Tee Figure 321 Fabricated Reducing Tee ANSI Inches (DN) O.D. Inches (mm) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) 8x8x2-1/2 (200 x 200 x 65) 8.63x8.63x2.887.75 (219,1 x 219,1 x 73,0) _ — (196,9) 36.4 (16,5) 216mm x 216mm x 165mm (200 x 200 x 150) 8.52 x 8.52 x 6.50_ (216,3 x 216,3 x 165,1) — 7.75 (196,9) 37.9 (17,2) 8 x 8 x 76mm (200 x 200 x 65) 8.63 x 8.63 x 3.00 (216,1 x 219,1 x 76.1) — — 7.75 (196,9) 36.4 (16,5) 8 x 8 x 3 (200 x 200 x 80) 8.63x8.63x3.507.75 (219,1 x 219,1 x 88,9) — — (196,9) 36.5 (16,6) 8 x 8 x 4 (200 x 200 x 100) 8.63 x 8.63 x 4.50 (219,1 x 219,1 x 114,1) 7.75 (196,9) 37.2 (16,9) 7.75 (196,9) 36.4 (16,5) 8 x 8 x 139mm (200 x 200 x 125) 8.63 x 8.63 x 5.56 (219,1 x 219,1 x 139,7) 7.75 (196,9) 37.7 (17,1) 7.75 (196,9) 36.7 (16,6) 8x8x5 (200 x 200 x 125) 8.63x8.63x5.507.75 (219,1 x 219,1 x 141,3) _ — (196,9) 36.8 (16,7) 8 x 8 x 165mm (200 x 200 x 150) 8.63 x 8.63 x 6.50 (219,1 x 219,1 x 165,1) 7.75 (196,9) 37.7 (17,1) 7.75 (196,9) 39.0 (17,7) 10 x 10 x 1-1/2 (250 x 250 x 40) 10.75x10.75x1.90_ (273,0 x 273,0 x 48,3) _ 9.00 (228,6) 57.0 (25,8) 10 x 10 x 2 (250 x 250 x 50) 10.75x10.75x2.379.00 (273,0 x 273,0 x 60,3) — — (228,6) 57.1 (25,9) 10 x 10 x 2-1/2 (250 x 250 x 65) 10.75x10.75x2.879.00 (273,0 x 273,0 x 73,0) — — (228,6) 57.3 (26,0) 10 x 10 x 3 (250 x 250 x 80) 10.75x10.75x3.509.00 (273,0 x 273,0 x 88,9) — — (228,6) 57.4 (26,0) 10 x 10 x 4 (250 x 250 x 100) 10.75x10.75x4.509.00 (273,0 x 273,0 x 114,3) _ — (228,6) 57.8 (26,2) 10 x 10 x 5 (250 x 250 x 125) 10.75x10.75x5.569.00 (273,0 x 273,0 x 141,3) _ — (228,6) 58.0 (26,3) 10 x 10 x 6 (250 x 250 x 150) 10.75x10.75x6.639.00 (273,0 x 273,0 x 168,3) — — (228,6) 62.0 (28,1) 10 x 10 x 8 (250 x 250 x 200) 10.75x10.75x8.639.00 (273,0 x 273,0 x 219,1) — — (228,6) 63.0 (28,6) 12 x 12 x 1 (300 x 300 x 25) 12.75x12.75x1.3110.00 (323,9 x 323,9 x 33,4) _ — (254,0) 64.0 (29,0) 12 x 12 x 2 (300 x 300 x 50) 12.75x12.75x2.3710.00 (323,9 x 323,9 x 60,3) _ — (254,0) 69.5 (31,5) 12 x 12 x 2-1/2 (300 x 300 x 65) 12.75x12.75x2.8710.00 (323,9 x 323,9 x 73,0) _ — (254,0) 75.6 (34,3) 12 x 12 x 3 (300 x 300 x 80) 12.75x12.75x3.5010.00 (323,9 x 323,9 x 88,9) — — (254,0) 80.2 (36,4) 12 x 12 x 4 (300 x 300 x 100) 12.75x12.75x4.5010.00 (323,9 x 323,9 x 114,3) _ — (254,0) 80.5 (36,5) 12 x 12 x 5 (300 x 300 x 125) 12.75x12.75x5.5610.00 (323,9 x 323,9 x 141,3) — — (254,0) 80.7 (36,6) 12 x 12 x 6 (300 x 300 x 150) 12.75x12.75x6.6310.00 (323,9 x 323,9 x 168,3) _ — (254,0) 80.9 (36,7) 12 x 12 x 165mm (300 x 300 x 150) 12.75x12.75x6.5010.00 (323,9 x 323,9 x 165,1) — — (254,0) 79.9 (36,2) 12 x 12 x 8 (300 x 300 x 200) 12.75x12.75x8.6310.00 (323,9 x 323,9 x 219,1) _ — (254,0) 76.3 (34,6) 12x12x10 (300 x 300 x 250) 12.75x12.75x10.75_ (323,9 x 323,9 x 273,0) — 10.00 (254,0) 77.6 (35,2) FIGURE 8 (3 OF 3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS C c C TFP1815 Page 13 of 26 Nominal Pipe Size Figure 327(1) Figure 341(1) Figure 342(1) ANSI O.D. Nominal Approx. Nominal Mating Approx. Nominal Mating Approx. Inches Inches C to E Weight E to E Flange Weight E to E Flange Weight (DN) (mm) Inches (mm) Lbs. (kg) Inches (mm) Bolt Qty. Lbs. (kg) Inches (mm) Bolt Qty. Lbs. (kg) 1 1.31 2.25 2.2 3.00 4 2.3 3.00 4 4.0 (25) (33,4) (57,2) (1,0) (76,2) (1,0) (76,2) (1,8) 1-1/4 1.66 2.75 2.2 4.00 4 2.8 4.00 4 4.6 (32) (42,4) (69,9) (1,0) (101,6) (1,3) (101,6) (2,1) 1-1/2 1.90 2.75 2.5 4.00 4 3.2 4.00 4 7.1 (40) (48,3) (69,9) (1,1) (101,6) (1,5) (101,6) (3,2) 2 2.37 3.25 3.7 4.00 4 5.2 4.00 8 8.2 (50) (60,3) (82,6) (1,7) (101,6) (2,4) (101,6) (3,7) 2-1/2 2.87 3.75 5.8 4.00 4 8.0 4.00 8 11.9 (65) (73,0) (95,3) (2,6) (101,6) (3,6) (101,6) (5,4) 76mm 3.00 3.75 6.0 4.00 4 8.8 4.00 8 12.5 (65) (76,1) (95,3) (2,7) (101,6) (4,0) (101,6) (5,7) 3 3.50 4.25 8.6 4.00 4 10.2 4.00 8 15.5 (80) (88,9) (108,0) (3,9) (101,6) (4,6) (101,6) (7,0) 4 4.50 5.00 20.7 6.00 17.2 6.00 8 28.0 (100) (114,3) (127,0) (9,4) (152,4) 8 (7,8) (152,4) (12,7) 139mm 5.50 5.50 18.3 6.00 8 18.5 6.00 8 32.5 (125) (139,7) (139,7) (8,3) (152,4) (8,4) (152,4) (14,7) 5 5.56 5.50 18.5 6.00 8 21.4 6.00 8 37.0 (125) (141,3) (139,7) (8,4) (152,4) (9,7) (152,4) (16,8) 165mm 6.50 6.50 26.2 6.008 22.0 6.00 12 42.5 (150) (165,1) (165,1) (11,9) (152,4) (10,0) (152,4) (19,3) 6 6.63 6.50 27.3 6.008 26.0 6.00 12 48.0 (150) (168,3) (165,1) (12,4) (152,4) (11,8) (152,4) (21,8) 216mm 8.52 7.75 44.0 6.008 34.5 6.00 12 72.5 (200) (216,3) (196,9) (20,0) (152,4) (15,6) (152,4) (32,9) 8 8.63 7.75 48.0 6.00 38.4 6.00 12 79.0 (200) (219,1) (196,9) (21,7) (152,4) 8 (17,4) (152,4) (35,8) 10 10.75 9.00 75.0 8.00 12 65.0 8.00 16 122.0 (250) (273,0) (228,6) (34,0) (203,2) (29,5) (203,2) (55,3) 12 12.75 10.00 95.8 8.0012 91.0 8.00 16 183.0 (300) (323,9) (254,0) (43,4) (203,2) (41,3) (203,2) (83,0) 1. Figure 327, Figure 341, and Figure 342 are not available for the EMEA market C to E - C to E FIGURE 327(1) FABRICATED CROSS GROOVED (SEGMENT WELDED) EtoEr_ FIGURE 341(1) FABRICATED FLANGE ADAPTER ANSI CLASS 150 LBS. GROOVED FIGURE 342(1) FABRICATED FLANGE ADAPTER ANSI CLASS 300 LBS. GROOVED FIGURE 9 FIGURE 327 CROSS AND FIGURE 341 AND FIGURE 342 FLANGE ADAPTERS NOMINAL DIMENSIONS TFP1815 Page 14 of 26 C to E C to E Nominal Pipe Size Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) ANSI Inches (DN) 0.D. Inches (mm) 2x2x3/4 2.37 x 2.37 x 1.05 3.25 2.0 (50 x 50 x 20) (60,3 x 60,3 x 26,7) (82,6) (0,9) 2x2x1 2.37x2.37x1.31 3.25 2.2 (50 x 50 x 25) (60,3 x 60,3 x 33,4) (82,6) (1,0) 2 x 2 x 1-1/4 2.37 x 2.37 x 1.66 3.25 2.3 (50 x 50 x 32) (60,3 x 60,3 x 42,4) (82,6) (1,0) 2 x 2 x 1-1/2 2.37 x 2.37 x 1.90 3.25 1.4 (50 x 50 x 40) (60,3 x 60,3 x 48,3) (82,6) (1,1) 2-1/2 x 2-1/2 x 1 2.875 x 2.875 x 1.315 3.75 3.6 (65 x 65 x 25) (73,0 x 73,0 x 33,4) (95,3) (1,6) 2-1/2 x 2-1/2 x 1-1/4 2.875 x 2.875 x 1.660 3.75 3.8 (65 x 65 x 32) (73,0 x 73,0 x 42,4) (95,3) (1,7) 2-1/2 x 2-1/2 x 1-1/2 2.875 x 2.875 x 1.900 3.75 4.0 (65 x 65 x 40) (73,0 x 73,0 x 48,3) (95,3) (1,8) 2-1/2 x 2-1/2 x 2 2.875 x 2.875 x 2.375 3.75 4.2 (65 x 65 x 50) (73,0 x 73,0 x 60,3) (95,3) (1,9) 76mm x 76mm x 1 3.00 x 3.00 x 1.31 3.75 3.8 (65 x 65 x 25) (76,1 x 76,1 x 33,4) (95,3) (1,7) 76mm x 76mm x 1-1/4 3.00 x 3.00 x 1.66 3.75 4.0 (65 x 65 x 32) (76,1 x 76,1 x 42,4) (95,3) (1,8) 76mm x 76mm x 1-1/2 3.00 x 3.00 x 1.90 3.75 4.2 (65 x 65 x 40) (76,1 x 76,1 x 48,3) (95,3) (1,9) 3 x 3 x 3/4 3.50 x3.50x1.05 4.25 5.2 (80 x 80 x 20) (88,9 x 88,9 x 26,7) (108,0) (2,4) 3x3x1 3.50x3.50x1.31 4.25 5.7 (80 x 80 x 25) (88,9 x 88,9 x 33,4) (108,0) (2,6) 3x3x1-1/2 3.50 x 3.50 x 1.90 4.25 5.8 (80 x 80 x 40) (88,9 x 88,9 x 48,3) (108,0) (2,6) 3x3x2 3.50x3.50x2.37 4.25 5.9 (80 x 80 x 50) (88,9 x 88,9 x 60,3) (108,0) (2,7) 3x3x2-1/2 3.50 x 3.50 x 2.87 4.25 6.3 (80 x 80 x 65) (88,9 x 88,9 x 73,0) (108,0) (2,9) 3 x 3 x 76mm 3.50 x 3.50 x 3.00 4.25 6.5 (80 x 80 x 65) (88,9 x 88,9 x 76,1) (108,0) (2,9) 4x4x3/4 4.50 x 4.50 x 1.05 3.75 6.4 (100 x 100 x 20) (114,3 x 114,3 x 26,7) (95,3) (2,9) 4 x 4 x 1 4.50x4.50x1.31 5.00 6.9 (100 x 100 x 25) (114,3 x 114,3 x 33,4) (127,0) (3,1) 4x4x1-1/4 4.50 x 4.50 x 1.66 5.00 7.6 (100 x 100 x 32) (114,3 x 114,3 x 42,4) (127,0) (3,4) 4x4x1-1/2 4.50 x 4.50 x 1.90 5.00 8.3 (100 x 100 x 40) (114,3 x 114,3 x 48,3) (127,0) (3,8) 4x4x2 4.50x4.50x2.37 5.00 9.6 (100 x 100 x 50) (114,3 x 114,3 x 60,3) (127,0) (4,4) 4x4x2-1/2 4.500 x 4.500 x 2.875 5.00 10.0 (100 x 100 x 65) (114,3 x 114,3 x 73,0) (127,0) (4,5) 4 x 4 x 76mm 4.500 x 4.500 x 3.00 5.00 10.5 (100 x 100 x 65) (114,3 x 114,3 x 76,1) (127,0) (4,8) 1. Figure 323 not available for the EMEA market. FIGURE 10 (1 OF 3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS C C c TFP1815 Page 15 of 26 Nominal Pipe Size Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) ANSI Inches (DN) O.D. Inches (mm) 4x4x3 4.50 x 4.50 x 3.50 5.00 10.3 (100 x 100 x 80) (114,3 x 114,3 x 88,9) (127,0) (4,7) 5x5x2 5.56 x 5.56 x 2.37 5.50 14.0 (125 x 125 x 50) (141,3 x 141,3 x 60,3) (139,7) (6,4) 5x5x2-1/2 5.56 x 5.56 x 2.87 5.50 14.3 (125 x 125 x 65) (141,3 x 141,3 x 73,0) (139,7) (6,5) 5 x 5 x 76mm 5.56 x 5.56 x 3.00 5.50 14.5 (125 x 125 x 65) (141,3 x 141,3 x 76,1) (139,7) (6,6) 5x5x3 5.56 x 5.56 x 3.50 5.50 14.6 (125 x 125 x 80) (141,3 x 141,3 x 88,9) (139,7) (6,6) 5x5x4 5.56 x 5.56 x 4.50 5.50 15.1 (125 x 125 x 100) (141,3 x 141,3 x 114,3) (139,7) (6,8) 165mm x 165mm x 2 6.50 x 6.50 x 2.37 6.50 9.5 (150 x 150 x 50) (165,1 x 165,1 x 60,3) (165,1) (4,3) 165mm x 165mm x 2-1/2 6.50 x 6.50 x 2.875 6.50 9.7 (150 x 150 x 65) (165,1 x 165,1 x 73,0) (165,1) (4,4) 165mm x 165mm x 76mm 6.50 x 6.50 x 3.00 6.50 9.7 (150 x 150 x 65) (165,1 x 165,1 x 76,1) (165,1) (4,4) 165mm x 165mm x 3 6.50 x 6.50 x 3.50 6.50 9.8 (150 x 150 x 80) (165,1 x 165,1 x 88,9) (165,1) (4,4) 165mm x 165mm x 4 6.50 x 6.50 x 4.50 6.50 10.0 (150 x 150 x 100) (165,1 x 165,1 x 114,3) (165,1) (4,5) 165mm x 165mm x 5 6.50 x 6.50 x 5.563 6.50 10.2 (150 x 150 x 125) (165,1 x 165,1 x 141,3) (165,1) (4,6) 6x6x1-1/2 6.625 x 6.625 x 1.90 6.50 19.0 (150 x 150 x 40) (168,3 x 168,3 x 48,3) (165,1) (8,6) 6x6x2 6.625 x 6.625 x 2.375 6.50 21.3 (150 x 150 x 50) (168,3 x 168,3 x 60,3) (165,1) (9,7) 6x6x2-1/2 6.625 x 6.625 x 2.875 6.50 21.7 (150 x 150 x 65) (168,3 x 168,3 x 73,0) (165,1) (9,8) 6 x 6 x 76mm 6.625 x 6.625 x 3.00 6.50 14.5 (150 x 150 x 65) (168,3 x 168,3 x 76,1) (165,1) (6,6) 6x6x3 6.625 x 6.625 x 3.500 6.50 22.0 (150 x 150 x 80) (168,3 x 168,3 x 88,9) (165,1) (10,0) 6x6x4 6.625 x 6.625 x 4.500 6.50 22.5 (150 x 150 x 100) (168,3 x 168,3 x 114,3) (165,1) (10.2) 6x6x5 6.625 x 6.625 x 5.563 6.50 23.1 (150 x 150 x 125) (168,3 x 168,3 x 141,3) (165,1) 10,5 8x8x2 8.63 x 8.63 x 2.37 7.75 32.7 (200 x 200 x 50) (219,1 x 219,1 x 60,3) (196,9) (14,8) 8x8x3 8.63 x 8.63 x 3.50 7.75 33.5 (200 x 200 x 80) (219,1 x 219,1 x 88,9) (196,9) (15,2) 8x8x4 8.63 x 8.63 x 4.50 7.75 34.5 (200 x 200 x 100) (219,1 x 219,1 x 114,1) (196,9) (15,6) 8x8x5 8.63 x 8.63 x 5.56 7.75 34.7 (200 x 200 x 125) (219,1 x 219,1 x 141,3) (196,9) (15,7) 8 x 8 x 165mm 8.63 x 8.63 x 6.50 7.75 35.0 (200 x 200 x 150) (219,1 x 219,1 x 165,1) (196,9) (15,9) 1. Figure 323 not available for the EMEA market. C to E C to E FIGURE 10 (2 OF 3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFP1815 Page 16 of 26 C to E C to E Nominal Pipe Size Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) ANSI Inches (DN) O.D. Inches (mm) 8 x 8 x 6 8.63 x 8.63 x 6.63 7.75 35.6 (200 x 200 x 150) (219,1 x 219,1 x 168,3) (196,9) (16,1) 10 x 10 x 2 10.75 x 10.75 x 2.37 9.00 52.2 (250 x 250 x 50) (273,0 x 273,0 x 60,3) (228,6) (23,7) 10 x 10 x 3 10.75 x 10.75 x 3.50 9.00 53.0 (250 x 250 x 80) (273,0 x 273,0 x 88,9) (228,6) (24,0) 10 x 10 x 4 10.75 x 10.75 x 4.50 9.00 53.6 (250 x 250 x 100) (273,0 x 273,0 x 114,3) (228,6) (24,3) 10 x 10 x 5 10.75 x 10.75 x 5.56 9.00 54.2 (250 x 250 x 125) (273,0 x 273,0 x 141,3) (228,6) (24,6) 10x10x165mm 10.75 x 10.75 x 6.50 9.00 55.5 (250 x 250 x 150) (273,0 x 273,0 x 165,1) (228,6) (25,2) 10 x 10 x 6 10.75 x 10.75 x 6.63 9.00 54.9 (250 x 250 x 150) (273,0 x 273,0 x 168,3) (228,6) (24,9) 10 x 10 x 8 10.75 x 10.75 x 8.63 9.00 55.3 (250 x 250 x 200) (273,0 x 273,0 x 219,1) (228,6) (25,1) 12 x 12 x 3 12.75 x 12.75 x 3.50 10.00 74.6 (300 x 300 x 80) (323,9 x 323,9 x 88,9) (254,0) (33,8) 12 x 12 x 4 12.75 x 12.75 x 4.50 10.00 75.1 (300 x 300 x 100) (323,9 x 323,9 x 141,3) (254,0) (34,1) 12 x 12 x 5 12.75 x 12.75 x 5.563 10.00 75.6 (300 x 300 x 125) (323,9 x 323,9 x 114,3) (254,0) (34,3) 12 x 12 x 165mm 12.75 x 12.75 x 6.50 10.00 76.2 (300 x 300 x 150) (323,9 x 323,9 x 165,1) (254,0) (34,6) 12 x 12 x 6 12.75 x 12.75 x 6.625 10.00 76.2 (300 x 300 x 150) (323,9 x 323,9 x 168,3) (254,0) (34,6) 12 x 12 x 8 12.750 x 12.750 x 8.625 10.00 76.3 (300 x 300 x 200) (323,9 x 323,9 x 219,1) (254,0) (34,6) 12 x 12 x 10 12.750 x 12.750 x 10.750 10.00 77.6 (300 x 300 x 250) (323,9 x 323,9 x 273,0) (254,0) (35,2) 1. Figure 323 not available for the EMEA market. FIGURE 10 (3 OF 3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS c c TFP1815 Page 17 of 26 Nominal Pipe Size E to E Inches (mm) Approx. Weight Lbs) (g) ANSI Inches (DN) Pipe O.D. Inches (mm) 1-1/2 x 1 1.90 x 1.31 2.50 0.6 (40 x 25) (48,3 x 33,7) (63,5) (0,3) 2 x 3/4 2.37 x 1.05 2.50 1.0 (50 x 20) (60,3 x 26,7) (63,5) (0,5) 2 x 1 2.37 x 1.31 2.50 0.8 (50 x 25) (60,3 x 33,4) (63,5) (0,4) 2 x 1-1/4 2.37 x 1.66 2.50 0.8 (50 x 32) (60,3 x 42,4) (63,5) (0,4) 2 x 1-1/2 2.37 x 1.90 2.50 0.8 (50 x 40) (60,3 x 48,3) (63,5) (0,4) 2-1/2 x 1 2.87 x 1.31 2.50 0.9 (65 x 25) (73,0 x 33,4) (63,5) (0,4) 2-1/2 x 1-1/4 2.87 x 1.66 2.50 1.0 (65 x 32) (73,0 x 42,4) (63,5) (0,5) 2-1/2 x 1-1/2 2.87 x 1.90 2.50 1.3 (65 x 40) (73,0 x 48,3) (63,5) (0,6) 2-1/2 x 2 2.87 x 2.37 2.50 1.2 (65 x 50) (73,0 x 60,3) (63,5) (0,5) 76mm x 1-1/4 3.00 x 1.66 2.50 1.0 (65 x 32) (76,1 x 42,4) (63,5) (0,5) 76mm x 1-1/2 3.00 x 1.90 2.50 1.1 (65 x 40) (76,1 x 48,3) (63,5) (0,5) 76mm x 2 3.00 x 2.37 2.50 1.2 (65 x 50) (76,1 x 60,3) (63,5) (0,5) 3 x 3/4 3.50 x 1.05 2.50 1.1 (80 x 20) (88,9 x 26,7) (63,5) (0,5) 3 x 1 3.50 x 1.31 2.50 1.3 (80 x 25) (88,9 x 33,4) (63,5) (0,6) 3 x 1-1/4 3.50 x 1.66 2.5 1.3 (80 x 32) (88,9 x 42,4) (63,5) (0,6) 3 x 1-1/2 3.50 x 1.90 2.50 1.3 (80 x 40) (88,9 x 48,3) (63.5) (0,6) 3 x 2 3.50 x 2.37 2.50 1.3 (80 x 50) (88,9 x 60,3) (63.5) (0,6) 3 x 2-1/2 3.50 x 2.87 2.50 1.5 (80 x 65) (88,9 x 73,0) (63.5) (0,7) 3 x 76mm 3.50 x 3.00 2.50 1.5 (80 x 65) (88,9 x 76,1) (63.5) (0,7) 4 x 1 4.50 x 1.31 3.00 1.8 (100 x 25) ' (114,3 x 33,4) (76,2) (0,8) 4 x 1-1/4 4.50 x 1.66 3.00 2.0 (100 x 32) (114,3 x 42,4) (76,2) (0,9) 4 x 1-1/2 4.50 x 1.90 3.00 2.3 (100 x 40) (114,3 x 48,3) (76,2) (1,0) 4 x 2 4.50 x 2.37 3.00 2.3 (100 x 50) (114,3 x 60,3) (76,2) (1,0) 4 x 2-1/2 4.50 x 2.87 3.00 2.3 (100 x 65) (114,3 x 73,0) (76,2) (1,0) 1. Figure 372 not available for the EM EA market. E to E FIGURE 11 (1 OF 2) FIGURE 372 FABRICATED CONCENTRIC REDUCER GROOVE X MALE THREAD (MPT) NOMINAL DIMENSIONS TFP1815 Page 18 of 26 E to E Nominal Pipe Size E to E Inches (mm) Approx. Weight Lbs. (kg) ANSI I (DNN)) Pipe O.D. Inches (mm) 4 x 3 4.50 x 3.50 3.00 2.6 (100 x 80) (114,3 x 88,9) (76,2) (1,2) 5 x 4 5.56 x 4.50 3.50 4.5 (125 x 100) (141,3 x 114,3) (88,9) (2,0) 165mm x 1 6.50 x 1.31 4.00 1.2 (150 x 25) (165,1 x 33,4) (101,6) (0,5) 165mm x 2 6.50 x 2.37 4.00 5.5 (150 x 50) (165,1 x 60,3) (101,6) (2,5) 165mm x 76mm 6.50 x 3.00 4.00 5.7 (150 x 65) (165,1 x 76,1) (101,6) (2,6) 165mm x 3 6.50 x 3.50 4.00 5.8 (150 x 50) (165,1 x 88,9) (101,6) (2,6) 165mm x 4 6.50 x 4.50 4.00 5.8 (150 x 50) (165,1 x 114,3) (101,6) (2,6) 165mm x 5 6.50 x 5.563 4.00 5.8 (150 x 50) (165,1 x 141,3) (101,6) (2,6) 6 x 1 6.63 x 1.31 4.00 5.2 (150 x 25) (168,3 x 33,4) (101,6) (2,4) 6 x 2 6.63 x 2.37 4.00 5.4 (150 x 50) (168,3 x 60,3) (101,6) (2,4) 6 x 2-1/2 6.63 x 2.87 4.00 5.6 (150 x 65) (168,3 x 73,0) (101,6) (2,5) 6 x 76mm 6.63 x 3.00 4.00 5.8 (150 x 65) (168,3 x 76,1) (101,6) (2,6) 6 x 3 6.63 x 3.50 4.00 6.0 (150 x 80) (168,3 x 88,9) (101,6) (2,7) 6 x 4 6.63 x 4.50 4.00 6.2 (150 x 100) (168,3 x 114,3) (101,6) (2,8) 6 x 5 6.63 x 5.56 4.00 6.7 (150 x 125) (168,3 x 141,3) (101,6) (3,0) 1. Figure 372 not available for the EMEA market. FIGURE 11 (2 OF 2) FIGURE 372 FABRICATED CONCENTRIC REDUCER GROOVE X MALE THREAD (MPT) NOMINAL DIMENSIONS c C 0 TFP1815 Page 19 of 26 Nominal Pipe Size Figures 211, 311, & 511 Figures 212, 312, & 512 ANSI Inches (DN) O.D. Inches (mm) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) Nominal C to E Inches (mm) Approx. Weight Lbs. (kg) 1-1/4 1.660 1.38 0.4 1.75 0.4 (32) (42,4) (35,1) (0,2) (44,5) (0,2) 1-1/2 1.900 1.38 0.5 1.75 0.5 (40) (48,3) (35,1) (0,2) (44,5) (0,2) 2 2.375 1.38 0.6 1.88 0.6 (50) (60,3) (35,1) (0,3) (47,8) (0,3) 2-1/2 2.875 1.50 1.1 2.00 0.7 (65) (73,0) (38,1) (0,5) (50,8) (0.3) 76,1 m m 3.000 1.50 1.1 2.00 1.2 (65) (76,1) (38,1) (0,5) (50,8) (0,5) 3 3.500 1.50 1.2 2.25 1.4 (80) (88,9) (38,1) (0,5) (57,2) (0,6) 4 4.500 1.75 2.2 2.63 2.4 (100) (114,3) (44,5) (1,0) (66,8) (1,1) 139,7mm 5.500 2.00 2.3 2.88 2.5 (125) (139,7) (50,8) (1,0) (73,2) (1,1) 5 5.563 2.00 3.3 2.88 4.1 (125) (141,3) (50,8) (1,5) (73,2) (1,9) 165,1mm 6.500 2.00 3.5 3.13 4.3 (150) (165,1) (50.8) (1,6) (79,5) (2,0) 6 6.625 2.00 4.6 3.13 5.6 (150) (168,3) (50.8) (2,1) (79,5) (2,5) 8 8.625 2.00 8.7 3.88 11.1 (200) (219,1) (50,8) (3,9) (98,6) (5,0) 10 10.750 2.13 9.1 4.38 14.0 (250) (273,0) (54,1) (4,1) (111,3) (6,4) 12 12.750 2.25 16.7 4.88 22.0 (300) (323,9) (57,2) (7,6) (124,0) (10,0) FIGURES 211, 311, & 511 FABRICATED 111/4° ELBOW (SIEGMENT WELDED) FIGURES 212 312, & 512 FABRICATED 221/2° ELBOW (SEGMENT WELDED) FIGURE 12 FIGURES 211, 311, AND 511 FABRICATED ELBOWS AND FIGURES 212, 312, AND 512 FABRICATED ELBOWS NOMINAL DIMENSIONS TFP1815 Page 20 of 26 E to E FIGURE 391(1) FABRICATED ADAPTER NIPPLE GROOVE X MALE THREAD (MA) E to E FIGURE 392(1) FABRICATED ADAPTER NIPPLE GROOVE X GROOVE —.-1E to FIGURE 393(1) FABRICATED ADAPTER NIPPLE GROOVE X PLAIN Nominal Pipe Size Figures 391, 392 & 393(1) Nominal Approx. ANSI Inches O.D. Inches E to E Weight (DN) (mm) Inches Lbs. (mm) (kg) 1-1/4 1.660 4.00 0.8 (32) (42,4) (101,6) (0,4) 1-1/2 1.900 4.00 0.9 (40) (48,3) (101,6) (0,4) 2 2.375 4.00 1.2 (50) (60,3) (101,6) (0,5) 2-1/2 2.875 4.00 1.9 (65) (73,0) (101,6) (0,9) 76,1mm 3.000 4.00 1.9 (65) (76,1) (101,6) (0,9) 3 3.500 4.00 2.5 (80) (88,9) (101,6) (1,1) 4 4.500 6.00 5.5 (100) (114,3) (154,4) (2,5) 139,7mm 5.500 6.00 5.6 (125) (139,7) (154,4) (2,5) 5 5.563 6.00 7.4 (125) (141,3) (154,4) (3,4) 165,1mm 6.500 6.00 7.6 (150) (165,1) (154,4) (3,4) 6 6.625 6.00 9.5 (150) (168,3) (154,4) (4,3) 8 8.625 6.00 14.2 (200) (219,1) (154,4) (6,4) 10 10.750 8.00 27.0 (250) (273,0) (203,2) (12,2) 12 12.750 8.00 33.0 (300) (323,9) (203,2) (15,0) 1. Figure 391, Figure 392, and Figure 393 are not available for the EMEA market. FIGURE 13 FIGURES 391, 392, AND 393 FABRICATED ADAPTER NIPPLES NOMINAL DIMENSIONS TFP1815 Page 21 of 26 ANSI Inches (DN) O.D. Inches (mm) Nominal C to GE Inches (mm) Nominal C to TE Inches (mm) Approx. Weight Lbs. (kg 5x5x8 (125 X 125 X 200) 5.563 x 5.563 x 8.625 (141,3 x 141,3 x 219,1) 13.313 (388,14) 9.313 (236,55) 27.8 (12,6) 6 x 6 x 8 (150 X 150 X 200) 6.625 x 6.625 x 8.625 (168,3 x 168,3 x 219,1) 13.313 (388,14) 8-3/4 (222,25) 36.7 (16,4) 1. Figure 507/50L not available for the EMEA market. 11111,111 FIGURE 14 FIGURE 507/50L FABRICATED BULLHEAD TEE NOMINAL DIMENSIONS CtoTE C to GE ANSI Inches O.D. Nominal C to GE Nominal C to TE Approx. Weight (DN) Inches Inches Lbs. Inches (mm) (mm) (kg) 4x4x2-1/2 5.563 x 5.563 x 8.625 13.313 9.313 8.7 (100 X 100 X 65) (141,3 x 141,3 x 219,1) (388,14) (236,55) (3,9) 6 x 6 x 2-1/2 6.625 x 6.625 x 8.625 13.313 8-3/4 13.7 (150 X 50 X 65) (168,3 x 168,3 x 219,1) (388,14) (222,25) (6,2) 1. Figure 328 not available for the EMEA and APAC market. FIGURE 15 FIGURE 328 FABRICATED STANDPIPE TEE NOMINAL DIMENSIONS r\ c TFP1815 Page 22 of 26 Friction Resistance Nominal Pipe Size Elbows 90° Feet (m) Elbows 45° Feet (m) Tee(tl Branch Feet (m) Tee Run Feet (m) ANSI Inches (DN) O.D. Inches (mm) 1 1.31 1.3 0.8 3.7 1.3 (25) (33,4) (0,4) (0.3) (1,1) (0.6) 1-1/4 1.71.9 1.0 4.8 1.9 ""(32) (42,4) (0,6) (0,3) (1,5) (0,6) 1-1/2 1.9 2.3 1.2 5.8 2.3 (40) (48,3) (0,7) (0,4) (1,8) (0,7) 2 2.4 3.2 1.6 8.0 3.2 (50) (60,3) (1,0) (0,5) (2,5) (1,0) 2-1/2 2.9 3.9 2.0 9.8 3.9 (65) (73,0) (1,2) (0,6) (3,0) (1,2) - 3.0 4.1 2.1 10.3 4.1 (65) (76,1) (1,2) (0,6) (3,1) (1,2) 3 3.5 4.9 2.4 12.2 4.9 (80) (88,9) (1,5) (0,7) (3,7) (1,5) 4 4.5 6.5 3.3 16.3 6.5 (100) (114,3) (2,0) (1,0) (5,0) (2,0) - 5.5 8.0 4.1 20.0 8.0 (125) (139,7) (2,4) (1,3) (6,1) (2,4) 5 5.6 8.2 4.1 20.5 8.2 (125) (141,3) (2,5) (1,3) (6,3) (2,5) - 6.5 9.5 4.8 23.8 9.5 (150) (165,1) (2,9) (1,4) (7,2) (2,9) 6 6.6 9.9 5.0 24.8 9.9 (150) (168,3) (3,0) (1,5) (7,6) (3,0) 8 8.6 13.1 6.6 32.8 13.1 (200) (219,1) (4,0) (2,0) (10,0) (4,0) 10 10.8 16.5 8.3 41.3 16.5 (250) (273,0) (5,0) (2,5) (12,6) (5,0) 12 12.8 19.9 9.9 49.7 19.9 (300) (323,9) (6,1) (3,0) (15,1) (6,1) 1. For the reducing tee branches, use the value that is corresponding to the branch size. Example: For 8" x 8" x 2" tee, the branch value of 2" is 8.0 feet. For sizes not listed interpolate from the values shown. TABLE A FRICTION RESISTANCE FOR FIGURES 501, 510, 510DE AND 519 (EXPRESSED AS EQUIVALENT STRAIGHT PIPE) C C TFP1815 Page 23 of 26 Friction Resistance Nominal Pipe Size Elbows Elbows Tee* Tee 90° 45° Branch Run O.D. Feet Feet Feet Feet ANSI Inches Inches (m) (m) (m) (m) (DN) (mm) 2 2.4 3.5 1.6 8.0 3.2 (50) (60,3) (1,1) (0,5) (2,4) (1,0) 2-1/2 2.9 4.3 2.0 9.8 3.9 (65) (73,0) (1,3) (0,6) (3,0) (1,2) - 3.0 4.3 2.1 10.3 4.1 (65) (76,1) (1,3) (0,6) (3,1) (1,2) 3 3.5 5.0 2.4 12.2 4.9 (80) (88,9) (1,5) (0,7) (3,7) (1,5) 4 4.5 6.7 3.3 16.3 6.5 (1 00) (114,3) (2,0) (1,0) (5,0) (2,0) - 5.5 8.3 4.1 20.0 8.0 (125) (139,7) (2,5) (1,2) (6,1) (2,4) 5 5.6 8.5 4.3 21.5 8.6 (125) (141,3) (2,5) (1,3) (6,5) (2,6) - 6.5 9.6 4.8 23.8 9.5 (150) (165,1) (2,9) (1,5) (7,3) (2,9) 6 6.6 10.0 5.0 24.8 9.9 (150) (168,3) (3,0) (1,5) (7,6) (3,0) 8 8.6 13.1 6.6 32.8 13.0 (200) (219,1) (4,0) (2,0) (10,0) (4,0) TABLE B FRICTION RESISTANCE FOR FIGURES 510S AND 519S (EXPRESSED AS EQUIVALENT LENGTH OF STRAIGHT SCHEDULE 40 STEEL PIPE) TFP1815 Page 24 of 26 Nominal Pipe Size Figure 501 Cast 45° Elbow psi bar Figure 510 Cast 90° Elbow psi bar Figure 519 Cast Tee • psi bar Ansi O.D. Inches Inches UL FM VdS LPCB UL FM VdS LPCB UL FM VdS LPCB (DN) mm 1 1.31 (25) (33,4) - - - - - - - - - - - - 1-1/4 1.66_ 365 365 232 290 365 232 290 (32) (42,4) _ _ - (25,2) (25,2) (16,0) (20,0) - (25,2) (16,0) (20,0) 1-1/2 1.90365 - - - - 365 232 290 - 365 232 290 (40) (48,3) (25,2) (25,2) (16,0) (20,0) (25,2) (16,0) (20,0) 2 2.37 365 365 232 290 365 365 232 290 365 365 232 290 (50) (60,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 2-1/2 2.87 365 365 365 365 365 365 (65) (73,0) (25,2) (25,2) - - (25,2) (25,2) - - (25,2) (25,2) - - 76,1mm 3.00 365 365 232 290 365 365 232 290 365 365 232 290 (65) (76,1) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 3 3.50 365 365 232 290 365 365 232 290 365 365 232 290 (80) (88,9) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 4 4.50 365 365 232 290 365 365 232 290 365 365 232 290 (100) (114,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 139,1mm 5.50 365 365 232_ 365 365 232 365 365 232 (125) (139,7) (25,2) (25,2) (16,0) (25,2) (25,2) (16,0) - (25,2) (25,2) (16,0) - 5 (125) 5.56365 (141,3) - (25,2) - - - 365 (25,2) - - - 365 (25,2) - - 165,1mm 6.50 365 365290 - 365 365 - 290 365 365 - 290 (150) (165,1) (25,2) (25,2) (20,0) (25,2) (25,2) (20,0) (25,2) (25,2) (20,0) 6 6.63 365 365 232 290 365 365 232 290 365 365 232 290 (150) (168,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 8 8.63 365 365 232 290 365 365 232 290 365 365 232 290 (200) (219,1) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 10 10.75 (250) (273,0) - - - - - - - - - - - - 12 12.75 (300) (323,9) - - - - - - - - - - - - TABLE C FIGURE 501 AND FIGURE 510 CAST ELBOWS, AND 519 CAST TEE LISTED/APPROVED PRESSURE RATING 1 r� C TFP1815 Page 25 of 26 Nominal Pipe Size Figure 260 Cast End Cap psi bar Figure 510S Cast 90° Elbow psi bar Figure 519S Cast Tee psi bar Ansi Inches (DN) O.D. Inches (mm) UL FM VdS LPCB UL FM VdS LPCB UL FM VdS LPCB 1 (25) 1.31 (33,4) 500 (34,5) - _ _ _ _ _ _ _ _ _ 1-1/4 (32) 1.66 (42,4) 500 (34,5) 500 (34,5) - _ - - - - - - - - 1-1/2 (40) 1.90 (48,3) 500 (34,5) 500 (34,5) - - - - - - - - - - 2 (50) 2.37 (60,3) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 2-1/2 (65) 2.87 (73,0) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) - - 365 (25,2) 365 (25,2) - 76,1mm (65) 3.00 (76,1) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) - 290 (20,0) 3 (80) 3.50 (88,9) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 4 (100) 4.50 (114,3) 500 (34,5) 500 (34,5) - - 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 139,1mm (125) 5.50 (139,7) 500 (34,5) 500_ (34,5) - 365 (25,2) 365 (25,2) 232 (16,0) - 365 (25,2) 365 (25,2) 232 (16,0) _ 5 (125) 5.56 (141,3) 500 (34,5) 500365 (34,5) - _ - (25,2) - - - 365 (25,2) 165,1mm (150) 6.50 (165,1) 500 (34,5) 500_ (34,5) _ 365 (25,2) 365 (25,2) - - 365 (25,2) 365 (25,2) - - 6 (150) 6.63 (168,3) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 8 (200) 8.63 (219,1) 500 (34,5) 500365 (34,5) - - (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 365 (25,2) 365 (25,2) 232 (16,0) 290 (20,0) 10 (250) 10.75 (273,0) 500 (34,5) 500 (34,5) - _ _ _ _ _ _ _ 12 (300) 12.75 (323,9) 500 (34,5) 500 (34,5) - _ - _ - - TABLE D FIGURE 260 CAST END CAP, FIGURE 510S CAST ELBOW, AND FIGURE 519S CAST TEE LISTED/APPROVED PRESSURE RATING TFP1815 Page 26 of 26 Nominal Pipe Size ADACAP psr bar Inches x NPT (DN) UL FM VdS LPCB 1-1/2 x 1/2 300 300 (40) (20,7) (20,7) — — 1-1/2 x 3/4 300 300 (40) (20,7) (20,7) — — 1-1/2 x 1 300 300 (40) (20,7) (20,7) — — 2 x 1/2 300 300 (50) (20,7) (20,7) — — 2 x 3/4 300 300 (50) (20,7) (20,7) — — 2 x 1 300 300 (50) (20,7) (20,7) — — 2-1/2 x 1/2 300 300 (65) (20,7) (20,7) — — 2-1/2 x 3/4 300 300 (65) (20,7) (20,7) — — 2-1/2 x 1 300 300 (65) (20,7) (20,7) — — TABLE E ADACAP LISTED/APPROVED PRESSURE RATING Ordering Procedure GRINNELL Products are available glob- ally through a network of distribution centers. For the nearest distributor, visit www.grinnell.com. When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446) Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. two Fire Protection Products 90° ELBOW Fif0P111dUll, Cii6011 arM A smrnsrart Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore Ul & ULC Listed & Factory Mutual Approved kr 500 psi service. Ductile iron per ASTM A536 Class 6545.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME B1.20.1. NO PCf tArpito ma fla ngs have highs. termite ortngth thou ti,ot e5 steel pipe. TFw416oro, avor tig3ttairx3 aas oaysa damayo to Op. tIrwds Which ratty ovum kokoge Duditetron ius s tiruuId beuaMmed three time beyond h4r41 tight, but ro mx• 4,1 term Nsnird a Levi hem Weotiter 90" Ushered Honker ELBOW Sex. Worlds Most ashes Appox. 911. tent Iresssro' '' q (aGil P5fiPd hd'W h. text) 1 04=04 0650033 ip 1.50 1.50 0,62 70 34511 381Q .3,810 22g 114 640X:0012 G850044 504 1.75 1.75 0.90 37 34 S0 iris 1t 4S 04i 135 04t"> 0020 M50055 504 1.94 1.20 00 UV 41 ?lb ail 2 040 8 09.49066 500 225 2,25 1.05 5d 3150 5115 51.14 Qat ' IJt, 1,4C & Fid Prtssurw RarinQr fa. 4drilonat lidngs and approvots, tee the rechniool data season. ® €11 APPROVED For tlistieg ilppmwo6.Qebits and tt m*i1iwa *It our Web Site wwsr,mp Nissl cats or contact an Atsvlieilltarl�ttsr'Sales Rsprasattsdva. 1 SPF Cast & Ductile Iron Fittings 'IMNw.4s[iv1'kLenCDm €0ABlea 45° ELBOW Pitabeii Makin of Andi Ductile MATERIAL SPECIFICATION DuctJe iron threaded fittings are UL & ULC factory Mutual Approved for 500 psi ser Ductile iron per ASTM A536 Class 6545-1 Dimensions conform to ASME 816.14 Threads are NPTper ANSI/ASME 81.20.1 NOM- Wail* iron timngstwil high's. twill* srength /pont papa Thirokes, over tislunina can cense demo pipe ifs; may am* lealcar. Ow* Mon rang: should beilleenad bayond hti,btie mars than la.ar tirri , Kitchell Sits Arsil itt is Hisibst 45 llake rs51 'hiker ELBOW Rex. Watt Dints slats itievili 1455s5re h tadiffold I a fad h faai Ik tt:4 1 849002133 6450113 500 1.12 0.46 25 MD IMIki.. 11 01 154 840002141 05014 500 MEM 1.29 013 37 300 NW. .1276 033 1/9 80002158 0045055 500 MUM 143 0,92 10- 3150 _?,6 I= A '.I.7 047 Z 840902164 Illia so* II= 140 1.50 SI 361f it.1-1 4267 OM • it, ULC & FM Pressor* Ratings For additional limner and eovals, sass the ladviool 4cia tecion APPROVED SOF Ustis54A4rotat and Limitation vielt our intricoarzolloso c c5 Szvir/ArniSiss" Sales 25p REDUCING 90° ELBOW Ductile Iron AStar- Fire Products Division of Anvil International Submittal Sheet MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 1316.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1.20.1. Ductile iron per ASTM A536 Class 65-45-12. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hond tight, but no more than four turns. APPROVED For Listing / Approval details contact your AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: (, tes 1: Notes 2: SPF Cast & Ductile Iron Fittings REV. 03.03.06-0012 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, ll go to www.anvilstar.com or contact your local AnvilStar representative �i`Z) ANVIL,' REDUCING 90° ELBOW Nominal Size Anvil Item Number Universal Number Max. Working Pressure Dimensions Approx. Wt. Each A B In. (mm) PSI (kPo) In. (mm) In. (mm) Lbs. (kg) 1 x 1/2 840001036 DB90031 500 1.26 1.36 0.44 25 x 15 3450 32.00 34.54 0.20 1 x 3/4 840001044 DB90032 500 1.37 1.45 0.52 25 x 20 3450 34.79 36.83 0.24 11/4 x 1/2 840001051 DB90041 500 1.34 1.53 0.64 32 x 15 34550 34.03 38.86 0 29 11/4 X 3/4 840001069 DB90042 500 1.45 1.62 0.72 32 x 20 3450 36.83 41.14 0.33 11/4 x 1 840001077 DB90043 500 1.58 1.67 0.75 31 x 25 3450 40.13 42.41 0.34 11/2 x 1 840001085 DB90053 500 1.65 1.80 0.92 40 x 25 3450 41.91 45.72 0.42 11/2 x 11/4 840001093 DB90054 500 1.82 1.88 1.08 40 x 32 3450 46.22 47.75 0.49 2 x 1/2 840001101 DB90061 500 1.49 1.88 1.08 50 x 15 3450 37.84 47.75 0.49 2 x 3/4 840001119 DB90062 500 1.60 1.97 1.24 50 x 20 3450 40.64 50.03 0.56 2 x 1 840001127 DB90063 500 1.73 2.02 1.40 50 x 25 3450 43.94 51.30 0.64 2 x 1 i/4 840001135 DB90064 500 1.90 2.10 1.52 50 x 32 3450 48 26 53.34 0.70 2 x 11/2 840001143 DB90065 500 2.02 2.16 1.65 50 x 40 3450 51.30 54 86 0.75 MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 1316.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1.20.1. Ductile iron per ASTM A536 Class 65-45-12. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hond tight, but no more than four turns. APPROVED For Listing / Approval details contact your AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: (, tes 1: Notes 2: SPF Cast & Ductile Iron Fittings REV. 03.03.06-0012 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, ll go to www.anvilstar.com or contact your local AnvilStar representative �i`Z) ANVIL,' STRAIGHT TEE Pit&stilb 0101110101iu.reeer,.rmw Ductile Iron MATERIAL SPECIFICATIONS Ductile Iron threaded fittings are UL & ULC listed 8 Factory Mutual Approved for 500 psi service. Ducde iron per ASTM A536 Class 65 45.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME B1.20.1. NOTIC Ductile iron feting shove higher' smile strength thanthat ofIter pis. Thsreftee.pv*r dglening can otiose damageto pip* dreads whets may cause leakage. Wade non longs should be lightened three tan bvyord hand Ogle, bet nomore/non/ourturns. Neaseel5fes bvllttem Simko STRAIGHT Usher Number Mex. Week . TEE Dimeatioes *rex. Wt. tea Presser' 11110111111n1111 G. treat mod EMI !a Gael du t 1 840003164 01333 500 1.50 1.50 0.05 2S I .3150 1110 X10 039 114 040003172 01444 500 1.75 115 132 3? 3951 99 9S it 95- 055 I% 040003130 01555 500 1.94 1.44 1.55 lit 3950 $9.21 19 21 010 2 040003199 01666 500 125 2.25 145 SQ ISO 51.15 1715 1.11 • LI, U*C & FM Pressure Ratings For odddioi al hangs and approvals, see the ted doto sedton APPROVED Tor ListisgtArerowl Dana and Limitations Waft our! hb a % rrtneconallndaynorcardact an AetviPYArwImteSetn Rapta»ntathrs C c REDUCING TEE firoPrceisca Wilco %4051 lewricansi ' Ul, LLC 4 FM Closure P.alinr Fos odddlonal hamgs and ap4srovoll, ret Isle menial data team. SPF Cast & Ductile Iron Fittings Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are U. & ULC listed & Factory Mutual Approved kr 504 psi service. Ductile iron per ASTM A536 Mass 65.45.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME 81.20.1. NOTICE Mole Hut 4icrngs Iwo 119119r Tensile frcog6 than awl t,5 t vel pips. Therdore, tvor tillacreng aan cause damagr so pips 4Fread: which may couce ieokage (Wile Iron hrrngt tuuld 6e -lightened Me wins *and hand 1igk, but ro nrr'e fan iv tu:m ®�!*�� For U* g Approvsl °Mails arid Urtillalbreei*Itour ltiisbSits writ aersir1 carnorcorltectan AnvlPYAeniS�.tr"Sris PapresetaatIvs. APPROVED REDUICING TEE Nomki s(1c ANY6 Nene NereStr Ueirend Ilem6er hez, %this pressen- Ohetnias A 274 044.4144 A $ C la iq► St raM MON h Or it im►J ix Gret) eta alt 1 x 5411 610004196 61313 500 150 136 1.50 044 25', 15,75 4:11' ,9. in .1450 .vr70 04°4 w00 0?u 1 xS4r 1 340004261 61373 500 130 1.45 1:50 tin 75: 011 25 40,0. 05 .t4 SIi .l i 0.0 3&.Z3 10 t7 33 1 x 1 x X 1340004212 01331 500 126 126 136 011 75:75, 15 p1.42• 1 1,150 37m 37171 34 S! tln 1 x 1x'4 840004720 01332 500 137 137 1.45 0.76 75175,5!3, 4110 417, 74 1443 31 AQ 1427 ..511 034 1 x 1 z 1% 340)04238 31334 500 141 141 1.53 0.98 2S232 4,2.40. -05 1450 4..41 174) 1003 044 ix -1111S 140004246 •61335 500 1.10 1)10 1.45 Lid 25, 25, 40 40, Pli in 4457 4512 4572 41 91 053 1)4 z 1x h 340004253 01431 500 134 1.24 153 Q02 37, 75, 05 50. 75, 511 :0491 34.04 17493 .44,15 011 nix 1 x % 340004261 D1432 500 105 137 1.62 0.90 .17, 75, 70 91. )7, 91 1451 .ti R3 11m 15 15 04) 114 z 1 x 1 840904279 31433 500 1.58 1.50 167 1110 32:75125 50•;:15 05 3459 41113 31? 50 1147 045 I!4 1 x 1% (140001131 31434 500 515 3b7 1.75 103 :11, 75, 37 :%, Al, :11 .3450 4.4 45 4747 #445 049 154 d 114 810004595 11743 500 1,1; 10 1.82 1.47 32,251411 (.6., 41, 15 0451 4175 45;2 1. 0.44 114x114x15 840004303 01441 500 1.34 134 1.53 0.86 17137, 05 9-0. 40, 17 045^,34.04 3450 .0404 38r7i 019 1%xl%z%' 840904311 ` 01442 500 305 • 105 1,62 0.92 37, 3i, Al SE.40._4n 3451 .V,In .1041 fait 047 11511%11 840004379 31443 500 1.58 1,58 167 095 37, 97, 75 511,40.51l 3457 4019 GQ 13 4717 1)41 N il)41114 `440004351 01445 500 I1 110- 1.02 1.53 37,32 40 5,3,50, )S 3451 4775 41,75 4627 066 1 840004345 01446 500 210 2.10 1.90 135 ?ir:ar_§) 41. 50, a1 4511 _ 1'43.4 :114 4215 079 155.l54 840004357 D1531 500 5,41 134 166 0.95 4), 75, 15 5/7, 41.95 1450 1441 3404 1715 5143 Nil' 111 54 840004360 31537 500 1-57 137 175 134 417,:5,%.3 51, 50, 07 3451) 31/475 ,00.1 Id45 457 11411 x 1 840244318 31533 500 1.65 130 5.80 1.17 10, 75, 25 50, 50. 4) 9450 41.95 .3 / 0 +512053 1'h x 11114 0340004384 615 _ 500 182 161 -118 134 414 751,17 431 Sti�FS 44513 4F 71 4747 11 TS 051 IX xi x 154 3409014394 01535 500 1.94 113 1.44 5.45 411,75,41 45. 40, 50 14.5i7 1975 4s17 4978 OM 154x111*54 340004402 01541 500 141 1.34 166 105 40, .12k 05 3441 3550 3404 1215 048 13517X11% 84004410 01542 500 1.37 1.45 175 115 400, 47„'7 .5451 .1y5l 3670 4445 .; 5 N11%1 1 040004428 01543 500 1.63- 118 `1.130 115 4^r 37, 25 3451 4) 95441;1i 4577 _ 05; SPF Cast & Ductile Iron Fittings Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are U. & ULC listed & Factory Mutual Approved kr 504 psi service. Ductile iron per ASTM A536 Mass 65.45.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME 81.20.1. NOTICE Mole Hut 4icrngs Iwo 119119r Tensile frcog6 than awl t,5 t vel pips. Therdore, tvor tillacreng aan cause damagr so pips 4Fread: which may couce ieokage (Wile Iron hrrngt tuuld 6e -lightened Me wins *and hand 1igk, but ro nrr'e fan iv tu:m ®�!*�� For U* g Approvsl °Mails arid Urtillalbreei*Itour ltiisbSits writ aersir1 carnorcorltectan AnvlPYAeniS�.tr"Sris PapresetaatIvs. APPROVED rnuwn.anuiTktar.rnm REDUCING TEE Norelwl she A.ri ham Meant Urietnal Nss6v itz, Oimnsiou Apprax• Wt. loci 04.'111 Prtssert' A 8 C St raM PSI ON Al, fast NAT/ to !tom 4'e• 154111z2 840004436 61546 500 7.16 2,10 2.02 15+0 4:11' ,9. in It51) .I94 t1 74 it `.rl 024 1131191x54 840004444 01550 500 1.41 1.41 1,16 1.15 40,0. 05 9450 9524 1510 7444 057 1%x l%z % 80011044.51 6%32 500 132 1.57 1.75 114 p1.42• 1 7447 53151 04F) 1445 du 1 o4 x 1 h x 1 840004449 01553 500 1,65 1.65 180 1.30 4110 417, 74 UN 4195 44 0) 4577 059 554x115x154 8442014477 31554 500 1,82 192 1.88 1,48 4,2.40. -05 1450 4,; 70 d5 73 47,75 11,47 114 x 114:2 8444104485 D1556 500 2.16 2,14 2.02 1.;, 40, Pli in 14in 54)04 5405; 51 Y) nal 7 x 1 x 2 840004493 01636 500 .7 2.01 3L 25 itS 50. 75, 511 0411 4'35 55.30 5775 00R ?I. I55 z 2 - 840004501 01646 500 225 2.10 225 220 91. )7, 91 0.450 5' i5 5? 14 Cl 15 5144 2x 111x74 84I 04519 31651 500 1.49 141 ' 1,88 1.50 50•;:15 05 9440 1, ,,:t5 35 41 1775 OM 2 x ill r % 840004521 (01662 500 1.40 132 1.97 142 :%, Al, :11 9450 4064 794.0 1104 071 7 4 115 z 1 0340004535 01653 500 123 145 2.02 144 (.6., 41, 15 1450 1304 45 6) 5i 71 013 2:111 i 114 ' 0415oo4541 01634 500 -.90 1.02 - 2.10 1.413 9-0. 40, 17 3450 1.312 65 73 53 11 tin 2 r 114 a 114 840304550 61655 500 7.077 1.94 216 2.00 SE.40._4n 2151 4'31 497g Qa6 391 2 r 154 r 2 840004568 31654 500 225 2,16 2,25 235 511,40.51l 7441 5'15 5445 5705 007 640001576 61641 500 149 1.49 1.89 110 5,3,50, )S +450 1.95 171'5 t;TS 019 1 . r' :40001{14 r"66 ,00 f.0 .60 1.' 41. 50, a1 1411 ow 1111.4 51) 4 n7/ 2 r2 x 1 840004592 01663 500 - 173 173 2,02 115 5/7, 41.95 01 In 4154 41 Q1 5) 01 0 R 2 x 7.114 840304600 31664 500 195 1,90 2,10 204 51, 50, 07 045 t>'45 4717 1445 000 2 r 2 r 1% 8400414618 611665 500 702 2.07 7.16 2,18 50, 50. 4) 4-91 4-015 4717 4113 090 1x2129,• 61667 500 260 740 7.39 3.65 431 Sti�FS 1447 ' 145 4747 tett 741 791 x 2 x 01142 500 1 14 1.811 1.32 228 45. 40, 50 7.591 1!45 4747 4445 51)9 rnuwn.anuiTktar.rnm BULL HEAD TEE tie Prak<lr0011ndtolihion and Ductile Iror MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore 111. &ULC Listed 8 Factory Mutual Approved for 500psi service_ Duc& iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16.14 Threads are NPT per ANSVASME B1.20.1. NOTICE Du tib iron filing; Woo Lighg senile strong& than fiat of sb4 pipe, Therokto, 9vor Ighkrning can cam pipe rhrwds vA ich may woo too . Dvcrih iron Filings should to ti9bw,ad time tams barond bond tit bill no morello Fow tams. 11lrNtl./Sin ANO km limber Mend Number BULL HEAO li4ex. Wall TEE 0 Idais baa, Wt. hi Press!;.• A 0 ( b. Gu d eV b. 6.00 la Gus) b. furl lbs. IV 1 x 1 x 1Y, 010404238 01331 970 1.67 1.67 1.58 0.98 25.:15"37 3450 4141 Q.41 .49.13 0.44 1 x 1 x I% 914004246 01335 480 1,00 1.00 1.65 1.16 15'15 "40 3450 4511 4512 4161 053 1141 x 11 010004195 01435 500 1,88 110 1.81 1.47 32x 15 x 40 34.50 4115 45.11 45.2? 0.64 11x1%xDS 010004337 01445 500 I. 1.88 1.82 1.45 31'31x40 3450 4135 4715 422 0.15 1%t IYix 1 810004345 01446 900 2.10 2.10 1.40 1.75 32132x50 140 5334 5124 4814 011 IIx Wix? 810004436 01546 900 2.16 2,10 2,02 1.9) 40x37rS0 3450 5488 5334 5139 0.13 114x104x2 8100485 01556 500 2.16 216 2.02 1.48 40141x50 3450 54 81 54.86 51.33 0.50 VIC & FM Prossurr Fb! ngs Fx addtioral kings and apprc ds, naethe Oith Drool &Om swim. SPF Cast & bnctika Iron Fittings www.aiwilsta1: COM APPROVED Rs UstkgApptuni Debits attd lirtblanrisitar tthtttik wormaseilli tt.00aoetMetatin AndeiAnalSt r"' Salts tNpresanbliw COUPLING FMI Pro cieprJetoe entre t+tnnrranet for additional Ii ngs and approvals. soothe twirl data section \-i Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittfr gs are UI ULC listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM AS36 Class 65.45.12. Dimensions conform to ASME 816.14 Threads are NPT per ANSI/ASME B1.20.1. NOTICE 'Dinh Iron fungi have }igFw ranrile arvngsh than rho' of i 1 pope_ Th•refor4p,over toglxaring r8►cause damage to ripe dreads adnich maycaut katogeWolfe iron fitllnt*odd hetigHyredthreahim byvni hand rtgh, but rte more than lour nano APPROVED For tiehogiApprorral Omit and Donations vblt our Web SRIF wwworrri1n!rUUctan or maxi an aarll /Arrr11Star Si be Ropus dative. AtiwAti • COUPLING Nnni.el She Aiw Mem Norther Nolotted Winkler Dlrneesioes M_, Ws. Fait p fa Gaml Ata les, a+' 1 7S 84fb4d DQ033 1AT 42 f7 0.40 D 18 134 37 840=199 DQ044 1333 49.02 9.51 0 76 1% 0 840;#3118 91:1055 2.15 S4 el 9,15 nkst 2 59 84(90~8126 DQ966 2.53 64 .76 1.15 0 57 for additional Ii ngs and approvals. soothe twirl data section \-i Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittfr gs are UI ULC listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM AS36 Class 65.45.12. Dimensions conform to ASME 816.14 Threads are NPT per ANSI/ASME B1.20.1. NOTICE 'Dinh Iron fungi have }igFw ranrile arvngsh than rho' of i 1 pope_ Th•refor4p,over toglxaring r8►cause damage to ripe dreads adnich maycaut katogeWolfe iron fitllnt*odd hetigHyredthreahim byvni hand rtgh, but rte more than lour nano APPROVED For tiehogiApprorral Omit and Donations vblt our Web SRIF wwworrri1n!rUUctan or maxi an aarll /Arrr11Star Si be Ropus dative. AtiwAti • FIG. 459 Class 300 Union ANvitStar- Fire Products Division of Anvil° International ( )), uJvIL Malleable Iron Unions ® 8 APPROVED For Listing / Approval details contact your AnvilStarTM' Representative. Submittal Sheet Copper or Copper Alloy to Iror' FIGURE 459 CLASS 300 UNION 3001b. wsp, 6001b wog, non -shock Size End to End We'ght black galv. NPS/DN in./mm Ibs./kg Ibs./kg 4 47/8 18 18 100 124 7.9 8.1 i/e 15A6 0.14 0.14 6 33 0.06 0.06 1/4 113/16 0.47 0.48 8 47 0.21 0.22 3/8 111/46 0.43 0.44 10 47 0.2 0.2 1/2 21/16 0.53 0.55 15 52 0.24 0.25 3/4 21/4 0.8 0.82 20 57 0.36 0.37 1 29A6 1.3 1.3 25 65 0.58 0.59 11/4 23/4 1.6 1.7 32 70 0.74 0.78 11/2 3 2.1 2.2 40 76 1 1 2 33/8 3.5 3.5 50 86 1.6 1.6 21/2 31/8 5 5.5 65 98 2.3 2.5 3 41/4 7.7 7.7 80 108 3.5 3.5 T UL Listed 'POA MATERIAL SPECIFICATIONS Anvil Class 300 XS/XH fittings conform to American National Standard ASME B16.3 and are in compliance with the requirements of the AAR (1994 AAR Manual of Standards and Practices). Anvil extra heavy banded pattern fittings in this catalog, sizes 1/4 to 4 NPS (8 to 100 DN), are included in the "List of Inspected Fire Protection Equipment and Materials" issued by Underwriters' Laboratories. ALL ELBOWS & TEES 3/8" (10 DN) and LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. (6.9 bar) NOTE: See the Technical Data section for pressure -temperature ratings. See AnvilStar Web site for the most current Listings and approvals. Project: PROJECT INFORMATION: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Anvil Cast & Malleable Iron Fittings REV. 03.03.06-0051 APPROVAL STAMP: For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, go to www.anvilstar.com or contact your local AnvilStar representative B CCAPBI 0,Af Nete:.elShe Anil Item Nrtnitr CAP Uelrerel /haul Me N. Weal Diroerfion Apprer. Wt. 4ech Preeeert* A h lord _ PSI &o) kt Gad (k 111+1 1 640005615 00003 500 0.32 25 3150 015 134 140005623 06004 500 1.38 0.43 37 340 3251 02'3 1K 640005631 0G005 500 1.33 040 40 3150 3318 011 2 840005644 DQ'g0d 500 1,05 0.01 50 3150 3683 011 • ll, LLC & FM Preuure Raen3r Fat oddaanal listings and approvals, tee the technical 4nra radon Ductile MATERIAL SPECIFICATION Ductile iron threaded fittings are UL & ULC Factory Mutual Approved for SOO psi ser Ductile iron per ASTM A536 Class 6545-1 Dimensions conform to ASME 816.14 Threads ars NPT per ANSI/ASME 81.20.1 NOTICE- Co-cnleiron fah tar have higher tenni* ssrengththani 64. Thrdora,ovnr tisheenirg con caste damage to pre Ihre may vaunt leakage Duchfe Iron Inner t1►auid baughaened Thr be?ondhand tigle.butnomarethanfourtwos, APPROVED For use nvAp0 rows 0 and Limitations AM our 4 wrin toorti lramorcot ttav0'/A viStv— Saila Beer CIA AIL BUSHINGS rant wt4utit COARst remit tu.a,Krtvg Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings we UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM AS36 Class 6545.12. Dimensions conform to AWE B16.14 Threads ore NPT per ANSI/ASME 81.20.1. NOTICE Daab non Esrngs brie hiOsr rvmile strong& 11Km that 94 steel ppa. Thwtiot4, ov'tr ti sheering ark cause damage so ppe ilmeads which may mute leckog a Dumle iron forint should be nOwed Alma iumt beyond hand sigh. but ry rrkar • IfictlkW Nmt. 1lnniedStat Aral Item Drnbsr ilohtrsd limbar BUSHINGS D irmasises Stglt 1�ppr. tt:iosvdt A 1; c fa (mai • fa 1aral. ..„1a:(mrd- • it (atd lk 64 . 1 x Yr 840600001 lEU1t31 015 0.25 1.42 Otede 0.22 25s IS 19 OS 635 le 06 010 1 r )4 840600019 1111119132 015 025 1.42 Otadt 0.1 i 25r2l1 19 RS ei35 36.115 Q(?8 131 x 1 840610021 (2119143 020 0.28 126 Oucids 0.28 32r 2S 3Q 32 2 I) 441149 0/3 11411 8406001335 12115253 023 R31 'ZOO Milt 0.45 43125 2109 tV4 50ttl QM 114x 1% 840600043 0809154 0.83 0-31 2.00 Mit 0,30 Mt 32 - 21.03 -- T,614 MOO 014 64136/30050 OQ19163 0 r: 0.41 1.95 041 ?135 10114 4933 6I G.at1_-- 2r114 840600068 DC119164 0.: R34 2,48 0441 0.23 50z 32 2235 A636 62.57 033 2x111 840600/316 D 19165 0 f: 0.34 040164 061 9)r s3 22 35 6i3d 0.29 APPROVED for tistroppprovnt dtbib and Un 1i:ionsvisit ow lihb Sib setrw..srrliintiortsorcotrtaat AM Aovi'/ArallSbr Amts Rapsasontativa. Inside Head Outside Head d• 4Nk MATERIAL SPECIFICATIa PLUG (110)44,. SPF/ANNE A - Wanting Pressure Romngs are For reference poly arid based an Sok- AO pipe. For Fit latest MAK, and FM pressure ratings versus pipe schedule, please visit artvilinil.eam or eoNoet your toed Anvr1 Represenkeiive. Cast Iron - Class 125 F Cast iron threaded fittings ore UL & UU and FM Approved. Cast iron per ASTM A126. Dimensions conform to ANSI 816,4 CI Threads are NPT per ANSI/ASME B i . PLUG Nominal Size Max. Working Pressure. DimensionApprox. Wt. Eoch A k (ten) P31 ON 6r. finial 11,E tkg) Vi 300 0.94 0.10 15 7065 7187 0.05 V, 300 1.07 0.17 70 2065 21.17 Q08 1 300 1.25 0.28 75 2045 31)5 0.13 1W 300 1.36 0.44 32 7045 34.54 (120--- Ph 300 1.45 0.62 40 2065 36.83 0.2E 2 300 1.56 0.91 50 2045 39.42 0.41 A - Wanting Pressure Romngs are For reference poly arid based an Sok- AO pipe. For Fit latest MAK, and FM pressure ratings versus pipe schedule, please visit artvilinil.eam or eoNoet your toed Anvr1 Represenkeiive. Cast Iron - Class 125 F Cast iron threaded fittings ore UL & UU and FM Approved. Cast iron per ASTM A126. Dimensions conform to ANSI 816,4 CI Threads are NPT per ANSI/ASME B i . Upper Attachments Fig. 58 - Threaded Side Beam Bracket Size Range: 3/8"-16 rod, pipe sizes 1/2" (15mm) thru 4" (loomml Material: Pre -Galvanized Steel Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" (15mm) thru 2" (50mm) pipe requires 3/8" fastener, 21/2" (65mm) thru 4" (100mm) pipe requires 1/2" fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (1oomm) pipe. Finish: Pre -Galvanized Order By: Figure number and finish *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2 - 1/4" x 2" Lag Bolts (No Pre -Drilling Up to 4" (100mm) pipe Per NFPA 1 - 3/8" or t/2" Lag Bolts Up to 4" (100mm) pipe 2-#16x2" Drive Screws 1/z" (15mm) - 4" (100mm) pipe ( TOLCO` Pipe Size Qty 2" 2 2" 1 21/2"-4" 1 31/2" 2 4" 2 4" 2 4" 2 ** No pre -drilling UL Listed Fastener Table Fastener Type #16 x 2" Drive screws 3/8" Lag bolt 1/2" Lag bolt 1/4" x 11/2" Lag bolts 1/4" x 2" Lag bolts ** x 1" Tek screws 1/4" x 1" Tek screws Material Wood Wood Wood Wood Wood Metal (15 gauge) Metal (16 gauge) Larger pipe sizes can be hung with reduced spacing. 2-#14x1" Tek Type Screws Into Min. 16 Gauge Steel Up to 4" (100mm) pipe Bolt & Hex Nut Up to 4" (100mm) pipe Part No. Pipe Size in. (mm) Rod Size A in. (mm) B in. (mm) C Approx. Wt./100 in. (mm) Lbs. (kg) 58 1/2" - 4" (15 - 100) 3/8"-16 23/a" (69.81 11/2" (38.1) 11/a" (28.6) 14 (6.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 85 B -Line by E,:%N Upper Attachments BRACKETS ANVIL Fig. 206 Steel Side Beam Bracket Size Range: 3/8" through 5/8" Material: Carbon steel Finish: 0 Plain or 0 Galvanized Service: Clip can be fastened to side of joist or wall to support hanger rod. Approvals: Complies with Federal Specification A -A -1192A (Type 34), WW -H -171-E (Type 35) and ANSI/MSS SP -69 and MSS SP -58 (Type 34). UL Listed and FM Approved (steel beam only). Ordering: Specify rod size, figure number, name and finish. -01 f T — - B L FIG. 206: LOAD (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Rod Size A Max Load (lbs). L B Hole Size H T With Lag Screw With Bolt to Steel 3/8 650 1,150 0.44 21/,6 % '/16 ' 1/2 0.43 9/6 3/8 850 2,000 0.84 21/2 3A4 "/6 3/e PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH -2008 C Fig. 69 c Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:1/2" through 8" Material: Carbon steel Finish:0 Galvanized Service: Recommended for suspension of non -insulated stationary pipe line. Maximum Temperature: 650° F Approvals: Complies with Federal Specification A -A -1192A (Type 10) WW -H -171-E (Type 10), ANSI/MSS SP -69 and MSS SP -58 (Type 10). UL Listed and FM Approved (Sizes 3/4' - 8"). Features: • 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 1/2" 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. Ordering: Specify size, figure number and name. Note: The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Metric nut available upon request. Non -captured nut also available upon request. 1/2' through 1" pipe A 11/4" through 8" pipe FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B C F 1/2 300 0.10 3/6 2'/6 2 19/6 3/4 0.10 2% 1' 15/16 1 0.10 29/6 111/6 1 1 / 0.10 2% 1% 7 11/2 0.10 23/4 1% 2 0.11 31/4 2% 11/8 21/2 525 0.20 4 2% 15/6 3 0.20 313/ 6 215/ 6 13/16 4 650 0.30 411A6 313/16 1916 5 1,000 0.54 1/2 55/16 43/6 6 0.65 611A6 59/6 21/4 8 1.00 8 7 2"/16 Note: Reflects changes in rod diameter from previously published data per recent revisions in MSS -SP -58 & 69 PROJECT INFORMATION Project: ❑ Approved APPROVAL STAMP Address: ❑ Approved as noted ontractor: ❑ Not approved ngineer: Submittal Date: Notes 1: Notes 2: Catalog PFI -2008 Remarks: BEAM CLAMPS ()AN,1J. Fig. 92 Universal C-type Clamp (Standard Throat) Size Range: 3/8 and 1/2" Material: Ductile iron, hardened steel cup point set screw and locknut. Finish: ❑ Plain or ❑ Galvanized Service: Recommended for use under roof installations with bar joist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed 3/4" Approvals: Complies with Federal Specification A -A -1192A (Type 19 & 23) WW -H -171-E (Type 23) and MSS -SP -69 (Type 19 & 23). UL, FM and ULC Approved. How to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS -SP -69 (See table on page PH -212) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup -pointed Set Screw tightened against the flange. A Jam Nut is provided for tightening the Set Screw against the Body Casting. • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering: Specify figure and finish. 1 H-► E Cr . _ AT LEAST ONE i~ rod size, number, name of clamp G EAD OF ROD MUS FU ROD MUST i BE EXPOSED 3/a' D --*-- --...— BODY j CASTING _ 1---0 1111 JAM - NUT %i ~.7 =� C=' -A I - is MIN 1� -I V V: SET SCREW 1 Fig. 92: Load (lbs) •Weight (lbs) • Dimensions (in) Rod Size Set Screw Max Loads IN Weight C D E F G H A Size Top Bottom 3/8 3/8 500 250 0.34 1 5/16 1 9/16 9/16 13/16 3/8 1/2 1/2 1/2 950 760 0.63 13/8 113/16 1/2 11/16 2/16 23/32 • Maximum temperature of 450° F Pipe Hanger Submittal Sheet Project: Architech / Engineer: Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: HANGER RODS (AN!J. c C Fig. 146 Continuous Threaded Rod Size Range: 1/4" through 1W Stocked in six, ten, and twelve foot lengths. Other even foot lengths can be furnished to order. Material: Carbon steel; rod threaded complete length. Finish: ❑ Plain or ❑ Galvanized. Maximum Temperature: 650° F. Ordering: Specify rod diameter and length, figure number, name and finish. Length w �,v�l�pn11��1u�1�°11V'u qnU \M;',iIp'vIp�'�A' \\A p1!ngp'.gpP°�111V 'vl!, `,', u�u nY;', n1 �`�lilut�lluli�illnudl�Nli1�1N1uhi�nnli�f,n�nlr�mr,ll�nnndwii�ill�ni,nf�in ,r,duo�lt,�h„11u 1, C'Irplojl ��'iI'Illi`l.IIrl�lflfl(Frilfll�� fld { Yii�'i.., Fig. 146: Loads (lbs) • Weights (lbs) Dimensions (in) Rod Size A Max Load Weight per Ft. 650° F 1/4 240 0.12 3/8 730 0.30 1/2 1,350 0.53 5/8 2,160 0.84 3/4 3,230 1.20 7/8 4,480 1.70 1 5,900 2.30 11/4 9,500 3.60 11/2 13,800 5.10 Note: Other rod sizes available upon request. Class 2 fit is available upon request. Pipe Hanger Submittal Sheet Project: Architech / Engineer: Date: Phone: Contractor: Address: Notes 1: Notes 2: Approval Stamp: Beam Clamps Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: 3/8"-16 & 1/2"-13 rod 4" 1101,6mm) thru 16" 1406.4mm) lengths Note: longer lengths are available consult factory Material: Pre -Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section "A -A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre -Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" 125.4mm) For Use With: Any B -Line or TOLCO beam clamp. * Patent #5,947,424 Part No. Slot Width Length in. (mm) 69R -3/e -L 7/16" (30.1) Specify 69R -1/2-L 9/16" (30.1) Specify Component of State of California OSHPD Approved Seismic Restraints System ®TOL.CO- COOS LISTED A - A All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 17 B -Line by E;?•N C Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B -Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B -Line Fig. B3170NFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B -Line Fig. B3170NFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non -Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" 1200mm) pipe Material: Steel, Pre -Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: • (1/2" (15mm) thru 2" (60mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non -captured nut order Fig. 200S. • (21/2" 165mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (2o0mm)). Conforms to Federal Specifications VVVV-H-171 E & A -A -1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP -69 & SP -58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre -Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C Fig. 200-1 to 200-2 Fig. 200F ®TOLCO- Pipe Size Rod Size A B Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2" (15) 3/8"-16 31/8" (79.4) 25/8" (66.7) 11 (5.0) 200-3/4 3/4" (20) 3/8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) 3/8"-16 33/8" (85.7) 25/8" (66.7) 12 (5.5) 200-11/4 11/4" (32) 3/8"-16 33/4" (94.0) 27/8" (73.0) 13 (5.9) 200-11/2 11/2" (40) 3/8"-16 37/8" (98.4) 27/8" (73.0) 14 (6.4) 200-2 2" (50) 3/8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) 3/8"-16 57/8" (149.1) 4" (101.6) 29 (13.3) 200-31/2 31/2" (90) 3/8"-16 73/8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (100) 3/8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"-13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" (150) 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"-13 131/8" (333.4) 83/4" (222.2) 136 (62.3) Fig. 200-1/2.200-3/4 Fig. 200-21/2 to 200-8 Fig. 200 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fig. 200S Fire Protection Solutions 21 B -Line by FIVN Seismic System Attachments c e Fig. 4LA - "In -Line" Sway Brace Attachment Size Range: 1" (25mm) through 12" (300mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 1" (25mm) through 12" (300mm) pipe. Installation Instructions: Fig. 4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be combined with the "bracing member" and our transitional attachment and structural attachment to form a complete bracing assembly. NFPA 13, FM DS 2-8, and/or OSHPD guidelines should be followed. To Install: Place the Fig. 4LA pipe clamp component over the pipe to be braced and tighten down the break -off nuts until the hex head portion breaks off to verify correct installation torque. Next engage brace member (pipe or strut) with jaw component and tighten break -off head bolt until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using our brand transitional attachment and structural attachment. Finish: Plain or Electro -Galvanized. Contact B -Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. ®TOLCO- Component of State of California OSHPD Approved Seismic Restraints System 4LA-5thru 4LA-12 4LA-1 thru 4LA-4 Pipe Approx. Part Size A C D Bolt Size Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 4LA-1 1" (25) 319/32" (91.2) 15/16" (33.5) 15/16" (33.5) 3/8"-16 119 (54.0) 4LA-11/4 11/4" (32) 329/32" (99.3) 13/8" (35.3) 13/8" (35.3) 3/8"-16 123 (55.8) 4LA-11/2 11/2" (40) 45/32" (105.7) 11/2" (38.5) 11/2" (38.5) 3/8"-16 127 (57.6) 4LA-2 2" (50) 511/32" (135.6) 21/32" (51.9) 21/16" (51.9) 3/8"-16 142 (64.4) 4LA-2112 21/2" (65) 527/32' (148.7) 25/16" (58.5) 25/16" (58.5) 3/8"-16 173 (78.5) 4LA-3 3" (80) 61/2" (164.9) 25/8" (66.6) 25/8" (66.6) 3/8"-16 187 (84.8) 4LA-31/2 31/2" (90) 713/32' (188.1) 27/8" (73.1) 22/8" (73.1) 3/8"-16 198 (89.8) 4LA-4 4" (100) 717/32" (191.3) 31/8" (79.5) 31/8" (79.5) 3/8"-16 209 (94.8) 4LA-5 5" (125) 81/4" (222.3) 35/a" (92.1) 35/8" (92.1) 1/2"-13 298 (135.2) 4LA-6 6" (150) 105/8" (269.9) 49/16" (115.9) 49/16' (115.9) 1/2"-13 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 59/16" (143.7) 521/32" (143.7) 1/2"-13 629 (285.3) 41.A-10 10" (250) 161/2" (419.1) 71/4" (184.2) 71/4" (184.2) 1/2"-13 1320 (598.7) 4LA-12 12" (300) 181/2' (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"-13 1496 (678.6) Eaton's B -Line Business seismic bracing components are designed to be compatible only with other B -Line bracing components, resulting in a listed seismic bracing assembly. B -Line's warranty for seismic bracing components will be the warranty provided in B -Line's standard terms and conditions of sale made available by B -Line, except that, in addition to the other exclusions from B -Line's warranty, Eaton's B-line Business makes no warranty relating to B -Line's seismic bracing components that are combined with products not provided by Eaton's B -Line Business. B -Line by E,T•N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 57 Seismic Bracing Products Seismic System Attachments Fig. 4LA - "In -Line" Sway Brace Attachment cont. Longitudinal Brace Lateral Brace Component of State of California OSHPD Approved Seismic Restraints System Longitudinal Loads Part Pipe Size No. in. (mm) 4LA-1 1" (25) 41A-11/4 11/4" (32) 4LA-11/2 11/2" (40) 4LA-2 2" (50) 4LA-21/2 21/2' (65) 4LA-3 3" (80) 4LA-31/2 31/2' (90) 4LA-4 4" (100) 4LA-5 5" (125) 4LA-6 6" (150) 4LA-8 8" (200) 4LA-10 10" (250) 4LA-12 12" (300) Max. Horizontal Design Load (FM) 30°-44° 450-590 600-740 750-900 lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) Max. Horizontal Design Load lbs. (kN) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1600 (7.11) 1600 (7.11) 2015 (8.96) 2765 (12.30) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 860 (3.82) 1030 (4.58) 1150 (5.11) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1620 (7.20) 2,260 (10.05) 2010 (8.94) 2220 (9.87) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) Lateral Loads Part Pipe Size No. in. (mm) Max. Horizontal Design Load (FM) 300-440 450-590 600-740 750-900 lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) Max. Horizontal Design Load lbs. (kN) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1000 (4.45) 1600 (7.11) 1600 (7.11) 2015 (8.96) 2765 (12.30) 4LA-1 1" (25) 4LA-11/4 11/4" (32) 4LA-11/2 11/2" (40) 4LA-2 2" (50) 4LA-21/2 21/2' (65) 4LA-3 3" (80) 4LA-31/2 31/2' (90) 4LA-4 4" (100) 4LA-5 5" (125) 4LA-6 6" (150) 4LA-8 8" (200) 4LA-10 10" (250) 4LA-12 12" (300) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) Eaton's B -Line Business seismic bracing components are designed to be compatible only with other B -Line bracing components, resulting in a listed seismic bracing assembly. B -Line's warranty for seismic bracing components will be the warranty provided in B -Line's standard terms and conditions of sale made available by B -Line, except that, in addition to the other exclusions from B -Line's warranty, Eaton's B-line Business makes no warranty relating to B -Line's seismic bracing components that are combined with products not provided by Eaton's B -Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Seismic Bracing Products 58 B -Line by E,T•N Seismic Bracing c C. Fig. 825 - Bar Joist Sway Brace Attachment To Steel Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs 18.96kN). Material: Steel Function: To attach sway bracing and hanger assemblies to steel members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non -friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (min. 31 ft. -lbs.). Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 57. Installation Instructions: Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro -Galvanized and HDG Approx. Wt./100: 247.5 Lbs. (112.2kg) Order By: Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 Shown with Fig. 910 Fig. Fig. 1000 825 May pivot in any direction Side View Shown with Fig. 910 Fig. 825 Fig. 1000 I TOLCC T LUTED (9.5) Set Bolts & Hardware Included Maximum Design Load 2015 lbs. (2.96kN) UL Listed as Hanger Attachment for 6" (150mm) Pipe at Maximum Spacing (25.4mm) .MB X1/2" Bolt & Nut Furnished Bar joist shown attached to various roof material Top View Max. 6" (152.4mm) �• / Shown with Fig. 910 May pivot in any direction Front View Eaton's B -Line Business seismic bracing components are designed to be compatible only with other B -Line bracing components, resulting in a listed seismic bracing assembly. B -Line's warranty for seismic bracing components will be the warranty provided in B -Line's standard terms and conditions of sale made available by B -Line, except that, in addition to the other exclusions from B -Line's warranty, Eaton's B-line Business makes no warranty relating to B -Line's seismic bracing components that are combined with products not provided by Eaton's B -Line Business. B -Line by F;T•N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 56 Fire Protection Solutions Illliui1t1 Seismic Bracing Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8" to 3/4" Size Range: One size fits bracing pipe 1" (25mm) thru 2" (50mm), B -Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick. Material: Steel Function: Multi -functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 67. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro -Galvanized or Stainless Steel. Contact B -Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Lateral Brace &roLccr MED Fig. 4L Set Bolt Included Mounting Hardware Is Not Included Part Mtg. Hdw. Mounting Hole Max. Design Approx. Number Size A B D Load (cULus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 980-3/8 3/8" (9.5) 51/4" (133.3) 17/8" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6) 980-1/2* 1/2" (12.7) 51/4" (133.3) 17/8" (47.6) 17/32" (13.5) 2015 (8.96) 148 (67.1) 980-5/8 5/8'" (15.9) 51/4" (133.3) 17/8" (47.6) 11/16" (17.5) 2015 (8.96) 147 (66.7) 980-3/4 3/4" (19.0) 51/4" (133.3) 17/8" (47.6) 13/16" (20.5) 2015 (8.96) 146 (66.2) * Standard size. Longitudinal Brace Eaton's B -Line Business seismic bracing components are designed to be compatible only with other B -Line bracing components, resulting in a listed seismic bracing assembly. B -Line's warranty for seismic bracing components will be the warranty provided in B -Line's standard terms and conditions of sale made available by B -Line, except that, in addition to the other exclusions from B -Line's warranty, Eaton's B-line Business makes no warranty relating to B -Line's seismic bracing components that are combined with products not provided by Eaton's B -Line Business. B -Line by E:?4N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 66 Fire Protection Solutions Seismic Bracing e Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1" (25mm) thru 8" (200mm) IPS. Pipe size used for bracing: 1" 125mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre -engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" 125mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 71. Finish: Plain or Electro -Galvanized. Contact B -Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)), and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. ®TOLCO- Set Bolts Included LISTED Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - Lbs. For Brace Pipe Size 1" / 11/4" Sch. 7 Sch. 10 Sch. 40 1" / 11/4" 1" /11/4" 1" / 11/4" 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) -- / -- 1000 / 1000 1000 / 1000 11/4" (32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51.7) 1000 / 1000 1000 / 1000 1000 / 1000 11/2" (40) 1001-11/2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1000 / 1000 1500 / 1500 1500 / 1500 2" (50) 1001-2 X 1 108.0 (49.0) 1001-2 X11/4 121.0 (54.8) 1000 / 1000 2015 / 2015 2015 / 2015 21/2" (65) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X11/4 160.4 (72.7) 1600 / 1600 2015 / 2765 2015 / 2765 3" (80) 11001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600 / 1600 2015 / 2765 2015 / 2765 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X11/4 182.4 (82.7) 1600 / 1600 2015 / 2765 2015 / 2765 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X11/4 211.4 (95.9) 1600 / 1600 2015 / 2765 2015 / 2765 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600 / 1600 2015 / 2765 2015 / 2765 B -Line by E�'�•N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Revised 5/9/2014 70 Fire Protection Solutions ',,il=M Seismic Bracing Fig. 2002 - Sway Brace Attachment Size Range: Pipe size to be braced: 21/2" (65mm) thru 8" (200mm) all steel schedules. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11/2" (40mm) and 2" (50mm) steel schedule 10 through schedule 40. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO Fig. 980 sway brace attachment and joined together with bracing pipe. Install per NFPA 13. Features: Easy verification of proper installation by tightening bolts until ears touch. Installation: Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Finish: Plain or Electro -Galvanized. Contact B -Line for alternative finishes and materials. Order By: Figure number, pipe size to be braced, pipe size used for bracing (11/2" (40mm) or 2" (5omm)) and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. @TOLCD' Hardware Included LISTED Shown with Fig. 980 Pipe Part Number & Approx. Wt./100 Design Size 11/z" (32mm) Brace Pipe2" (50mm) Brace Pipe Load in. (mm) Lbs. (kg) ( Lbs. (kg) Lbs. (kN) 21/2" (65) 2002-21/2 X 11/2 224.9 (102.0) 2002-21/2 X 2 283.3 (128.6) 2015 (8.96) 3" (80) 2002-3 X 11/2 241.0 (109.3) I 2002-3 X 2 299.4 (135.8) 2015 (8.96) 4" (100) 2002-4 X 11/2 268.4 (121.7) 2002-4 X 2 326.8 (148.2) 2015 (8.96) 6" (150) 2002-6 X 11/2 326.6 (148.1) I 2002-6 X 2 385.0 (174.6) 2015 (8.96) 8" (200) 2002-8 X 11/2 381.3 (172.9) 2002-8 X 2 439.7 (199.4) 2015 (8.96) ** See load ratings in UL Listed Design Load chart. B -Line by f T•N All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 72 Fire Protection Solutions Bulletin 019 Rev. H ® Model JL -17 (SIN RA1914) ReliableK16.8 (240 metric) Early Suppression Fast Response Sprinkler Features: 1. cULus, VdS, and LPCB listed as a nominal K16.8 (240 metric) ESFR sprinkler. 2. FM Approved as a quick -response, storage and non -storage, sprinkler. 3. Fusible link operating element. 4. Compact design allows piping to be in- stalled farther from the ceiling and obstruc- tions compared with larger sprinklers. Listings and Approvals 1. Listed by Underwriters Laboratories Inc. and UL certified for Canada (cULus) - Category Code VNWH. 2. FM Approved as a quick -response, storage and non - storage, sprinkler. 3. VdS Schadenverhutung GmbH (VdS). 4. Loss Prevention Certification Board (LPCB). 5. CNBOP Technical Approval. Product Description The Reliable Model JL -17 Early Suppression Fast Response (ESFR) Sprinkler with a nominal k -factor of 16.8 (240 metric). This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to "suppress" rather than "control" fires. FM Global classifies the Model JL -17 as a quick -response sprinkler, storage and non -storage, when the sprinkler is used in accordance with FM Global Property Loss Pre- vention Data Sheets. The Model JL -17 ESFR sprinkler utilizes a levered fus- ible alloy solder Zink in either a 165°F (74°C) or a 212°F (100°C) rating. Model JL -17 sprinklers are cULus Listed for compliance with UL/ULC 1767, including the high clearance test for rack storage. The Model JL -17 ESFR sprinkler was designed to be shorter and more compact than other ESFR sprinklers. The shorter sprinkler allows piping to be installed farther from the ceiling and obstructions. The JL -17 ESFR sprin- kler is also less susceptible to damage due to smaller deflector and frame design. The lighter JL -17 ESFR passed rough use and abuse listing tests without plastic protectors. Model JL -17 ESFR Sprinkler Application and Installation The Model JL -17 ESFR sprinkler is intended for instal- lation in accordance with NFPA 13 and FM Loss Pre- vention Data Sheets 2-0 and 8-9, as well as the require- ments of any Authorities Having Jurisdiction. See Table 1 for information on NFPA and FM Global design criteria for the Model JL -17 sprinkler. Use only the Model J1 sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. A grooved wrench boss is provided on the sprinkler to limit the potential for the wrench to slip during installation. Model J1 Sprinkler Wrench When handling sprin- klers, hold sprinklers only on frame arms and do not apply any force on the link assembly. Sprin- klers should be tight- ened between 14 - 40 ft - lbs (19 - 54 N -m) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced immediately. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 H "aa 61-0 ullelln8 Temperature Ratings and Approvals Temperature Classification Temperature Rating Link Color Frame Color Maximum Ambient Temperature Approvals Sprinkler Identification Number (SIN) of oC of oC Ordinary 165 74 Black Uncolored 100 38 cULus, FM, VdS, LPCB, CNBOP RA1914 Intermediate 212 100 White White 150 66 cULus, FM, VdS, LPCB, CNBOP Installation Data Sprinkler Type Thread Size Nominal K - Factor Maximum Working Pressure Finish US Metric Pendent 3/4" (R3/4) 16.8 240 175 psi (12.1 bar) Bronze Installation Criteria The following general guidelines are provided for information only. NFPA and, where applicable, FM Global standards shall be consulted for complete de- sign and installation criteria. Orientation: Pendent, deflector should be parallel with the ceiling or roof. System Type: Wet Pipe Systems Only. Maximum area of coverage: 100 ft2 (9.3m2), greater coverage areas are allowable in some cases. Minimum area of coverage: 64 ft2 (5.8m2). Maximum slope ceiling: 2/12 pitch (9.5°). Maximum spacing: 12 ft (3.7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1m). Minimum spacing: 8 feet (2.4m). Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (900mm). Deflector to ceiling Distance: 6 - 14 in (150 - 350mm) per NFPA 13. Center Line of Thermal Sensing Element To Ceiling Distance: 2 - 13 in (50 - 330mm) for smooth ceilings or 4 - 13 in (100 - 330mm) for non - smooth ceilings per FM Data Sheet 2-0. Maintenance The Model JL -17 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammonia or any other cleaning fluid. Replace any sprin- kler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. 2. Model JL -17 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent sprinklers specifically tested and [cULus Listed] [FM Approved] [VdS Approved] [LPCB Approved] for commodity storage applications. Sprinkler frame and deflector to be of bronze construction. Fusible link assem- bly shall utilize the strut and lever principle of operation with approved fast response black -painted or white -painted beryllium -nickel thermal element. Water seal shall consist of a PTFE coated Bellville spring washer and brass cap as- sembly containing no plastic parts. ESFR sprinklers shall have a nominal K -factor of 16.8 (240 metric) with [3/4" NPT] [ISO 7-R3/4] threaded end connections. Sprinkler tempera- ture rating shall be [Ordinary 165°F (74°C)] [Intermediate 212°F (100°C)]. ESFR pendent sprinklers shall be Reliable Model JL -17 (Bulletin 019). Ordering Information Specify: 1. Sprinkler: Model JL -17 2. Temperature rating: [Ordinary 165°F (74°C)] [Intermediate 212°F (100°C)] 3. Thread type: [3/4" NPT] [ISO 7-R3/4] GROOVED WRENCH BOSS USE MODEL .11 WRENCH [40 mm] 2.80•• [71 mm] 018F001F FRAME ARMS LINK ASSEMBLY Storage Type NFPA FM Open Frame (that is, no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Class I-IV and Group A or B Plastics Refer to NFPA 13, Chapters 16 and 17. Refer to FM 2-0 and FM 8-9. Solid Pile or Palletized Storage of Class I-IV and Group A or B Plastics Refer to NFPA 13, Chapters 14 and 15. Refer to FM 2-8 and FM 8-9. Idle Pallet Storage Refer to NFPA 13, Chapter 12. Refer to FM 2-0 and FM 8-24, Rubber Tire Storage Refer to NFPA 13, Chapter 18. Refer to FM 2-0 and FM 2-0 and FM 8-3. Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. N/A Aerosol Storage (Refer to the standard) Refer to NFPA 30B. Refer to FM 7-31. Automotive Components In Portable Racks (Control mode only; refer to the standard) Refer to NFPA 13, I Chapters 20. N/A TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-17 PENDENT SPRINKLERS 3. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by ReIiabke° Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/17 P/N 9999970379 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sebco 11060 Tukwila International Blvd. Permit No.: 18-S-166 Date: August 30, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • The drain(s) shall be plumbed to sanitary sewer. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating valve (PIV) is required. • The PIV height shall be 36 inches. • FDC shall have the building number served by the FDC stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • The underground fire line installation requires a separate Public Works Permit. • All new underground piping shall be hydrostatically tested and inspected. Contact the Public Works Inspector, at 206-433-0179 to make an appointment. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible, labeled, and located not more than 6 ft. above the floor. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. pATRI0T elk PROTECTION, INC. c Fire Sprinklers Save Lives! Fire Protection Submittal Hydraulic Calculations For SEBCO 11060 Tukwila International Blvd Tukwila, WA 95168 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 926.2290 FAX: (253) 922.6150 For Poe Construction 1519 West Valley Hwy N Auburn, WA 98001 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 IATRIOT FI NJob #1 1-2 108 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF P co 01 06 I44,4 0)o_ O x 0.0. 00" =WZ mot - 4 -0 O Cr, W06 01 0. SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 Intentionally Blank 0 e e HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -3 SEBCO-SYS1 JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 1 SYSTEM 1 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1505.5 GPM N/A 250 GPM N/A N/A 1755.5 GPM @ &NPRS:SRC& WET N/A PSI PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.1 1755.5 107.7 Available pressure is 33.4 psi (24%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1755.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1505.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 34.0 K=16.80 52.0 121.1 2A 34.0 K=16.80 52.1 121.3 3A 34.0 K=16.80 52.5 121.7 4A 34.0 K=16.80 53.3 122.7 5A 34.0 K=16.80 57.5 127.4 6A 34.0 K=16.80 57.2 127.1 7A 34.0 K=16.80 57.2 127.1 8A 34.0 K=16.80 57.6 127.5 9A 34.0 K=16.80 57.6 127.5 10A 34.0 K=16.80 57.3 127.2 11A 34.0 K=16.80 57.3 127.2 12A 34.0 K=16.80 57.7 127.6 20T 34.0 80.1 20B 31.0 82.3 21T 34.0 79.7 21B 31.0 81.8 22T 34.0 79.4 22B 31.0 81.3 23T 34.0 79.1 23B 31.0 81.0 24T 34.0 78.9 24B 31.0 80.7 25T 34.0 78.6 25B 31.0 80.4 26T 34.0 76.6 26B 31.0 80.2 27T 34.0 76.5 27B 31.0 80.1 28T 34.0 75.4 28B 31.0 80.0 28C 34.0 75.5 30 31.0 76.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 31.0 76.2 32 31.0 76.2 33 31.0 76.0 34 31.0 75.8 35 31.0 75.4 36 31.0 74.9 37 31.0 74.7 40 31.0 80.0 41 31.0 80.0 42 31.0 79.9 43 31.0 79.9 44 31.0 79.9 45 31.0 79.8 46 31.0 79.7 47 31.0 79.7 48 31.0 79.7 TR1 29.3 85.7 BR1 1.5 102.5 DC1 1.5 105.5 DC2 1.5 102.5 FLG 0.5 - - - - 106.2 CITY 0.0 SOURCE 107.7 1505.5 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/20181-TC\11-2108 SEBCO`DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1505.5 8.390 PL 25.00 PF 1.3 CITY 0.0 SRCE 107.7 (N/A) 8.7 140 FTG TLG PE -0.2 FLG 0.5 0.0 106.2 0.0 0.012 TL 113.00 PV Pipe: 2 1505.5 8.249 PL 0.50 PF 0.3 FLG 0.5 0.0 106.2 0.0 9.0 150 FTG L PE -0.4 DC1 1.5 0.0 105.5 0.0 0.011 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 105.5 0.0 3.0 psi, 1505.5 gpm DC2 1.5 0.0 102.5 0.0 Pipe: 4 1505.5 8.249 PL 0.58 PF 0.0 DC2 1.5 0.0 102.5 0.0 9.0 120 FTG ---- PE 0.0 BR1 1.5 0.0 102.5 0.0 0.017 TL 0.58 PV Pipe: 5 1505.5 6.357 PL 27.83 PF 4.7 BR1 1.5 0.0 102.5 0.0 15.2 120 FTG TB PE -12.1 TR1 29.3 0.0 85.7 0.0 0.060 TL 78.83 PV Pipe: 6 1505.5 6.357 PL 9.75 PF 2.7 TR1 29.3 0.0 85.7 0.0 15.2 120 FTG 2E PE -0.7 20B 31.0 0.0 82.3 0.0 0.060 TL 45.75 PV Pipe: 7 1376.8 6.357 PL 10.00 PF 0.5 20B 31.0 0.0 82.3 0.0 13.9 120 FTG ---- PE 0.0 21B 31.0 0.0 81.8 0.0 0.051 TL 10.00 PV Pipe: 8 1257.9 6.357 PL 10.00 PF 0.4 21B 31.0 0.0 81.8 0.0 12.7 120 FTG ---- PE 0.0 22B 31.0 0.0 81.3 0.0 0.043 TL 10.00 PV Pipe: 9 1147.6 6.357 PL 10.00 PF 0.4 22B 31.0 0.0 81.3 0.0 11.6 120 FTG ---- PE 0.0 23B 31.0 0.0 81.0 0.0 0.036 TL 10.00 PV Pipe: 10 1044.6 6.357 PL 10.00 PF 0.3 23B 31.0 0.0 81.0 0.0 10.6 120 FTG ---- PE 0.0 24B 31.0 0.0 80.7 0.0 0.030 TL 10.00 PV Pipe: 11 947.3 6.357 PL 10.00 PF 0.3 24B 31.0 0.0 80.7 0.0 9.6 120 FTG ---- PE 0.0 25B 31.0 0.0 80.4 0.0 0.025 TL 10.00 PV Pipe: 12 854.3 6.357 PL 10.00 PF 0.2 25B 31.0 0.0 80.4 0.0 8.6 120 FTG ---- PE 0.0 26B 31.0 0.0 80.2 0.0 0.021 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 637.4 6.357 PL 10.00 PF 0.1 26B 31.0 0.0 80.2 0.0 6.4 120 FTG ---- PE 0.0 27B 31.0 0.0 80.1 0.0 0.012 TL 10.00 PV Pipe: 14 421.5 6.357 PL 10.00 PF 0.1 27B 31.0 0.0 80.1 0.0 4.3 120 FTG ---- PE 0.0 28B 31.0 0.0 80.0 0.0 0.006 TL 10.00 PV Pipe: 15 86.1 4.260 PL 10.00 PF 0.0 30 31.0 0.0 76.3 0.0 1.9 120 FTG ---- PE 0.0 31 31.0 0.0 76.2 0.0 0.002 TL 10.00 PV Pipe: 16 168.7 4.260 PL 10.00 PF 0.1 31 31.0 0.0 76.2 0.0 3.8 120 FTG ---- PE 0.0 32 31.0 0.0 76.2 0.0 0.007 TL 10.00 PV Pipe: 17 249.0 4.260 PL 10.00 PF 0.2 32 31.0 0.0 76.2 0.0 5.6 120 FTG ---- PE 0.0 33 31.0 0.0 76.0 0.0 0.015 TL 10.00 PV Pipe: 18 328.0 4.260 PL 10.00 PF 0.2 33 31.0 0.0 76.0 0.0 7.4 120 FTG ---- PE 0.0 34 31.0 0.0 75.8 0.0 0.025 TL 10.00 PV Pipe: 19 407.0 4.260 PL 10.00 PF 0.4 34 31.0 0.0 75.8 0.0 9.2 120 FTG ---- PE 0.0 35 31.0 0.0 75.4 0.0 0.037 TL 10.00 PV Pipe: 20 487.6 4.260 PL 10.00 PF 0.5 35 31.0 0.0 75.4 0.0 11.0 120 FTG ---- PE 0.0 36 31.0 0.0 74.9 0.0 0.052 TL 10.00 PV Pipe: 21 243.6 4.260 PL 10.00 PF 0.1 36 31.0 0.0 74.9 0.0 5.5 120 FTG ---- PE 0.0 37 31.0 0.0 74.7 0.0 0.014 TL 10.00 PV Pipe: 22 42.6 4.260 PL 11.00 PF 0.0 40 31.0 0.0 80.0 0.0 1.0 120 FTG 2E PE 0.0 41 31.0 0.0 80.0 0.0 0.001 TL 37.00 PV Pipe: 23 78.9 4.260 PL 10.00 PF 0.0 41 31.0 0.0 80.0 0.0 1.8 120 FTG ---- PE 0.0 42 31.0 0.0 79.9 0.0 0.002 TL 10.00 PV Pipe: 24 108.9 4.260 PL 10.00 PF 0.0 42 31.0 0.0 79.9 0.0 2.5 120 FTG ---- PE 0.0 43 31.0 0.0 79.9 0.0 0.003 TL 10.00 PV Pipe: 25 132.9 4.260 PL 10.00 PF 0.0 43 31.0 0.0 79.9 0.0 3.0 120 FTG ---- PE 0.0 44 31.0 0.0 79.9 0.0 0.005 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 151.2 4.260 PL 10.00 PF 0.1 44 31.0 0.0 79.9 0.0 3.4 120 FTG ---- PE 0.0 45 31.0 0.0 79.8 0.0 0.006 TL 10.00 PV Pipe: 27 163.6 4.260 PL 10.00 PF 0.1 45 31.0 0.0 79.8 0.0 3.7 120 FTG ---- PE 0.0 46 31.0 0.0 79.7 0.0 0.007 TL 10.00 PV Pipe: 28 114.9 4.260 PL 10.00 PF 0.0 46 31.0 0.0 79.7 0.0 2.6 120 FTG ---- PE 0.0 47 31.0 0.0 79.7 0.0 0.004 TL 10.00 PV Pipe: 29 65.3 4.260 PL 10.00 PF 0.0 47 31.0 0.0 79.7 0.0 1.5 120 FTG ---- PE 0.0 48 31.0 0.0 79.7 0.0 0.001 TL 10.00 PV Pipe: 30 128.6 2.703 PL 3.00 PF 0.9 20B 31.0 0.0 82.3 0.0 7.2 120 FTG T PE -1.3 20T 34.0 0.0 80.1 0.0 0.041 TL 21.65 PV Pipe: 31 118.9 2.703 PL 3.00 PF 0.8 21B 31.0 0.0 81.8 0.0 6.7 120 FTG T PE -1.3 21T 34.0 0.0 79.7 0.0 0.035 TL 21.65 PV Pipe: 32 110.3 2.703 PL 3.00 PF 0.7 22B 31.0 0.0 81.3 0.0 6.2 120 FTG T PE -1.3 22T 34.0 0.0 79.4 0.0 0.030 TL 21.65 PV Pipe: 33 103.0 2.703 PL 3.00 PF 0.6 23B 31.0 0.0 81.0 0.0 5.8 120 FTG T PE -1.3 23T 34.0 0.0 79.1 0.0 0.027 TL 21.65 PV Pipe: 34 97.3 2.703 PL 3.00 PF 0.5 24B 31.0 0.0 80.7 0.0 5.4 120 FTG T PE -1.3 24T 34.0 0.0 78.9 0.0 0.024 TL 21.65 PV Pipe: 35 93.0 2.703 PL 3.00 PF 0.5 25B 31.0 0.0 80.4 0.0 5.2 120 FTG T PE -1.3 25T 34.0 0.0 78.6 0.0 0.022 TL 21.65 PV Pipe: 36 216.9 2.703 PL 3.00 PF 2.3 26B 31.0 0.0 80.2 0.0 12.1 120 FTG T PE -1.3 26T 34.0 0.0 76.6 0.0 0.107 TL 21.65 PV Pipe: 37 215.9 2.703 PL 3.00 PF 2.3 27B 31.0 0.0 80.1 0.0 12.1 120 FTG T PE -1.3 27T 34.0 0.0 76.5 0.0 0.106 TL 21.65 PV Pipe: 38 421.5 3.314 PL 3.00 PF 3.4 28B 31.0 0.0 80.0 0.0 15.7 120 FTG T PE -1.3 28T 34.0 0.0 75.4 0.0 0.135 TL 24.84 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 86.1 2.703 PL 173.50 PF 5.1 20T 34.0 0.0 80.1 0.0 4.8 120 FTG 4E3T PE 1.3 30 31.0 0.0 76.3 0.0 0.019 TL 266.77 PV Pipe: 40 82.7 2.703 PL 173.50 PF 4.8 21T 34.0 0.0 79.7 0.0 4.6 120 FTG 4E3T PE 1.3 31 31.0 0.0 76.2 0.0 0.018 TL 266.77 PV Pipe: 41 80.3 2.703 PL 173.50 PF 4.5 22T 34.0 0.0 79.4 0.0 4.5 120 FTG 4E3T PE 1.3 32 31.0 0.0 76.2 0.0 0.017 TL 266.77 PV Pipe: 42 79.0 2.703 PL 173.50 PF 4.4 23T 34.0 0.0 79.1 0.0 4.4 120 FTG 4E3T PE 1.3 33 31.0 0.0 76.0 0.0 0.016 TL 266.77 PV Pipe: 43 79.0 2.703 PL 173.50 PF 4.4 24T 34.0 0.0 78.9 0.0 4.4 120 FTG 4E3T PE 1.3 34 31.0 0.0 75.8 0.0 0.016 TL 266.77 PV Pipe: 44 80.6 2.703 PL 173.50 PF 4.6 25T 34.0 0.0 78.6 0.0 4.5 120 FTG 4E3T PE 1.3 35 31.0 0.0 75.4 0.0 0.017 TL 266.77 PV Pipe: 45 265.6 2.703 PL 103.33 PF 18.9 26T 34.0 0.0 76.6 0.0 14.8 120 FTG T PE 0.0 12A 34.0 16.8 57.7 127.6 0.155 TL 121.98 PV Pipe: 46 137.9 2.703 PL 8.00 PF 0.4 12A 34.0 16.8 57.7 127.6 7.7 120 FTG ---- PE 0.0 11A 34.0 16.8 57.3 127.2 0.046 TL 8.00 PV Pipe: 47 10.7 2.703 PL 8.00 PF 0.0 11A 34.0 16.8 57.3 127.2 0.6 120 FTG ---- PE 0.0 10A 34.0 16.8 57.3 127.2 0.000 TL 8.00 PV Pipe: 48 -116.5 2.703 PL 8.33 PF 0.3 10A 34.0 16.8 57.3 127.2 6.5 120 FTG ---- PE 0.0 9A 34.0 16.8 57.6 127.5 0.034 TL 8.33 PV Pipe: 49 -244.0 2.703 PL 45.83 PF 16.0 9A 34.0 16.8 57.6 127.5 13.6 120 FTG 4E2T PE 1.3 36 31.0 0.0 74.9 0.0 0.132 TL 120.45 PV Pipe: 50 265.5 2.703 PL 103.33 PF 18.9 27T 34.0 0.0 76.5 0.0 14.8 120 FTG T PE 0.0 8A 34.0 16.8 57.6 127.5 0.155 TL 121.58 PV Pipe: 51 138.0 2.703 PL 8.00 PF 0.4 8A 34.0 16.8 57.6 127.5 7.7 120 FTG ---- PE 0.0 7A 34.0 16.8 57.2 127.1 0.046 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 10.9 2.703 PL 8.00 PF 0.0 7A 34.0 16.8 57.2 127.1 0.6 120 FTG ---- PE 0.0 6A 34.0 16.8 57.2 127.1 0.000 TL 8.00 PV Pipe: 53 -116.2 2.703 PL 8.33 PF 0.3 6A 34.0 16.8 57.2 127.1 6.5 120 FTG ---- PE 0.0 5A 34.0 16.8 57.5 127.4 0.034 TL 8.33 PV Pipe: 54 -243.6 2.703 PL 45.83 PF 15.9 5A 34.0 16.8 57.5 127.4 13.6 120 FTG 4E2T PE 1.3 37 31.0 0.0 74.7 0.0 0.132 TL 120.45 PV Pipe: 55 486.8 3.314 PL 103.33 PF 22.1 28T 34.0 0.0 75.4 0.0 18.1 120 FTG T PE 0.0 4A 34.0 16.8 53.3 122.7 0.176 TL 125.17 PV Pipe: 56 364.1 3.314 PL 8.00 PF 0.8 4A 34.0 16.8 53.3 122.7 13.5 120 FTG ---- PE 0.0 3A 34.0 16.8 52.5 121.7 0.103 TL 8.00 PV Pipe: 57 242.4 3.314 PL 8.00 PF 0.4 3A 34.0 16.8 52.5 121.7 9.0 120 FTG ---- PE 0.0 2A 34.0 16.8 52.1 121.3 0.049 TL 8.00 PV Pipe: 58 121.1 3.314 PL 8.00 PF 0.1 2A 34.0 16.8 52.1 121.3 4.5 120 FTG ---- PE 0.0 1A 34.0 16.8 52.0 121.1 0.013 TL 8.00 PV Pipe: 59 42.6 2.703 PL 215.00 PF 1.4 20T 34.0 0.0 80.1 0.0 2.4 120 FTG 3T PE 1.3 40 31.0 0.0 80.0 0.0 0.005 TL 270.95 PV Pipe: 60 36.3 2.703 PL 215.00 PF 1.1 21T 34.0 0.0 79.7 0.0 2.0 120 FTG 3T PE 1.3 41 31.0 0.0 80.0 0.0 0.004 TL 270.95 PV Pipe: 61 30.0 2.703 PL 215.00 PF 0.7 22T 34.0 0.0 79.4 0.0 1.7 120 FTG 3T PE 1.3 42 31.0 0.0 79.9 0.0 0.003 TL 270.95 PV Pipe: 62 24.1 2.703 PL 215.00 PF 0.5 23T 34.0 0.0 79.1 0.0 1.3 120 FTG 3T PE 1.3 43 31.0 0.0 79.9 0.0 0.002 TL 270.95 PV Pipe: 63 18.3 2.703 PL 215.00 PF 0.3 24T 34.0 0.0 78.9 0.0 1.0 120 FTG 3T PE 1.3 44 31.0 0.0 79.9 0.0 0.001 TL 270.95 PV Pipe: 64 12.4 2.703 PL 215.00 PF 0.1 25T 34.0 0.0 78.6 0.0 0.7 120 FTG 3T PE 1.3 45 31.0 0.0 79.8 0.0 0.001 TL 270.95 PV 0 e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -48.7 2.703 PL 215.00 PF 1.8 26T 34.0 0.0 76.6 0.0 2.7 120 FTG 3T PE 1.3 46 31.0 0.0 79.7 0.0 0.007 TL 270.95 PV Pipe: 66 -49.6 2.703 PL 215.00 PF 1.9 27T 34.0 0.0 76.5 0.0 2.8 120 FTG 3T PE 1.3 47 31.0 0.0 79.7 0.0 0.007 TL 270.95 PV Pipe: 67 -65.3 3.314 PL 1.50 PF 0.1 28T 34.0 0.0 75.4 0.0 2.4 120 FTG T PE 0.0 28C 34.0 0.0 75.5 0.0 0.004 TL 23.34 PV Pipe: 68 -65.3 2.703 PL 213.50 PF 2.9 28C 34.0 0.0 75.5 0.0 3.6 120 FTG 2T PE 1.3 48 31.0 0.0 79.7 0.0 0.012 TL 250.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.080 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.1 ft/sec at pipe 55. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 0 0 0 e e 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS E 1--I w N • W O rl W w0. U) 0. 0 O • N N a) C1. O O 0 0 -1 0 -,-4 rt 4-) U) E E m t rn a0. u a LI) u-) G u) w • ro• O S1 in a) u) It) 0 w N O N Q0 E M ,--1 tO ,--i ,--I a) a) N 0) A 3•1 NJ 0 M.. 4-) CJ M.. 04 104 -H a) -H a -H m -H .6 -H °-I co 'a 04 0 0. ca a Q- .0 0) 0 N 1/40 34 of • 1.0 O Cil ,-i 0 --I l0 r -I 0 k0 -H . 0 • -d . ro � CrN ro 0'N 4-1 0. r gt a 1505.5 gpm T-1 N ,--I > 0 P 4 0 0 U 0 .b In ro E Q .0 a)Ero a) r-1 Uru >, E 0.W U Q.0) a) 0 0) 0 047 O O O O O O O O • O O O O O O O O l0 V' N O 0.o l0 G' N 1--I 1--1 1--1 1-1 0 Kt CD w w 1:4 al cn U) o4 al -- a un -,-1 -- 0 0 0 CO SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE 156+ 1 *\ I \ 143+ \\ I 0\ \\ I \ 130+ \ \\ I \ 1 \\ 117+ \ 1 \\ I \ 1 X \ P104+ \\ R 1 E I \\ S 1 S 91+ \\ U 1 R I E I \\ 78+ ( I \\ P 1 S 1 \\ I 65+ 1 52+ 1 1 \\ \\ \\ 39+ \ 1 1 \\ \\ 26+ LEGEND " \ I " \ 1 X = Required Water Supply 20.0 psi @ 7461 gpm-> * I 107.69 psi @ 1755.5 gpm v,Flow Test Point 13+ " I 0 = Available Water Supply " I 141.06 psi @ 1755.5 gpm " I " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) e e 0 HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -3 SEBCO-SYS1B JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 2 SYSTEM 1 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1460.0 GPM N/A 250 GPM N/A N/A 1710.0 GPM @ &NPRS:SRC& WET N/A PSI PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.5 1710.0 103.4 Available pressure is 38.1 psi (27%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1710.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1460.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1A 34.0 K=16.80 52.8 122.1 2A 34.0 K=16.80 52.5 121.7 3A 34.0 K=16.80 52.5 121.7 4A 34.0 K=16.80 52.9 122.2 5A 34.0 K=16.80 52.4 121.6 6A 34.0 K=16.80 52.0 121.1 7A 34.0 K=16.80 52.0 121.1 8A 34.0 K=16.80 52.3 121.6 9A 34.0 K=16.80 52.7 121.9 10A 34.0 K=16.80 52.3 121.5 11A 34.0 K=16.80 52.3 121.5 12A 34.0 K=16.80 52.6 121.9 20T 34.0 75.9 20B 31.0 78.5 21T 34.0 75.6 21B 31.0 78.0 22T 34.0 75.3 22B 31.0 77.6 23T 34.0 75.1 23B 31.0 77.4 24T 34.0 75.0 24B 31.0 77.1 25T 34.0 74.9 25B 31.0 77.0 26T 34.0 73.6 26B 31.0 76.8 27T 34.0 73.5 27B 31.0 76.8 28T 34.0 74.2 28B 31.0 76.8 28C 34.0 73.0 30 31.0 76.3 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 31.0 76.3 32 31.0 76.3 33 31.0 76.3 34 31.0 76.3 35 31.0 76.3 36 31.0 76.2 37 31.0 76.2 40 31.0 67.4 41 31.0 67.2 42 31.0 67.1 43 31.0 66.8 44 31.0 66.3 45 31.0 65.5 46 31.0 64.4 47 31.0 63.9 48 31.0 63.7 TR1 29.3 81.8 BR1 1.5 98.3 DC1 1.5 101.3 DC2 1.5 98.3 FLG 0.5 - - - - 101.9 CITY 0.0 SOURCE 103.4 1460.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1460.0 8.390 PL 25.00 PF 1.2 CITY 0.0 SRCE 103.4 (N/A) 8.5 140 FTG TLG PE -0.2 FLG 0.5 0.0 101.9 0.0 0.011 TL 113.00 PV Pipe: 2 1460.0 8.249 PL 0.50 PF 0.2 FLG 0.5 0.0 101.9 0.0 8.8 150 FTG L PE -0.4 DC1 1.5 0.0 101.3 0.0 0.010 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 101.3 0.0 3.0 psi, 1460.0 gpm DC2 1.5 0.0 98.3 0.0 Pipe: 4 1460.0 8.249 PL 0.58 PF 0.0 DC2 1.5 0.0 98.3 0.0 8.8 120 FTG ---- PE 0.0 BR1 1.5 0.0 98.3 0.0 0.016 TL 0.58 PV Pipe: 5 1460.0 6.357 PL 27.83 PF 4.4 BR1 1.5 0.0 98.3 0.0 14.8 120 FTG TB PE -12.1 TR1 29.3 0.0 81.8 0.0 0.056 TL 78.83 PV Pipe: 6 1460.0 6.357 PL 9.75 PF 2.6 TR1 29.3 0.0 81.8 0.0 14.8 120 FTG 2E PE -0.7 20B 31.0 0.0 78.5 0.0 0.056 TL 45.75 PV Pipe: 7 1305.2 6.357 PL 10.00 PF 0.5 20B 31.0 0.0 78.5 0.0 13.2 120 FTG ---- PE 0.0 21B 31.0 0.0 78.0 0.0 0.046 TL 10.00 PV Pipe: 8 1158.9 6.357 PL 10.00 PF 0.4 21B 31.0 0.0 78.0 0.0 11.7 120 FTG ---- PE 0.0 22B 31.0 0.0 77.6 0.0 0.037 TL 10.00 PV Pipe: 9 1020.6 6.357 PL 10.00 PF 0.3 22B 31.0 0.0 77.6 0.0 10.3 120 FTG ---- PE 0.0 23B 31.0 0.0 77.4 0.0 0.029 TL 10.00 PV Pipe: 10 888.9 6.357 PL 10.00 PF 0.2 23B 31.0 0.0 77.4 0.0 9.0 120 FTG ---- PE 0.0 24B 31.0 0.0 77.1 0.0 0.022 TL 10.00 PV Pipe: 11 763.9 6.357 PL 10.00 PF 0.2 24B 31.0 0.0 77.1 0.0 7.7 120 FTG ---- PE 0.0 25B 31.0 0.0 77.0 0.0 0.017 TL 10.00 PV Pipe: 12 645.0 6.357 PL 10.00 PF 0.1 25B 31.0 0.0 77.0 0.0 6.5 120 FTG ---- PE 0.0 26B 31.0 0.0 76.8 0.0 0.012 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 447.8 6.357 PL 10.00 PF 0.1 26B 31.0 0.0 76.8 0.0 4.5 120 FTG ---- PE 0.0 27B 31.0 0.0 76.8 0.0 0.006 TL 10.00 PV Pipe: 14 250.3 6.357 PL 10.00 PF 0.0 27B 31.0 0.0 76.8 0.0 2.5 120 FTG ---- PE 0.0 28B 31.0 0.0 76.8 0.0 0.002 TL 10.00 PV Pipe: 15 33.4 4.260 PL 10.00 PF 0.0 30 31.0 0.0 76.3 0.0 0.8 120 FTG ---- PE 0.0 31 31.0 0.0 76.3 0.0 0.000 TL 10.00 PV Pipe: 16 59.3 4.260 PL 10.00 PF 0.0 31 31.0 0.0 76.3 0.0 1.3 120 FTG ---- PE 0.0 32 31.0 0.0 76.3 0.0 0.001 TL 10.00 PV Pipe: 17 78.3 4.260 PL 10.00 PF 0.0 32 31.0 0.0 76.3 0.0 1.8 120 FTG ---- PE 0.0 33 31.0 0.0 76.3 0.0 0.002 TL 10.00 PV Pipe: 18 89.9 4.260 PL 10.00 PF 0.0 33 31.0 0.0 76.3 0.0 2.0 120 FTG ---- PE 0.0 34 31.0 0.0 76.3 0.0 0.002 TL 10.00 PV Pipe: 19 92.4 4.260 PL 10.00 PF 0.0 34 31.0 0.0 76.3 0.0 2.1 120 FTG ---- PE 0.0 35 31.0 0.0 76.3 0.0 0.002 TL 10.00 PV Pipe: 20 84.4 4.260 PL 10.00 PF 0.0 35 31.0 0.0 76.3 0.0 1.9 120 FTG ---- PE 0.0 36 31.0 0.0 76.2 0.0 0.002 TL 10.00 PV Pipe: 21 42.7 4.260 PL 10.00 PF 0.0 36 31.0 0.0 76.2 0.0 1.0 120 FTG ---- PE 0.0 37 31.0 0.0 76.2 0.0 0.001 TL 10.00 PV Pipe: 22 121.5 4.260 PL 11.00 PF 0.1 40 31.0 0.0 67.4 0.0 2.7 120 FTG 2E PE 0.0 41 31.0 0.0 67.2 0.0 0.004 TL 37.00 PV Pipe: 23 241.7 4.260 PL 10.00 PF 0.1 41 31.0 0.0 67.2 0.0 5.4 120 FTG ---- PE 0.0 42 31.0 0.0 67.1 0.0 0.014 TL 10.00 PV Pipe: 24 361.1 4.260 PL 10.00 PF 0.3 42 31.0 0.0 67.1 0.0 8.1 120 FTG ---- PE 0.0 43 31.0 0.0 66.8 0.0 0.030 TL 10.00 PV Pipe: 25 481.2 4.260 PL 10.00 PF 0.5 43 31.0 0.0 66.8 0.0 10.8 120 FTG --- PE 0.0 44 31.0 0.0 66.3 0.0 0.051 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 603.7 4.260 PL 10.00 PF 0.8 44 31.0 0.0 66.3 0.0 13.6 120 FTG ---- PE 0.0 45 31.0 0.0 65.5 0.0 0.077 TL 10.00 PV Pipe: 27 730.6 4.260 PL 10.00 PF 1.1 45 31.0 0.0 65.5 0.0 16.4 120 FTG ---- PE 0.0 46 31.0 0.0 64.4 0.0 0.110 TL 10.00 PV Pipe: 28 482.7 4.260 PL 10.00 PF 0.5 46 31.0 0.0 64.4 0.0 10.9 120 FTG ---- PE 0.0 47 31.0 0.0 63.9 0.0 0.051 TL 10.00 PV Pipe: 29 237.5 4.260 PL 10.00 PF 0.1 47 31.0 0.0 63.9 0.0 5.3 120 FTG ---- PE 0.0 48 31.0 0.0 63.7 0.0 0.014 TL 10.00 PV Pipe: 30 154.8 2.703 PL 3.00 PF 1.2 20B 31.0 0.0 78.5 0.0 8.7 120 FTG T PE -1.3 20T 34.0 0.0 75.9 0.0 0.057 TL 21.65 PV Pipe: 31 146.2 2.703 PL 3.00 PF 1.1 21B 31.0 0.0 78.0 0.0 8.2 120 FTG T PE -1.3 21T 34.0 0.0 75.6 0.0 0.051 TL 21.65 PV Pipe: 32 138.3 2.703 PL 3.00 PF 1.0 22B 31.0 0.0 77.6 0.0 7.7 120 FTG T PE -1.3 22T 34.0 0.0 75.3 0.0 0.046 TL 21.65 PV Pipe: 33 131.7 2.703 PL 3.00 PF 0.9 23B 31.0 0.0 77.4 0.0 7.4 120 FTG T PE -1.3 23T 34.0 0.0 75.1 0.0 0.042 TL 21.65 PV Pipe: 34 125.1 2.703 PL 3.00 PF 0.8 24B 31.0 0.0 77.1 0.0 7.0 120 FTG T PE -1.3 24T 34.0 0.0 75.0 0.0 0.038 TL 21.65 PV Pipe: 35 118.9 2.703 PL 3.00 PF 0.8 25B 31.0 0.0 77.0 0.0 6.6 120 FTG T PE -1.3 25T 34.0 0.0 74.9 0.0 0.035 TL 21.65 PV Pipe: 36 197.2 2.703 PL 3.00 PF 1.9 26B 31.0 0.0 76.8 0.0 11.0 120 FTG T PE -1.3 26T 34.0 0.0 73.6 0.0 0.089 TL 21.65 PV Pipe: 37 197.5 2.703 PL 3.00 PF 1.9 27B 31.0 0.0 76.8 0.0 11.0 120 FTG T PE -1.3 27T 34.0 0.0 73.5 0.0 0.090 TL 21.65 PV Pipe: 38 250.3 3.314 PL 3.00 PF 1.3 28B 31.0 0.0 76.8 0.0 9.3 120 FTG T PE -1.3 28T 34.0 0.0 74.2 0.0 0.051 TL 24.84 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 33.4 2.703 PL 173.50 PF 0.9 20T 34.0 0.0 75.9 0.0 1.9 120 FTG 4E3T PE 1.3 30 31.0 0.0 76.3 0.0 0.003 TL 266.77 PV Pipe: 40 26.0 2.703 PL 173.50 PF 0.6 21T 34.0 0.0 75.6 0.0 1.5 120 FTG 4E3T PE 1.3 31 31.0 0.0 76.3 0.0 0.002 TL 266.77 PV Pipe: 41 18.9 2.703 PL 173.50 PF 0.3 22T 34.0 0.0 75.3 0.0 1.1 120 FTG 4E3T PE 1.3 32 31.0 0.0 76.3 0.0 0.001 TL 266.77 PV Pipe: 42 11.6 2.703 PL 173.50 PF 0.1 23T 34.0 0.0 75.1 0.0 0.6 120 FTG 4E3T PE 1.3 33 31.0 0.0 76.3 0.0 0.000 TL 266.77 PV Pipe: 43 2.5 2.703 PL 173.50 PF 0.0 24T 34.0 0.0 75.0 0.0 0.1 120 FTG 4E3T PE 1.3 34 31.0 0.0 76.3 0.0 0.000 TL 266.77 PV Pipe: 44 -8.0 2.703 PL 173.50 PF 0.1 25T 34.0 0.0 74.9 0.0 0.4 120 FTG 4E3T PE 1.3 35 31.0 0.0 76.3 0.0 0.000 TL 266.77 PV Pipe: 45 -41.7 2.703 PL 173.50 PF 1.3 26T 34.0 0.0 73.6 0.0 2.3 120 FTG 4E3T PE 1.3 36 31.0 0.0 76.2 0.0 0.005 TL 266.77 PV Pipe: 46 -42.7 2.703 PL 173.50 PF 1.4 27T 34.0 0.0 73.5 0.0 2.4 120 FTG 4E3T PE 1.3 37 31.0 0.0 76.2 0.0 0.005 TL 266.77 PV Pipe: 47 121.5 2.703 PL 215.00 PF 9.9 20T 34.0 0.0 75.9 0.0 6.8 120 FTG 3T PE 1.3 40 31.0 0.0 67.4 0.0 0.036 TL 270.95 PV Pipe: 48 120.2 2.703 PL 215.00 PF 9.7 21T 34.0 0.0 75.6 0.0 6.7 120 FTG 3T PE 1.3 41 31.0 0.0 67.2 0.0 0.036 TL 270.95 PV Pipe: 49 119.4 2.703 PL 215.00 PF 9.6 22T 34.0 0.0 75.3 0.0 6.7 120 FTG 3T PE 1.3 42 31.0 0.0 67.1 0.0 0.035 TL 270.95 PV Pipe: 50 120.1 2.703 PL 215.00 PF 9.7 23T 34.0 0.0 75.1 0.0 6.7 120 FTG 3T PE 1.3 43 31.0 0.0 66.8 0.0 0.036 TL 270.95 PV Pipe: 51 122.5 2.703 PL 215.00 PF 10.0 24T 34.0 0.0 75.0 0.0 6.8 120 FTG 3T PE 1.3 44 31.0 0.0 66.3 0.0 0.037 TL 270.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 126.9 2.703 PL 215.00 PF 10.7 25T 34.0 0.0 74.9 0.0 7.1 120 FTG 3T PE 1.3 45 31.0 0.0 65.5 0.0 0.040 TL 270.95 PV Pipe: 53 238.9 2.703 PL 146.00 PF 21.0 26T 34.0 0.0 73.6 0.0 13.4 120 FTG T PE 0.0 12A 34.0 16.8 52.6 121.9 0.127 TL 164.65 PV Pipe: 54 117.0 2.703 PL 10.00 PF 0.3 12A 34.0 16.8 52.6 121.9 6.5 120 FTG ---- PE 0.0 11A 34.0 16.8 52.3 121.5 0.034 TL 10.00 PV Pipe: 55 -4.5 2.703 PL 10.00 PF 0.0 11A 34.0 16.8 52.3 121.5 0.3 120 FTG ---- PE 0.0 10A 34.0 16.8 52.3 121.5 0.000 TL 10.00 PV Pipe: 56 -126.0 2.703 PL 10.00 PF 0.4 10A 34.0 16.8 52.3 121.5 7.0 120 FTG ---- PE 0.0 9A 34.0 16.8 52.7 121.9 0.039 TL 10.00 PV Pipe: 57 -247.9 2.703 PL 39.00 PF 10.4 9A 34.0 16.8 52.7 121.9 13.9 120 FTG 2T PE 1.3 46 31.0 0.0 64.4 0.0 0.136 TL 76.30 PV Pipe: 58 240.2 2.703 PL 146.00 PF 21.2 27T 34.0 0.0 73.5 0.0 13.4 120 FTG T PE 0.0 8A 34.0 16.8 52.3 121.6 0.129 TL 164.65 PV Pipe: 59 118.6 2.703 PL 10.00 PF 0.3 8A 34.0 16.8 52.3 121.6 6.6 120 FTG ---- PE 0.0 7A 34.0 16.8 52.0 121.1 0.035 TL 10.00 PV Pipe: 60 -2.5 2.703 PL 10.00 PF 0.0 7A 34.0 16.8 52.0 121.1 0.1 120 FTG ---- PE 0.0 6A 34.0 16.8 52.0 121.1 0.000 TL 10.00 PV Pipe: 61 -123.7 2.703 PL 10.00 PF 0.4 6A 34.0 16.8 52.0 121.1 6.9 120 FTG ---- PE 0.0 5A 34.0 16.8 52.4 121.6 0.038 TL 10.00 PV Pipe: 62 -245.3 2.703 PL 39.00 PF 10.2 5A 34.0 16.8 52.4 121.6 13.7 120 FTG 2T PE 1.3 47 31.0 0.0 63.9 0.0 0.134 TL 76.30 PV Pipe: 63 250.3 3.314 PL 1.50 PF 1.2 28T 34.0 0.0 74.2 0.0 9.3 120 FTG T PE 0.0 28C 34.0 0.0 73.0 0.0 0.051 TL 23.34 PV Pipe: 64 250.3 2.703 PL 144.50 PF 20.1 28C 34.0 0.0 73.0 0.0 14.0 120 FTG ---- PE 0.0 4A 34.0 16.8 52.9 122.2 0.139 TL 144.50 PV e co SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 128.1 2.703 PL 10.00 PF 0.4 4A 34.0 16.8 52.9 122.2 7.2 120 FTG ---- PE 0.0 3A 34.0 16.8 52.5 121.7 0.040 TL 10.00 PV Pipe: 66 6.4 2.703 PL 10.00 PF 0.0 3A 34.0 16.8 52.5 121.7 0.4 120 FTG ---- PE 0.0 2A 34.0 16.8 52.5 121.7 0.000 TL 10.00 PV Pipe: 67 -115.3 2.703 PL 10.00 PF 0.3 2A 34.0 16.8 52.5 121.7 6.4 120 FTG ---- PE 0.0 lA 34.0 16.8 52.8 122.1 0.033 TL 10.00 PV Pipe: 68 -237.5 2.703 PL 39.00 PF 9.6 lA 34.0 16.8 52.8 122.1 13.3 120 FTG 2T PE 1.3 48 31.0 0.0 63.7 0.0 0.126 TL 76.30 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.4 ft/sec at pipe 27. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 52.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 52.014 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 52.051 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 CO 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 0 0 e e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS Q) H vo E O D r 1 N .--1 Q) LD m N O N A cr U) r-1 En -1 Q) CO M 3.4 •H a •rl m •r1 H a v a a .0 a) rtao 4O •oo ,-I 0 •.i 1h H V4 H . o • .,.1 • fa -1 0' M ro r-1 4-1 ao o 4-1 r-1 Req. OnSite Demand Press. 103.39 psi @ 1460.0 gpm > U N H 0 U 0 +) ro ro E. (1) (1) A r -I A D N H 3-1 1J •H 0 >,En 4D LI, CO U m U 0 0 m O C lD 0 O 0 m O 0 N 0 0 0 0 0 0 lD c. N ri o O 0 O O O O O O O o co lD v (NI r-1 1-1 r 1 C 4OCD41 axwmv)afxw--am-r1-- 0 O 04 r-1 3 o O o a a) �0 w Ix -1 • - m a) H 5 • o • o s -i o w . —O a) fa O _ o - N a) M �1 0 • o « N 1-) x. o a) O �D a) fo • U m a) a) 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS1B.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE 156+ I *\ I \ 143+ \0 I \ I \\ I \ 130+ I I I 117+ 1 I 1 P104+ X \ \\ \ \\ R 1 \ E I \\ S I \ S 91+ \\ U I \ R I \ E 1 \\ 78+ \ ( 1 \\ P 1 \ S I \\ 165+ \ 1 \ 1 \\ I \ 52+ \\ I 1 I \ \\ \ 39+ \ 1 \\ I \ I 26+ LEGEND I I 13+ 1 0 = Available Water Supply X = Required Water Supply 103.39 psi @ 1710.0 gpm 141.48 psi @ 1710.0 gpm I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 11 IT 11 11 11 11 20.0 psi @ 7461 gpm-> Flow Test Point * 0 e e HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -4 SEBCO-SYS2 JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 3 SYSTEM 2 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1458.5 GPM N/A 250 GPM N/A N/A 1708.5 GPM @ &NPRS:SRC& PSI WET N/A PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.5 1708.5 109.2 Available pressure is 32.3 psi (23%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1708.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1458.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 34.0 K=16.80 52.4 121.6 2A 34.0 K=16.80 52.0 121.1 3A 34.0 K=16.80 52.0 121.1 4A 34.0 K=16.80 52.3 121.5 5A 34.0 K=16.80 52.5 121.7 6A 34.0 K=16.80 52.1 121.2 7A 34.0 K=16.80 52.1 121.2 8A 34.0 K=16.80 52.4 121.6 9A 34.0 K=16.80 52.8 122.1 10A 34.0 K=16.80 52.4 121.6 11A 34.0 K=16.80 52.4 121.6 12A 34.0 K=16.80 52.7 122.0 49 31.0 80.9 50T 34.0 76.8 50B 31.0 79.5 51T 34.0 76.5 51B 31.0 79.0 52T 34.0 76.3 52B 31.0 78.7 53T 34.0 76.1 53B 31.0 78.4 54T 34.0 75.9 54B 31.0 78.2 55T 34.0 75.8 55B 31.0 78.1 56T 34.0 74.8 56B 31.0 78.0 57T 34.0 74.7 57B 31.0 77.9 58T 34.0 74.7 58B 31.0 77.9 60 31.0 77.2 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 61 31.0 77.2 62 31.0 77.2 63 31.0 77.2 64 31.0 77.1 65 31.0 77.1 66 31.0 77.1 66B 31.0 77.0 67 31.0 77.0 68 31.0 77.0 80 31.0 67.5 81 31.0 67.5 82 31.0 67.4 83 31.0 67.0 84 31.0 66.5 85 31.0 65.7 86 31.0 64.6 87 31.0 64.1 88 31.0 63.9 TR2 29.3 87.5 BR2 1.5 104.0 DC1 1.5 107.0 DC2 1.5 104.0 FLG 0.5 107.7 CITY 0.0 SOURCE 109.2 1458.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1458.5 8.390 PL 25.00 PF 1.2 CITY 0.0 SRCE 109.2 (N/A) 8.5 140 FTG TLG PE -0.2 FLG 0.5 0.0 107.7 0.0 0.011 TL 113.00 PV Pipe: 2 1458.5 8.249 PL 0.50 PF 0.2 FLG 0.5 0.0 107.7 0.0 8.8 150 FTG L PE -0.4 DC1 1.5 0.0 107.0 0.0 0.010 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 107.0 0.0 3.0 psi, 1458.5 gpm DC2 1.5 0.0 104.0 0.0 Pipe: 4 1458.5 8.249 PL 3.58 PF 0.1 DC2 1.5 0.0 104.0 0.0 8.8 120 FTG ---- PE 0.0 BR2 1.5 0.0 104.0 0.0 0.016 TL 3.58 PV Pipe: 5 1458.5 6.357 PL 27.83 PF 4.4 BR2 1.5 0.0 104.0 0.0 14.7 120 FTG TB PE -12.1 TR2 29.3 0.0 87.5 0.0 0.056 TL 78.83 PV Pipe: 6 1458.5 6.357 PL 69.00 PF 5.9 TR2 29.3 0.0 87.5 0.0 14.7 120 FTG 2E PE -0.7 49 31.0 0.0 80.9 0.0 0.056 TL 105.00 PV Pipe: 7 1458.5 6.357 PL 24.50 PF 1.4 49 31.0 0.0 80.9 0.0 14.7 120 FTG ---- PE 0.0 50B 31.0 0.0 79.5 0.0 0.056 TL 24.50 PV Pipe: 8 1292.7 6.357 PL 10.00 PF 0.4 50B 31.0 0.0 79.5 0.0 13.1 120 FTG ---- PE 0.0 51B 31.0 0.0 79.0 0.0 0.045 TL 10.00 PV Pipe: 9 1137.0 6.357 PL 10.00 PF 0.4 51B 31.0 0.0 79.0 0.0 11.5 120 FTG ---- PE 0.0 52B 31.0 0.0 78.7 0.0 0.035 TL 10.00 PV Pipe: 10 989.8 6.357 PL 10.00 PF 0.3 52B 31.0 0.0 78.7 0.0 10.0 120 FTG ---- PE 0.0 53B 31.0 0.0 78.4 0.0 0.027 TL 10.00 PV Pipe: 11 849.0 6.357 PL 10.00 PF 0.2 53B 31.0 0.0 78.4 0.0 8.6 120 FTG ---- PE 0.0 54B 31.0 0.0 78.2 0.0 0.021 TL 10.00 PV Pipe: 12 712.7 6.357 PL 10.00 PF 0.1 54B 31.0 0.0 78.2 0.0 7.2 120 FTG ---- PE 0.0 55B 31.0 0.0 78.1 0.0 0.015 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 579.1 6.357 PL 10.00 PF 0.1 55B 31.0 0.0 78.1 0.0 5.9 120 FTG ---- PE 0.0 56B 31.0 0.0 78.0 0.0 0.010 TL 10.00 PV Pipe: 14 386.3 6.357 PL 10.00 PF 0.0 56B 31.0 0.0 78.0 0.0 3.9 120 FTG ---- PE 0.0 57B 31.0 0.0 77.9 0.0 0.005 TL 10.00 PV Pipe: 15 193.2 6.357 PL 10.00 PF 0.0 57B 31.0 0.0 77.9 0.0 2.0 120 FTG ---- PE 0.0 58B 31.0 0.0 77.9 0.0 0.001 TL 10.00 PV Pipe: 16 42.4 4.260 PL 10.00 PF 0.0 60 31.0 0.0 77.2 0.0 1.0 120 FTG ---- PE 0.0 61 31.0 0.0 77.2 0.0 0.001 TL 10.00 PV Pipe: 17 76.2 4.260 PL 10.00 PF 0.0 61 31.0 0.0 77.2 0.0 1.7 120 FTG ---- PE 0.0 62 31.0 0.0 77.2 0.0 0.002 TL 10.00 PV Pipe: 18 102.2 4.260 PL 10.00 PF 0.0 62 31.0 0.0 77.2 0.0 2.3 120 FTG ---- PE 0.0 63 31.0 0.0 77.2 0.0 0.003 TL 10.00 PV Pipe: 19 121.0 4.260 PL 10.00 PF 0.0 63 31.0 0.0 77.2 0.0 2.7 120 FTG ---- PE 0.0 64 31.0 0.0 77.1 0.0 0.004 TL 10.00 PV Pipe: 20 132.9 4.260 PL 10.00 PF 0.0 64 31.0 0.0 77.1 0.0 3.0 120 FTG ---- PE 0.0 65 31.0 0.0 77.1 0.0 0.005 TL 10.00 PV Pipe: 21 137.7 4.260 PL 10.00 PF 0.1 65 31.0 0.0 77.1 0.0 3.1 120 FTG ---- PE 0.0 66 31.0 0.0 77.1 0.0 0.005 TL 10.00 PV Pipe: 22 92.7 4.260 PL 2.50 PF 0.0 66 31.0 0.0 77.1 0.0 2.1 120 FTG ---- PE 0.0 66B 31.0 0.0 77.0 0.0 0.002 TL 2.50 PV Pipe: 23 92.7 6.357 PL 7.50 PF 0.0 66B 31.0 0.0 77.0 0.0 0.9 120 FTG ---- PE 0.0 67 31.0 0.0 77.0 0.0 0.000 TL 7.50 PV Pipe: 24 46.5 6.357 PL 10.00 PF 0.0 67 31.0 0.0 77.0 0.0 0.5 120 FTG ---- PE 0.0 68 31.0 0.0 77.0 0.0 0.000 TL 10.00 PV Pipe: 25 123.4 4.260 PL 10.00 PF 0.0 80 31.0 0.0 67.5 0.0 2.8 120 FTG ---- PE 0.0 81 31.0 0.0 67.5 0.0 0.004 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 245.2 4.260 PL 10.00 PF 0.1 81 31.0 0.0 67.5 0.0 5.5 120 FTG ---- PE 0.0 82 31.0 0.0 67.4 0.0 0.015 TL 10.00 PV Pipe: 27 366.5 4.260 PL 10.00 PF 0.3 82 31.0 0.0 67.4 0.0 8.2 120 FTG ---- PE 0.0 83 31.0 0.0 67.0 0.0 0.031 TL 10.00 PV Pipe: 28 488.5 4.260 PL 10.00 PF 0.5 83 31.0 0.0 67.0 0.0 11.0 120 FTG ---- PE 0.0 84 31.0 0.0 66.5 0.0 0.052 TL 10.00 PV Pipe: 29 612.9 4.260 PL 10.00 PF 0.8 84 31.0 0.0 66.5 0.0 13.8 120 FTG ---- PE 0.0 85 31.0 0.0 65.7 0.0 0.079 TL 10.00 PV Pipe: 30 741.6 4.260 PL 10.00 PF 1.1 85 31.0 0.0 65.7 0.0 16.7 120 FTG ---- PE 0.0 86 31.0 0.0 64.6 0.0 0.113 TL 10.00 PV Pipe: 31 492.3 4.260 PL 10.00 PF 0.5 86 31.0 0.0 64.6 0.0 11.1 120 FTG ---- PE 0.0 87 31.0 0.0 64.1 0.0 0.053 TL 10.00 PV Pipe: 32 245.8 4.260 PL 10.00 PF 0.1 87 31.0 0.0 64.1 0.0 5.5 120 FTG ---- PE 0.0 88 31.0 0.0 63.9 0.0 0.015 TL 10.00 PV Pipe: 33 165.8 2.703 PL 3.00 PF 1.4 50B 31.0 0.0 79.5 0.0 9.3 120 FTG T PE -1.3 50T 34.0 0.0 76.8 0.0 0.065 TL 21.65 PV Pipe: 34 155.6 2.703 PL 3.00 PF 1.2 51B 31.0 0.0 79.0 0.0 8.7 120 FTG T PE -1.3 51T 34.0 0.0 76.5 0.0 0.058 TL 21.65 PV Pipe: 35 147.2 2.703 PL 3.00 PF 1.1 52B 31.0 0.0 78.7 0.0 8.2 120 FTG T PE -1.3 52T 34.0 0.0 76.3 0.0 0.052 TL 21.65 PV Pipe: 36 140.8 2.703 PL 3.00 PF 1.0 53B 31.0 0.0 78.4 0.0 7.9 120 FTG T PE -1.3 53T 34.0 0.0 76.1 0.0 0.048 TL 21.65 PV Pipe: 37 136.3 2.703 PL 3.00 PF 1.0 54B 31.0 0.0 78.2 0.0 7.6 120 FTG T PE -1.3 54T 34.0 0.0 75.9 0.0 0.045 TL 21.65 PV Pipe: 38 133.5 2.703 PL 3.00 PF 0.9 55B 31.0 0.0 78.1 0.0 7,5 120 FTG T PE -1.3 55T 34.0 0.0 75.8 0.0 0.043 TL 21.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 192.9 2.703 PL 3.00 PF 1.9 56B 31.0 0.0 78.0 0.0 10.8 120 FTG T PE -1.3 56T 34.0 0.0 74.8 0.0 0.086 TL 21.65 PV Pipe: 40 193.1 2.703 PL 3.00 PF 1.9 57B 31.0 0.0 77.9 0.0 10.8 120 FTG T PE -1.3 57T 34.0 0.0 74.7 0.0 0.086 TL 21.65 PV Pipe: 41 193.2 2.703 PL 3.00 PF 1.9 58B 31.0 0.0 77.9 0.0 10.8 120 FTG T PE -1.3 58T 34.0 0.0 74.7 0.0 0.086 TL 21.65 PV Pipe: 42 42.4 2.703 PL 107.67 PF 0.8 50T 34.0 0.0 76.8 0.0 2.4 120 FTG 3T PE 1.3 60 31.0 0.0 77.2 0.0 0.005 TL 163.62 PV Pipe: 43 33.8 2.703 PL 107.67 PF 0.6 51T 34.0 0.0 76.5 0.0 1.9 120 FTG 3T PE 1.3 61 31.0 0.0 77.2 0.0 0.003 TL 163.62 PV Pipe: 44 26.0 2.703 PL 107.67 PF 0.3 52T 34.0 0.0 76.3 0.0 1.5 120 FTG 3T PE 1.3 62 31.0 0.0 77.2 0.0 0.002 TL 163.62 PV Pipe: 45 18.8 2.703 PL 107.67 PF 0.2 53T 34.0 0.0 76.1 0.0 1.0 120 FTG 3T PE 1.3 63 31.0 0.0 77.2 0.0 0.001 TL 163.62 PV Pipe: 46 11.9 2.703 PL 107.67 PF 0.1 54T 34.0 0.0 75.9 0.0 0.7 120 FTG 3T PE 1.3 64 31.0 0.0 77.1 0.0 0.000 TL 163.62 PV Pipe: 47 4.9 2.703 PL 107.67 PF 0.0 55T 34.0 0.0 75.8 0.0 0.3 120 FTG 3T PE 1.3 65 31.0 0.0 77.1 0.0 0.000 TL 163.62 PV Pipe: 48 -45.1 2.703 PL 107.67 PF 1.0 56T 34.0 0.0 74.8 0.0 2.5 120 FTG 3T PE 1.3 66 31.0 0.0 77.1 0.0 0.006 TL 163.62 PV Pipe: 49 -46.2 2.703 PL 107.67 PF 1.0 57T 34.0 0.0 74.7 0.0 2.6 120 FTG 3T PE 1.3 67 31.0 0.0 77.0 0.0 0.006 TL 163.62 PV Pipe: 50 -46.5 2.703 PL 107.67 PF 1.0 58T 34.0 0.0 74.7 0.0 2.6 120 FTG 3T PE 1.3 68 31.0 0.0 77.0 0.0 0.006 TL 163.62 PV Pipe: 51 123.4 2.703 PL 225.00 PF 10.5 50T 34.0 0.0 76.8 0.0 6.9 120 FTG 3T PE 1.3 80 31.0 0.0 67.5 0.0 0.038 TL 280.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 121.8 2.703 PL 225.00 PF 10.3 51T 34.0 0.0 76.5 0.0 6.8 120 FTG 3T PE 1.3 81 31.0 0.0 67.5 0.0 0.037 TL 280.95 PV Pipe: 53 121.3 2.703 PL 225.00 PF 10.2 52T 34.0 0.0 76.3 0.0 6.8 120 FTG 3T PE 1.3 82 31.0 0.0 67.4 0.0 0.036 TL 280.95 PV Pipe: 54 122.0 2.703 PL 225.00 PF 10.3 53T 34.0 0.0 76.1 0.0 6.8 120 FTG 3T PE 1.3 83 31.0 0.0 67.0 0.0 0.037 TL 280.95 PV Pipe: 55 124.4 2.703 PL 225.00 PF 10.7 54T 34.0 0.0 75.9 0.0 7.0 120 FTG 3T PE 1.3 84 31.0 0.0 66.5 0.0 0.038 TL 280.95 PV Pipe: 56 128.6 2.703 PL 225.00 PF 11.4 55T 34.0 0.0 75.8 0.0 7.2 120 FTG 3T PE 1.3 85 31.0 0.0 65.7 0.0 0.041 TL 280.95 PV Pipe: 57 237.9 2.703 PL 156.00 PF 22.1 56T 34.0 0.0 74.8 0.0 13.3 120 FTG T PE 0.0 12A 34.0 16.8 52.7 122.0 0.126 TL 174.65 PV Pipe: 58 115.9 2.703 PL 10.00 PF 0.3 12A 34.0 16.8 52.7 122.0 6.5 120 FTG ---- PE 0.0 11A 34.0 16.8 52.4 121.6 0.033 TL 10.00 PV Pipe: 59 -5.7 2.703 PL 10.00 PF 0.0 11A 34.0 16.8 52.4 121.6 0.3 120 FTG ---- PE 0.0 10A 34.0 16.8 52.4 121.6 0.000 TL 10.00 PV Pipe: 60 -127.2 2.703 PL 10.00 PF 0.4 10A 34.0 16.8 52.4 121.6 7.1 120 FTG ---- PE 0.0 9A 34.0 16.8 52.8 122.1 0.040 TL 10.00 PV Pipe: 61 -249.3 2.703 PL 39.00 PF 10.5 9A 34.0 16.8 52.8 122.1 13.9 120 FTG 2T PE 1.3 86 31.0 0.0 64.6 0.0 0.138 TL 76.30 PV Pipe: 62 239.3 2.703 PL 156.00 PF 22.3 57T 34.0 0.0 74.7 0.0 13.4 120 FTG T PE 0.0 8A 34.0 16.8 52.4 121.6 0.128 TL 174.65 PV Pipe: 63 117.7 2.703 PL 10.00 PF 0.3 8A 34.0 16.8 52.4 121.6 6.6 120 FTG ---- PE 0.0 7A 34.0 16.8 52.1 121.2 0.034 TL 10.00 PV Pipe: 64 -3.6 2.703 PL 10.00 PF 0.0 7A 34.0 16.8 52.1 121.2 0.2 120 FTG ---- PE 0.0 6A 34.0 16.8 52.1 121.2 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 65 6A 34.0 16.8 5A 34.0 16.8 Pipe: 66 5A 34.0 16.8 87 31.0 0.0 Pipe: 67 58T 34.0 0.0 4A 34.0 16.8 Pipe: 68 4A 34.0 16.8 3A 34.0 16.8 Pipe: 69 3A 34.0 16.8 2A 34.0 16.8 Pipe: 70 2A 34.0 16.8 lA 34.0 16.8 Pipe: 71 lA 34.0 16.8 88 31.0 0.0 NOTES (HASS): (1) Calculations in accordance under license Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) - 124.8 52.1 121.2 7.0 52.5 121.7 - 246.5 52.5 121.7 13.8 64.1 0.0 239.7 74.7 0.0 13.4 52.3 121.5 118.1 52.3 121.5 6.6 52.0 121.1 52.0 121.1 52.0 121.1 DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) 2.703 PL 10.00 PF 0.4 120 FTG ---- PE 0.0 0.038 TL 10.00 PV 2.703 PL 39.00 PF 10.3 120 FTG 2T PE 1.3 0.135 TL 76.30 PV 2.703 PL 156.00 PF 22.4 120 FTG T PE 0.0 0.128 TL 174.65 PV 2.703 PL 10.00 PF 0.3 120 FTG ---- PE 0.0 0.035 TL 10.00 PV -3.0 2.703 PL 10.00 PF 0.0 0.2 120 FTG ---- PE 0.0 0.000 TL 10.00 PV - 124.2 52.0 121.1 6.9 52.4 121.6 - 245.8 52.4 121.6 13.7 63.9 0.0 2.703 PL 10.00 PF 0.4 120 FTG ---- PE 0.0 0.038 TL 10.00 PV 2.703 PL 39.00 PF 10.2 120 FTG 2T PE 1.3 0.134 TL 76.30 PV were performed by the HASS 8.8 D computer program with NFPA13 (2016) no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 30. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 52.000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 52.008 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 52.051 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 0 0 0 0 e • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS E O H N Z O W W W a a o//) 0 In Qui In a O • O O '4 ) r-1 0 --1 U) E ►a a aa Li)a Lo » ao a) a E CO �o s�o a)Lt U) N 1` Q vt CO { r r4 a) m a (- .r fa. •-1 u) •r1 H a v a o a coo 4u•) •o Lr) -r1 r-1 r -I Ln .H • • •H • MI HI ami o > v ami r4 ,i x ri 4 H a i OnSite Demand Press. ,--1 N 4 4 E OQ* > U 3•4» 0 0 m m u) 0 +) ro ro 5 a) a) A W E ro 0. a) -1 i) -.•1 0 VI 4 m >. 0 t-+ a az a a) 0 '4 0 In 0 0 0 0 0 O 0 0 0 1/40 C N O co ,--1 ,-i ,--1 1 -1 CD 4DC741 aawcnu)AoGw--041n•.-1-- 0 0 O O 0 0 O 0 o 0 m 0 0 N N 0 0 a m i7 1-1 3 � 0 v w x .w. In H E 0 • o v-1 —0 a) 0 o -0 • N 4) M 4) 0 0 04 • o rt 4-1 N 0 0) O l0 4) 10 ' 0 -r1 •r•1 W a) -,1 a a) 4 N ri SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE \\ 1 1 \\ 117+ \\ 1 X \ 1 P104+ R 1 E 1 S 1 S 91+ U 1 R 1 E 1 \ \\ \\ \\ \ \\ 78+ \ ( 1 \\ P I \ S I \\ I 65+ \ 1 \\ I \ 52+ \\ 1 1 \\ I \ 39+ \ 1 \\ I \ 1 \\ 26+ LEGEND 1 1 X = Required Water Supply 20.0 psi @ 7461 gpm-> * 1 109.15 psi @ 1708.5 gpm Flow Test Point 13+ " 1 0 = Available Water Supply " 141.50 psi @ 1708.5 gpm 1 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 0 e 0 HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -4 SEBCO-SYS2B JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 4 SYSTEM 2 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1476.9 GPM N/A 250 GPM N/A N/A 1727.0 GPM @ &NPRS:SRC& PSI WET N/A PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.3 1727.0 124.5 Available pressure is 16.9 psi (12%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1727.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1477.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 34.0 K=16.80 52.0 121.1 2A 34.0 K=16.80 52.4 121.6 3A 34.0 K=16.80 52.6 121.9 4A 34.0 K=16.80 52.2 121.4 5A 34.0 K=16.80 52.4 121.6 6A 34.0 K=16.80 52.8 122.1 7A 34.0 K=16.80 53.0 122.3 8A 34.0 K=16.80 52.7 121.9 9A 34.0 K=16.80 55.7 125.4 10A 34.0 K=16.80 56.1 125.8 11A 34.0 K=16.80 56.4 126.1 12A 34.0 K=16.80 56.0 125.7 49 31.0 95.9 50T 34.0 91.5 50B 31.0 94.5 51T 34.0 91.2 51B 31.0 94.0 52T 34.0 91.0 52B 31.0 93.7 53T 34.0 90.8 53B 31.0 93.4 54T 34.0 90.7 54B 31.0 93.2 55T 34.0 90.6 55B 31.0 93.1 56T 34.0 90.4 56B 31.0 93.0 57T 34.0 90.3 57B 31.0 93.0 58T 34.0 90.3 58B 31.0 93.0 60 31.0 83.9 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/20181TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 61 31.0 83.8 62 31.0 83.6 63 31.0 83.2 64 31.0 82.4 65 31.0 81.2 66 31.0 79.5 66B 31.0 78.9 67 31.0 78.7 68 31.0 78.2 69 31.0 73.5 70T 34.0 59.5 70B 31.0 71.8 71T 34.0 56.0 71B 31.0 67.7 72T 34.0 55.6 72B 31.0 67.2 80 31.0 92.1 81 31.0 92.1 82 31.0 92.1 83 31.0 92.1 84 31.0 92.1 85 31.0 92.0 86 31.0 92.0 87 31.0 92.0 88 31.0 92.0 TR2 29.3 102.7 BR2 1.5 119.2 DC1 1.5 122.3 DC2 1.5 119.3 FLG 0.5 - - - - 123.0 CITY 0.0 SOURCE 124.5 1477.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1477.0 8.390 PL 25.00 PF 1.3 CITY 0.0 SRCE 124.5 (N/A) 8.6 140 FTG TLG PE -0.2 FLG 0.5 0.0 123.0 0.0 0.011 TL 113.00 PV Pipe: 2 1476.9 8.249 PL 0.50 PF 0.2 FLG 0.5 0.0 123.0 0.0 8.9 150 FTG L PE -0.4 DC1 1.5 0.0 122.3 0.0 0.011 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 122.3 0.0 3.0 psi, 1476.9 gpm DC2 1.5 0.0 119.3 0.0 Pipe: 4 1476.9 8.249 PL 3.58 PF 0.1 DC2 1.5 0.0 119.3 0.0 8.9 120 FTG ---- PE 0.0 BR2 1.5 0.0 119.2 0.0 0.016 TL 3.58 PV Pipe: 5 1476.9 6.357 PL 27.83 PF 4.5 BR2 1.5 0.0 119.2 0.0 14.9 120 FTG TB PE -12.1 TR2 29.3 0.0 102.7 0.0 0.058 TL 78.83 PV Pipe: 6 1476.9 6.357 PL 69.00 PF 6.0 TR2 29.3 0.0 102.7 0.0 14.9 120 FTG 2E PE -0.7 49 31.0 0.0 95.9 0.0 0.058 TL 105.00 PV Pipe: 7 1476.9 6.357 PL 24.50 PF 1.4 49 31.0 0.0 95.9 0.0 14.9 120 FTG ---- PE 0.0 50B 31.0 0.0 94.5 0.0 0.058 TL 24.50 PV Pipe: 8 1295.9 6.357 PL 10.00 PF 0.5 50B 31.0 0.0 94.5 0.0 13.1 120 FTG ---- PE 0.0 51B 31.0 0.0 94.0 0.0 0.045 TL 10.00 PV Pipe: 9 1124.1 6.357 PL 10.00 PF 0.3 51B 31.0 0.0 94.0 0.0 11.4 120 FTG ---- PE 0.0 52B 31.0 0.0 93.7 0.0 0.035 TL 10.00 PV Pipe: 10 959.5 6.357 PL 10.00 PF 0.3 52B 31.0 0.0 93.7 0.0 9.7 120 FTG ---- PE 0.0 53B 31.0 0.0 93.4 0.0 0.026 TL 10.00 PV Pipe: 11 800.2 6.357 PL 10.00 PF 0.2 53B 31.0 0.0 93.4 0.0 8.1 120 FTG ---- PE 0.0 54B 31.0 0.0 93.2 0.0 0.019 TL 10.00 PV Pipe: 12 646.6 6.357 PL 10.00 PF 0.1 54B 31.0 0.0 93.2 0.0 6.5 120 FTG ---- PE 0.0 55B 31.0 0.0 93.1 0.0 0.012 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 492.1 6.357 PL 10.00 PF 0.1 55B 31.0 0.0 93.1 0.0 5.0 120 FTG ---- PE 0.0 56B 31.0 0.0 93.0 0.0 0.008 TL 10.00 PV Pipe: 14 331.2 6.357 PL 10.00 PF 0.0 56B 31.0 0.0 93.0 0.0 3.3 120 FTG ---- PE 0.0 57B 31.0 0.0 93.0 0.0 0.004 TL 10.00 PV Pipe: 15 167.0 6.357 PL 10.00 PF 0.0 57B 31.0 0.0 93.0 0.0 1.7 120 FTG ---- PE 0.0 58B 31.0 0.0 93.0 0.0 0.001 TL 10.00 PV Pipe: 16 151.4 4.260 PL 10.00 PF 0.1 60 31.0 0.0 83.9 0.0 3.4 120 FTG ---- PE 0.0 61 31.0 0.0 83.8 0.0 0.006 TL 10.00 PV Pipe: 17 300.7 4.260 PL 10.00 PF 0.2 61 31.0 0.0 83.8 0.0 6.8 120 FTG ---- PE 0.0 62 31.0 0.0 83.6 0.0 0.021 TL 10.00 PV Pipe: 18 449.7 4.260 PL 10.00 PF 0.4 62 31.0 0.0 83.6 0.0 10.1 120 FTG ---- PE 0.0 63 31.0 0.0 83.2 0.0 0.045 TL 10.00 PV Pipe: 19 601.2 4.260 PL 10.00 PF 0.8 63 31.0 0.0 83.2 0.0 13.5 120 FTG ---- PE 0.0 64 31.0 0.0 82.4 0.0 0.077 TL 10.00 PV Pipe: 20 758.8 4.260 PL 10.00 PF 1.2 64 31.0 0.0 82.4 0.0 17.1 120 FTG ---- PE 0.0 65 31.0 0.0 81.2 0.0 0.118 TL 10.00 PV Pipe: 21 925.2 4.260 PL 10.00 PF 1.7 65 31.0 0.0 81.2 0.0 20.8 120 FTG ---- PE 0.0 66 31.0 0.0 79.5 0.0 0.170 TL 10.00 PV Pipe: 22 1104.2 4.260 PL 2.50 PF 0.6 66 31.0 0.0 79.5 0.0 24.9 120 FTG ---- PE 0.0 66B 31.0 0.0 78.9 0.0 0.236 TL 2.50 PV Pipe: 23 1104.2 6.357 PL 7.50 PF 0.3 66B 31.0 0.0 78.9 0.0 11.2 120 FTG ---- PE 0.0 67 31.0 0.0 78.7 0.0 0.034 TL 7.50 PV Pipe: 24 1289.1 6.357 PL 10.00 PF 0.4 67 31.0 0.0 78.7 0.0 13.0 120 FTG ---- PE 0.0 68 31.0 0.0 78.2 0.0 0.045 TL 10.00 PV Pipe: 25 29.6 4.260 PL 10.00 PF 0.0 80 31.0 0.0 92.1 0.0 0.7 120 FTG ---- PE 0.0 81 31.0 0.0 92.1 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 52.1 4.260 PL 10.00 PF 0.0 81 31.0 0.0 92.1 0.0 1.2 120 FTG ---- PE 0.0 82 31.0 0.0 92.1 0.0 0.001 TL 10.00 PV Pipe: 27 67.7 4.260 PL 10.00 PF 0.0 82 31.0 0.0 92.1 0.0 1.5 120 FTG ---- PE 0.0 83 31.0 0.0 92.1 0.0 0.001 TL 10.00 PV Pipe: 28 75.5 4.260 PL 10.00 PF 0.0 83 31.0 0.0 92.1 0.0 1.7 120 FTG ---- PE 0.0 84 31.0 0.0 92.1 0.0 0.002 TL 10.00 PV Pipe: 29 71.6 4.260 PL 10.00 PF 0.0 84 31.0 0.0 92.1 0.0 1.6 120 FTG ---- PE 0.0 85 31.0 0.0 92.0 0.0 0.001 TL 10.00 PV Pipe: 30 59.6 4.260 PL 10.00 PF 0.0 85 31.0 0.0 92.0 0.0 1.3 120 FTG ---- PE 0.0 86 31.0 0.0 92.0 0.0 0.001 TL 10.00 PV Pipe: 31 41.5 4.260 PL 10.00 PF 0.0 86 31.0 0.0 92.0 0.0 0.9 120 FTG ---- PE 0.0 87 31.0 0.0 92.0 0.0 0.001 TL 10.00 PV Pipe: 32 20.9 4.260 PL 10.00 PF 0.0 87 31.0 0.0 92.0 0.0 0.5 120 FTG ---- PE 0.0 88 31.0 0.0 92.0 0.0 0.000 TL 10.00 PV Pipe: 33 181.0 2.703 PL 3.00 PF 1.7 50B 31.0 0.0 94.5 0.0 10.1 120 FTG T PE -1.3 50T 34.0 0.0 91.5 0.0 0.076 TL 21.65 PV Pipe: 34 171.8 2.703 PL 3.00 PF 1.5 51B 31.0 0.0 94.0 0.0 9.6 120 FTG T PE -1.3 51T 34.0 0.0 91.2 0.0 0.069 TL 21.65 PV Pipe: 35 164.6 2.703 PL 3.00 PF 1.4 52B 31.0 0.0 93.7 0.0 9.2 120 FTG T PE -1.3 52T 34.0 0.0 91.0 0.0 0.064 TL 21.65 PV Pipe: 36 159.4 2.703 PL 3.00 PF 1.3 53B 31.0 0.0 93.4 0.0 8.9 120 FTG T PE -1.3 53T 34.0 0.0 90.8 0.0 0.060 TL 21.65 PV Pipe: 37 153.6 2.703 PL 3.00 PF 1.2 54B 31.0 0.0 93.2 0.0 8.6 120 FTG T PE -1.3 54T 34.0 0.0 90.7 0.0 0.056 TL 21.65 PV Pipe: 38 154.5 2.703 PL 3.00 PF 1.2 55B 31.0 0.0 93.1 0.0 8.6 120 FTG T PE -1.3 55T 34.0 0.0 90.6 0.0 0.057 TL 21.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 160.9 2.703 PL 3.00 PF 1.3 56B 31.0 0.0 93.0 0.0 9.0 120 FTG T PE -1.3 56T 34.0 0.0 90.4 0.0 0.061 TL 21.65 PV Pipe: 40 164.2 2.703 PL 3.00 PF 1.4 57B 31.0 0.0 93.0 0.0 9.2 120 FTG T PE -1.3 57T 34.0 0.0 90.3 0.0 0.064 TL 21.65 PV Pipe: 41 167.0 2.703 PL 3.00 PF 1.4 58B 31.0 0.0 93.0 0.0 9.3 120 FTG T PE -1.3 58T 34.0 0.0 90.3 0.0 0.066 TL 21.65 PV Pipe: 42 151.4 2.703 PL 107.67 PF 9.0 50T 34.0 0.0 91.5 0.0 8.5 120 FTG 3T PE 1.3 60 31.0 0.0 83.9 0.0 0.055 TL 163.62 PV Pipe: 43 149.2 2.703 PL 107.67 PF 8.7 51T 34.0 0.0 91.2 0.0 8.3 120 FTG 3T PE 1.3 61 31.0 0.0 83.8 0.0 0.053 TL 163.62 PV Pipe: 44 149.0 2.703 PL 107.67 PF 8.7 52T 34.0 0.0 91.0 0.0 8.3 120 FTG 3T PE 1.3 62 31.0 0.0 83.6 0.0 0.053 TL 163.62 PV Pipe: 45 151.5 2.703 PL 107.67 PF 9.0 53T 34.0 0.0 90.8 0.0 8.5 120 FTG 3T PE 1.3 63 31.0 0.0 83.2 0.0 0.055 TL 163.62 PV Pipe: 46 157.5 2.703 PL 107.67 PF 9.6 54T 34.0 0.0 90.7 0.0 8.8 120 FTG 3T PE 1.3 64 31.0 0.0 82.4 0.0 0.059 TL 163.62 PV Pipe: 47 166.5 2.703 PL 107.67 PF 10.7 55T 34.0 0.0 90.6 0.0 9.3 120 FTG 3T PE 1.3 65 31.0 0.0 81.2 0.0 0.065 TL 163.62 PV Pipe: 48 179.0 2.703 PL 107.67 PF 12.2 56T 34.0 0.0 90.4 0.0 10.0 120 FTG 3T PE 1.3 66 31.0 0.0 79.5 0.0 0.075 TL 163.62 PV Pipe: 49 184.9 2.703 PL 107.67 PF 13.0 57T 34.0 0.0 90.3 0.0 10.3 120 FTG 3T PE 1.3 67 31.0 0.0 78.7 0.0 0.079 TL 163.62 PV Pipe: 50 187.9 2.703 PL 107.67 PF 13.4 58T 34.0 0.0 90.3 0.0 10.5 120 FTG 3T PE 1.3 68 31.0 0.0 78.2 0.0 0.082 TL 163.62 PV Pipe: 51 29.6 2.703 PL 225.00 PF 0.8 50T 34.0 0.0 91.5 0.0 1.7 120 FTG 3T PE 1.3 80 31.0 0.0 92.1 0.0 0.003 TL 280.95 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 22.6 2.703 PL 225.00 PF 0.5 51T 34.0 0.0 91.2 0.0 1.3 120 FTG 3T PE 1.3 81 31.0 0.0 92.1 0.0 0.002 TL 280.95 PV Pipe: 53 15.6 2.703 PL 225.00 PF 0.2 52T 34.0 0.0 91.0 0.0 0.9 120 FTG 3T PE 1.3 82 31.0 0.0 92.1 0.0 0.001 TL 280.95 PV Pipe: 54 7.8 2.703 PL 225.00 PF 0.1 53T 34.0 0.0 90.8 0.0 0.4 120 FTG 3T PE 1.3 83 31.0 0.0 92.1 0.0 0.000 TL 280.95 PV Pipe: 55 -3.9 2.703 PL 225.00 PF 0.0 54T 34.0 0.0 90.7 0.0 0.2 120 FTG 3T PE 1.3 84 31.0 0.0 92.1 0.0 0.000 TL 280.95 PV Pipe: 56 -12.0 2.703 PL 225.00 PF 0.1 55T 34.0 0.0 90.6 0.0 0.7 120 FTG 3T PE 1.3 85 31.0 0.0 92.0 0.0 0.001 TL 280.95 PV Pipe: 57 -18.1 2.703 PL 225.00 PF 0.3 56T 34.0 0.0 90.4 0.0 1.0 120 FTG 3T PE 1.3 86 31.0 0.0 92.0 0.0 0.001 TL 280.95 PV Pipe: 58 -20.6 2.703 PL 225.00 PF 0.4 57T 34.0 0.0 90.3 0.0 1.2 120 FTG 3T PE 1.3 87 31.0 0.0 92.0 0.0 0.001 TL 280.95 PV Pipe: 59 -20.9 2.703 PL 255.00 PF 0.4 58T 34.0 0.0 90.3 0.0 1.2 120 FTG 3T PE 1.3 88 31.0 0.0 92.0 0.0 0.001 TL 310.95 PV Pipe: 60 1476.9 6.357 PL 46.33 PF 4.7 68 31.0 0.0 78.2 0.0 14.9 120 FTG 2E PE 0.0 69 31.0 0.0 73.5 0.0 0.058 TL 82.33 PV Pipe: 61 503.0 4.260 PL 5.00 PF 1.7 69 31.0 0.0 73.5 0.0 11.3 120 FTG T PE 0.0 70B 31.0 0.0 71.8 0.0 0.055 TL 31.00 PV Pipe: 62 973.9 4.260 PL 5.00 PF 5.8 69 31.0 0.0 73.5 0.0 21.9 120 FTG T PE 0.0 71B 31.0 0.0 67.7 0.0 0.187 TL 31.00 PV Pipe: 63 486.0 4.260 PL 10.00 PF 0.5 71B 31.0 0.0 67.7 0.0 10.9 120 FTG ---- PE 0.0 72B 31.0 0.0 67.2 0.0 0.052 TL 10.00 PV Pipe: 64 503.0 2.703 PL 3.00 PF 10.9 70B 31.0 0.0 71.8 0.0 28.1 120 FTG T PE -1.3 70T 34.0 0.0 59.5 0.0 0.505 TL 21.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 487.9 2.703 PL 3.00 PF 10.3 71B 31.0 0.0 67.7 0.0 27.3 120 FTG T PE -1.3 71T 34.0 0.0 56.0 0.0 0.478 TL 21.65 PV Pipe: 66 486.0 2.703 PL 3.00 PF 10.3 72B 31.0 0.0 67.2 0.0 27.2 120 FTG T PE -1.3 72T 34.0 0.0 55.6 0.0 0.474 TL 21.65 PV Pipe: 67 251.8 2.703 PL 4.00 PF 3.2 70T 34.0 0.0 59.5 0.0 14.1 120 FTG T PE 0.0 11A 34.0 16.8 56.4 126.1 0.140 TL 22.65 PV Pipe: 68 125.7 2.703 PL 10.00 PF 0.4 11A 34.0 16.8 56.4 126.1 7.0 120 FTG ---- PE 0.0 12A 34.0 16.8 56.0 125.7 0.039 TL 10.00 PV Pipe: 69 251.2 2.703 PL 6.00 PF 3.4 70T 34.0 0.0 59.5 0.0 14.0 120 FTG T PE 0.0 10A 34.0 16.8 56.1 125.8 0.140 TL 24.65 PV Pipe: 70 125.4 2.703 PL 10.00 PF 0.4 10A 34.0 16.8 56.1 125.8 7.0 120 FTG ---- PE 0.0 9A 34.0 16.8 55.7 125.4 0.039 TL 10.00 PV Pipe: 71 244.3 2.703 PL 4.00 PF 3.0 71T 34.0 0.0 56.0 0.0 13.7 120 FTG T PE 0.0 7A 34.0 16.8 53.0 122.3 0.133 TL 22.65 PV Pipe: 72 121.9 2.703 PL 10.00 PF 0.4 7A 34.0 16.8 53.0 122.3 6.8 120 FTG ---- PE 0.0 8A 34.0 16.8 52.7 121.9 0.037 TL 10.00 PV Pipe: 73 243.7 2.703 PL 6.00 PF 3.3 71T 34.0 0.0 56.0 0.0 13.6 120 FTG T PE 0.0 6A 34.0 16.8 52.8 122.1 0.132 TL 24.65 PV Pipe: 74 121.6 2.703 PL 10.00 PF 0.4 6A 34.0 16.8 52.8 122.1 6.8 120 FTG ---- PE 0.0 5A 34.0 16.8 52.4 121.6 0.037 TL 10.00 PV Pipe: 75 243.3 2.703 PL 4.00 PF 3.0 72T 34.0 0.0 55.6 0.0 13.6 120 FTG T PE 0.0 3A 34.0 16.8 52.6 121.9 0.132 TL 22.65 PV Pipe: 76 121.4 2.703 PL 10.00 PF 0.4 3A 34.0 16.8 52.6 121.9 6.8 120 FTG ---- PE 0.0 4A 34.0 16.8 52.2 121.4 0.036 TL 10.00 PV Pipe: 77 242.7 2.703 PL 6.00 PF 3.2 72T 34.0 0.0 55.6 0.0 13.6 120 FTG T PE 0.0 2A 34.0 16.8 52.4 121.6 0.131 TL 24.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 121.1 2.703 PL 10.00 PF 0.4 2A 34.0 16.8 52.4 121.6 6.8 120 FTG ---- PE 0.0 lA 34.0 16.8 52.0 121.1 0.036 TL 10.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 28.1 ft/sec at pipe 64. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 m 0 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 0 e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS E E a 0 0 • 0 PN N O N N N to • . �r M N a� A 3 W .0 CO O• t. ca (r) c) [LI ro • 04 • O N 150.00 psi Resid: w N• 0 0) 5 04 5 m E 0. 04 0. u en a 0 0 0 0 • ro • • • O N E N O N • N O a E c O • 0 A a> a) +.) > � a) a . to ••i4.4 -d � 0.OQ. �a 14 N • m 0 r -- -A -d r-1 M C 0 • . ro • 1 tri 0' ar1 a� • U 0 U 0 .0 ro ro 5 Q) 0) • - w W n _ o N S-1 J-) -rl 0 En >r D ( aai 0 cn 0 U 3-I 0 0O V l0 O O O O O O 0 • O O O O O O O 1/40 C N O co l0 �I 1 -1 i LD a (Dw a• GGwcr) C4w-- O O N 0 N Lr) E a t9 o O O a co w O 0 N M N 0 O l0 r-1 0 0 values from Test Results icate extrapolated hed Lines 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS2B.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE 156+ 1 *\ I \ 143+ \\ 1 0\ 1 \\ 1 130+ 1 \\ 1 X 1 117+ \\ \\ 1 1 P104+ \\ R 1 \ E 1 \\ S I \ S 91+ \\ U 1 \ O R 1 \ E 1 \\ 78+ \ ( 1 \\ P 1 \ S 1 \\ I 65+ 1 1 \\ 1 52+ \\ 1 1 \\ 1 39+ 1 \\ 1 1 \\ 26+ LEGEND 1 1 X = Required Water Supply 20.0 psi @ 7461 gpm-> * 1 124.47 psi @ 1727.0 gpm Flow Test Point 13+ 1 0 = Available Water Supply 1 141.33 psi @ 1727.0 gpm " 1 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 0 • HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -5 SEBCO-SYS3 JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 5 SYSTEM 3 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1477.4 GPM N/A 250 GPM N/A N/A 1727.4 GPM @ &NPRS:SRC& WET N/A PSI PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.3 1727.4 132.6 Available pressure is 8.8 psi (6%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1727.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1477.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 34.0 K=16.80 52.0 121.1 2A 34.0 K=16.80 52.4 121.6 3A 34.0 K=16.80 53.7 123.1 4A 34.0 K=16.80 56.5 126.3 5A 34.0 K=16.80 52.0 121.2 6A 34.0 K=16.80 52.4 121.6 7A 34.0 K=16.80 53.7 123.1 8A 34.0 K=16.80 56.5 126.3 9A 34.0 K=16.80 52.2 121.4 10A 34.0 K=16.80 52.6 121.8 11A 34.0 K=16.80 53.9 123.3 12A 34.0 K=16.80 56.7 126.5 90 31.0 112.8 91 31.0 104.8 95 31.0 93.0 96 31.0 88.1 97 31.0 85.5 98 31.0 85.2 99 31.0 85.2 TR3 29.3 114.0 BR3 1.5 127.4 DC1 1.5 130.4 DC2 1.5 127.4 FLG 0.5 - - - - 131.1 CITY 0.0 SOURCE 132.6 1477.4 m 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1477.4 8.390 PL 25.00 PF 1.3 CITY 0.0 SRCE 132.6 (N/A) 8.6 140 FTG TLG PE -0.2 FLG 0.5 0.0 131.1 0.0 0.011 TL 113.00 PV Pipe: 2 1477.4 8.249 PL 0.50 PF 0.2 FLG 0.5 0.0 131.1 0.0 8.9 150 FTG L PE -0.4 DC1 1.5 0.0 130.4 0.0 0.011 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 130.4 0.0 3.0 psi, 1477.4 gpm DC2 1.5 0.0 127.4 0.0 Pipe: 4 1477.4 8.249 PL 2.08 PF 0.0 DC2 1.5 0.0 127.4 0.0 8.9 120 FTG ---- PE 0.0 BR3 1.5 0.0 127.4 0.0 0.016 TL 2.08 PV Pipe: 5 1477.4 8.249 PL 27.83 PF 1.3 BR3 1.5 0.0 127.4 0.0 8.9 120 FTG TB PE -12.1 eTR3 29.3 0.0 114.0 0.0 0.016 TL 82.83 PV Pipe: 6 1477.4 8.249 PL 8.00 PF 0.5 TR3 29.3 0.0 114.0 0.0 8.9 120 FTG E PE -0.7 90 31.0 0.0 112.8 0.0 0.016 TL 29.00 PV Pipe: 7 1477.4 8.249 PL 368.25 PF 8.0 90 31.0 0.0 112.8 0.0 8.9 120 FTG 6E PE 0.0 91 31.0 0.0 104.8 0.0 0.016 TL 494.25 PV Pipe: 8 1477.4 6.357 PL 130.00 PF 11.7 91 31.0 0.0 104.8 0.0 14.9 120 FTG 2ET PE 0.0 95 31.0 0.0 93.0 0.0 0.058 TL 204.00 PV Pipe: 9 1477.4 6.357 PL 68.50 PF 5.0 95 31.0 0.0 93.0 0.0 14.9 120 FTG E PE 0.0 96 31.0 0.0 88.1 0.0 0.058 TL 86.50 PV Pipe: 10 1477.4 6.357 PL 26.00 PF 2.5 96 31.0 0.0 88.1 0.0 14.9 120 FTG E PE 0.0 97 31.0 0.0 85.5 0.0 0.058 TL 44.00 PV Pipe: 11 984.3 6.357 PL 10.00 PF 0.3 97 31.0 0.0 85.5 0.0 10.0 120 FTG ---- PE 0.0 98 31.0 0.0 85.2 0.0 0.027 TL 10.00 PV ® Pipe: 12 492.1 6.357 PL 10.00 PF 0.1 98 31.0 0.0 85.2 0.0 5.0 120 FTG ---- PE 0.0 99 31.0 0.0 85.2 0.0 0.008 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 493.1 2.703 PL 19.17 PF 27.5 97 31.0 0.0 85.5 0.0 27.6 120 FTG 2ET PE -1.3 12A 34.0 16.8 56.7 126.5 0.487 TL 56.48 PV Pipe: 14 366.6 2.703 PL 10.00 PF 2.8 12A 34.0 16.8 56.7 126.5 20.5 120 FTG ---- PE 0.0 11A 34.0 16.8 53.9 123.3 0.281 TL 10.00 PV Pipe: 15 243.2 2.703 PL 10.00 PF 1.3 11A 34.0 16.8 53.9 123.3 13.6 120 FTG ---- PE 0.0 10A 34.0 16.8 52.6 121.8 0.132 TL 10.00 PV Pipe: 16 121.4 2.703 PL 10.00 PF 0.4 10A 34.0 16.8 52.6 121.8 6.8 120 FTG ---- PE 0.0 9A 34.0 16.8 52.2 121.4 0.036 TL 10.00 PV Pipe: 17 492.3 2.703 PL 19.17 PF 27.4 98 31.0 0.0 85.2 0.0 27.5 120 FTG 2ET PE -1.3 8A 34.0 16.8 56.5 126.3 0.485 TL 56.48 PV Pipe: 18 366.0 2.703 PL 10.00 PF 2.8 8A 34.0 16.8 56.5 126.3 20.5 120 FTG ---- PE 0.0 7A 34.0 16.8 53.7 123.1 0.280 TL 10.00 PV Pipe: 19 242.8 2.703 PL 10.00 PF 1.3 7A 34.0 16.8 53.7 123.1 13.6 120 FTG ---- PE 0.0 6A 34.0 16.8 52.4 121.6 0.131 TL 10.00 PV Pipe: 20 121.2 2.703 PL 10.00 PF 0.4 6A 34.0 16.8 52.4 121.6 6.8 120 FTG ---- PE 0.0 5A 34.0 16.8 52.0 121.2 0.036 TL 10.00 PV Pipe: 21 492.1 2.703 PL 19.17 PF 27.4 99 31.0 0.0 85.2 0.0 27.5 120 FTG 2ET PE -1.3 4A 34.0 16.8 56.5 126.3 0.485 TL 56.48 PV Pipe: 22 365.8 2.703 PL 10.00 PF 2.8 4A 34.0 16.8 56.5 126.3 20.5 120 FTG ---- PE 0.0 3A 34.0 16.8 53.7 123.1 0.280 TL 10.00 PV Pipe: 23 242.7 2.703 PL 10.00 PF 1.3 3A 34.0 16.8 53.7 123.1 13.6 120 FTG ---- PE 0.0 2A 34.0 16.8 52.4 121.6 0.131 TL 10.00 PV Pipe: 24 121.1 2.703 PL 10.00 PF 0.4 2A 34.0 16.8 52.4 121.6 6.8 120 FTG ---- PE 0.0 1A 34.0 16.8 52.0 121.1 0.036 TL 10.00 PV 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.6 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS OnSite Demand Press. 150.00 psi Resid: r-( g %/ %/ rI N 5 rn ' u a � � 0 '0 (j 0j E a) a) CI .0 0 O 0. N. -i —N +) Lt) 0 >•. v) FC N >. () —1 • H CO a a) 0 )-I 0 00 0 0 0 0 4 4 0 0 0 0 0 0 0 o 0 '.0 V' N O co ,--1 .-i ,--1 r -i CD4 (.744 ao4wcnrnaaw-- fl. u)•.1-- 0 O 0 O O O 0 N O 0 l0 0 0 a C.9 r -I 0 0 m 0 14 a) • 0 44 . a) E-4 o• o o w . —0 . (1 . ro 0 o •0 - N M �) ro 0 O a. . O ( N .1) O a) ' N m • U 6 N r -I hed Lines 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/20181-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE 156+ I *\ I \ 143+ \\ 1 0\ I \\ I X \ 130+ \ I \\ I \ I \\ 117+ \ I \\ I \ I \ P104+ \\ R 1 \ E 1 \\ s 1 \ S 91+ \\ U 1 \ ® R 1 \ E 1 \\ 78+ \ ( 1 \\ P 1 \ S 1 \\ I 65+ \ 1 \ I \\ 1 \ 52+ \\ I \ 1 \\ I \ 39+ \ I \\ I \ I \\ 26+ LEGEND II \ 1 „ \ 1 X = Required Water Supply20.0 psi @ 7461 gpm-> * I 132.55 psi @ 1727.4 gpm " Flow Test Point 13+ II 1 0 = Available Water Supply " I 141.32 psi @ 1727.4 gpm " 1 „ co 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 0 • 0 HYDRAULIC CALCULATIONS FOR SEBCO 11060 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 DRAWING NO. FILE NO. DATE: FP -5 SEBCO-SYS3B JUL 6, 2018 DESIGN DATA REMOTE AREA NUMBER: REMOTE AREA LOCATION: OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: TYPE OF SPRINKLER: SPRINKLER ORIFICE SIZE: SPRINKLER WATER FLOW REQUIRED: ALLOWANCE INSIDE HOSE: OUTSIDE HOSE: WATER CURTAIN/EXPOSURE SPRINKLERS: IN -RACK SPRINKLERS: TOTAL WATER REQ'D (INCLUDING ALLOWANCE): TYPE OF SYSTEM: VOLUME OF DRY OR PREACTION SYSTEM: WATER SUPPLY INFORMATION: STATIC PSI: 150 PSI RESIDUAL PSI: 20 PSI GPM FLOW: 7,461 GPM INSTALLING CONTRACTOR: ADDRESS: NAME OF DESIGNER: PHONE NUMBER: AUTHORITY HAVING JURISDICTION: 6 SYSTEM 3 STORAGE 52 PSI EHP 12 SPRINKLERS 100 SQ FT (MAX) ESFR 16.8k 1476.6 GPM N/A 250 GPM N/A N/A 1726.6 GPM @ &NPRS:SRC& PSI WET N/A PATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST, TACOMA WA 98424 PIETRO DEMONTE (253) 926-2290 CITY OF TUKWILA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7461.0 141.3 1726.6 124.4 Available pressure is 16.9 psi (12%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1726.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1476.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 34.0 K=16.80 52.0 121.1 2A 34.0 K=16.80 52.3 121.5 3A 34.0 K=16.80 53.6 123.0 4A 34.0 K=16.80 56.4 126.2 5A 34.0 K=16.80 52.0 121.2 6A 34.0 K=16.80 52.3 121.5 7A 34.0 K=16.80 53.6 123.1 8A 34.0 K=16.80 56.4 126.2 9A 34.0 K=16.80 52.2 121.4 10A 34.0 K=16.80 52.5 121.7 11A 34.0 K=16.80 53.8 123.2 12A 34.0 K=16.80 56.6 126.4 90 31.0 104.6 91 31.0 96.6 91B 31.0 96.6 92 31.0 92.4 93 31.0 •92.1 94 31.0 92.0 TR3 29.3 105.8 BR3 1.5 119.2 DC1 1.5 122.2 DC2 1.5 119.2 FLG 0.5 - - - - 122.9 CITY 0.0 SOURCE 124.4 1476.6 0 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1476.6 8.390 PL 25.00 PF 1.3 CITY 0.0 SRCE 124.4 (N/A) 8.6 140 FTG TLG PE -0.2 FLG 0.5 0.0 122.9 0.0 0.011 TL 113.00 PV Pipe: 2 1476.6 8.249 PL 0.50 PF 0.2 FLG 0.5 0.0 122.9 0.0 8.9 150 FTG L PE -0.4 DC1 1.5 0.0 122.2 0.0 0.011 TL 23.17 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1 1.5 0.0 122.2 0.0 3.0 psi, 1476.6 gpm DC2 1.5 0.0 119.2 0.0 Pipe: 4 1476.6 8.249 PL 2.08 PF 0.0 DC2 1.5 0.0 119.2 0.0 8.9 120 FTG ---- PE 0.0 BR3 1.5 0.0 119.2 0.0 0.016 TL 2.08 PV Pipe: 5 1476.6 8.249 PL 27.83 PF 1.3 BR3 1.5 0.0 119.2 0.0 8.9 120 FTG TB PE -12.1 110 TR3 29.3 0.0 105.8 0.0 0.016 TL 82.83 PV Pipe: 6 1476.6 8.249 PL 8.00 PF 0.5 TR3 29.3 0.0 105.8 0.0 8.9 120 FTG E PE -0.7 90 31.0 0.0 104.6 0.0 0.016 TL 29.00 PV • Pipe: 7 1476.6 8.249 PL 368.25 PF 8.0 90 31.0 0.0 104.6 0.0 8.9 120 FTG 6E PE 0.0 91 31.0 0.0 96.6 0.0 0.016 TL 494.25 PV Pipe: 8 1476.6 8.249 PL 0.58 PF 0.0 91 31.0 0.0 96.6 0.0 8.9 120 FTG ---- PE 0.0 91B 31.0 0.0 96.6 0.0 0.016 TL 0.58 PV Pipe: 9 1476.6 6.357 PL 74.42 PF 4.3 91B 31.0 0.0 96.6 0.0 14.9 120 FTG ---- PE 0.0 92 31.0 0.0 92.4 0.0 0.058 TL 74.42 PV Pipe: 10 983.8 6.357 PL 10.00 PF 0.3 92 31.0 0.0 92.4 0.0 9.9 120 FTG ---- PE 0.0 93 31.0 0.0 92.1 0.0 0.027 TL 10.00 PV Pipe: 11 491.8 6.357 PL 10.00 PF 0.1 93 31.0 0.0 92.1 0.0 5.0 120 FTG ---- PE 0.0 94 31.0 0.0 92.0 0.0 0.008 TL 10.00 PV Pipe: 12 492.8 2.703 PL 33.50 PF 34.4 92 31.0 0.0 92.4 0.0 27.6 120 FTG 2T PE -1.3 12A 34.0 16.8 56.6 126.4 0.486 TL 70.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 366.3 2.703 PL 10.00 PF 2.8 12A 34.0 16.8 56.6 126.4 20.5 120 FTG ---- PE 0.0 11A 34.0 16.8 53.8 123.2 0.281 TL 10.00 PV Pipe: 14 243.1 2.703 PL 10.00 PF 1.3 11A 34.0 16.8 53.8 123.2 13.6 120 FTG ---- PE 0.0 10A 34.0 16.8 52.5 121.7 0.132 TL 10.00 PV Pipe: 15 121.4 2.703 PL 8.00 PF 0.3 10A 34.0 16.8 52.5 121.7 6.8 120 FTG ---- PE 0.0 9A 34.0 16.8 52.2 121.4 0.036 TL 8.00 PV Pipe: 16 492.0 2.703 PL 33.50 PF 34.3 93 31.0 0.0 92.1 0.0 27.5 120 FTG 2T PE -1.3 8A 34.0 16.8 56.4 126.2 0.485 TL 70.80 PV Pipe: 17 365.8 2.703 PL 10.00 PF 2.8 8A 34.0 16.8 56.4 126.2 20.5 120 FTG ---- PE 0.0 7A 34.0 16.8 53.6 123.1 0.280 TL 10.00 PV Pipe: 18 242.7 2.703 PL 10.00 PF 1.3 7A 34.0 16.8 53.6 123.1 13.6 120 FTG ---- PE 0.0 6A 34.0 16.8 52.3 121.5 0.131 TL 10.00 PV Pipe: 19 121.2 2.703 PL 8.00 PF 0.3 6A 34.0 16.8 52.3 121.5 6.8 120 FTG ---- PE 0.0 5A 34.0 16.8 52.0 121.2 0.036 TL 8.00 PV Pipe: 20 491.8 2.703 PL 33.50 PF 34.3 94 31.0 0.0 92.0 0.0 27.5 120 FTG 2T PE -1.3 4A 34.0 16.8 56.4 126.2 0.485 TL 70.80 PV Pipe: 21 365.6 2.703 PL 10.00 PF 2.8 4A 34.0 16.8 56.4 126.2 20.4 120 FTG ---- PE 0.0 3A 34.0 16.8 53.6 123.0 0.280 TL 10.00 PV Pipe: 22 242.6 2.703 PL 10.00 PF 1.3 3A 34.0 16.8 53.6 123.0 13.6 120 FTG ---- PE 0.0 2A 34.0 16.8 52.3 121.5 0.131 TL 10.00 PV Pipe: 23 121.1 2.703 PL 8.00 PF 0.3 2A 34.0 16.8 52.3 121.5 6.8 120 FTG ---- PE 0.0 1A 34.0 16.8 52.0 121.1 0.036 TL 8.00 PV 0 0 0 0 e s SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO NOTES (HASS): (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.104 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.6 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe PAGE: B Diameter (in) Table Name: standard.pip MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 PAGE: D Diameter (in) 8.390 PAGE: G Diameter (in) 2.703 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 31.00 59.00 22.00 76.00 20.00 7.00 59.00 D N DPV1v NPTee 35.00 38.00 37.00 41.00 MATERIAL: DynaFlow HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO WATER SUPPLY ANALYSIS E a 0 ri k0 N 3W o� W wa - -1 (n a O 0 •O N 150.00 psi Resid: m E E H E co tO. p eaen u� a W w D'D 1 (1) ▪ (0 P k0 (I)i( Eko ▪ 0i0 � N ISI N a)I— ION V) r 7 N Ca V' V' t.) .—I U),--. • (I)H W ( o YI m) a) NJ 4J 0 cU a I -i -H a) -H a -H v) -H J -1-r1 V) (n C m -,.1 m a v a O a M a m -I ,--1 • ('-) Ori tr''0 bre trV v- . al 4� zH Available rl N 4 4 O • 0 U Q u. .b O +J ro m ill E a) 0 O 0 0 A 0 t~ 0 O N N +� -H(13 U ?i co d as a0 U 0 (n (0 0 )a 0 O 0O l▪ D 0 O O O O O O O O O O 0 0 0 0 kD V' N 0 40 l0 V' `-i - LI 4 141 a a w (.0 U) Ci) --- a. U) -r1 -- O O N hed Lines e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/2018-TC\11-2108 SEBCO\DOCUMENTS\HYDRAULIC CALCS\SEBCO-SYS3B.SDF JOB TITLE: SEBCO WATER SUPPLY CURVE 156+ *\ I \ 143+ \\ I 0\ \\ I \ 130+ \ \\ I X \ \\ 117+ \ \\ I \ I \ P104+ \\ R I \ E 1 \\ s I \ s 91+ \\ u 1 \ 410 R I \ E I \\ 78+ \ ( I \\ P I \ S I \\ I 65+ \ I \\ I \ 52+ \\ I \ \\ I \ 39+ \\ 1 \\ 26+ LEGEND I \ 1 X = Required Water Supply 20.0 psi @ 7461 gpm-> * 124.41 psi @ 1726.6 gpm Flow Test Point 13+ 1 0 = Available Water Supply 141.33 psi @ 1726.6 gpm " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) e e • pATRIOT E PIIOiECTIOU NIC. 2707 70TH Avenue East Fire sn�ns sage! Tacoma, WA 98424 TEL: (253) 9262290 FAX: (253) 922.6150 Fire Protection Submittal Seismic Bracing Calculations For SEBCO 11060 Tukwila International Blvd Tukwila, WA 98168 For Poe Construction 1519 West Valley Hwy N Auburn, WA 98001 HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 PATRI0T Job #11-2108 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 e • Intentionally Blank TOLBraceTM Seismic Calculations Project Address: SEBCO Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 IF�T4411 (253) 926-2290 Pawing Business � on 2013 NFPA Pamphlettt13 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 15' 0" (4.57 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) ~Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for TOLCO'*' components only. Use of any other components voids these calculations and the listing of the assembly. 7 0"(2.13 m Maximum Brace Length) Bracing Material 1" SCh.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.709 .' FIG 010 WAGE ."tt""""" ""°'°" \-6,EaPIPE —;G'I Fastener Information Fastener Orientation NFPA Type B Maximum Load 630 lbs (286 kg) Diameter 5/8in. Length 4in. Type HILTI KB -TZ WEDGE ANCHOR Brace Identification on Plans 8" RISER Orientation of Brace Riser Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 115ft (4.6 m) 1426 lbs (193 kg) ercentage added for Fittings and Sprinklers 15% 64 lbs (29.03 kg) Total Adjusted Load of all pipe within Zone of Influence 490 lbs (222 kg) (TOLBracen' Version 8) Use of TOLBrace" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 F:t•N Pttwedng SWIMS Worldwide 8" RISER NFPA Type B 8" Sch.10 Steel Pipe 15' 0" (4.57 m) Riser 1" Sch.40 7' 0" (2.13 m) 200 45° HILTI KB -TZ WEDGE ANCHOR 5/8in. x 4in. (4,000 PSI Normal Weight Cc 4in. Summary of Pipe within Zone of Influence 8" Sch.10 Steel Pipe (203.2 mm) 115ft(4.6m) e • G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 490 lbs (222 kg) 1310 lbs (594 kg) 630 lbs (286 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) CONCRETE WALL PANEL Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure itis attached to. Calculated with TOLBrace"' 8 Visit us at www.tolco.com e e NOTES: HILTI KB -TZ WEDGE ANCHORS IN 4,000 PSI NORMAL WEIGHT CONCRETE ANCHOR DIA. ,E, MIN. EFFECTIVE EMBED. DEPTH he 'D' MIN. EDGE DISTANCE ,S, MIN. SPACING BETWEEN ANCHORS (MAX 12") •Hr MIN. BASE MATERIAL THICKNESS, ALLOWABLE STRENGTH DESIGN (ASD) MAX. HORIZONTAL LOAD BRACE ANGLE MEASURED FROM VERTICAL SINGLE (LB) 30"•44" 45'•59" 60'-90' 318" 2" 6" 12" 4" 140 201 268 112" 2" 6" 12" 4" 157 230 316 1/2" 3114" 9 314" 12" 6" 315 455 620 518" 3 1/8" 9 1/2" 12" 5" 310 460 635 5/8" 4" 12" 12" 6" 435 630 855 314" 3 314" 11 114" 12" 6" 415 620 860 MAX. LOAD INCLUDES OVER STRENGTH FACTOR 00=2.5 PER ASCE 7-10, TABLE 13.6-1 TO SATISFY ACI -318-11. 1.) ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR -1917 (HILTI KB -TZ EXPANSION ANCHOR) FOR ANCHORS IN CRACKED CONCRETE. ALLOWABLE LOADS HAVE BEEN MULT1PUED BY 0.75 FOR ALLOWABLE LOADS GOVERNED BY CONCRETE FAILURE MODES PER ACI 318-11 APPENDIX D, D3.3.3.3 AND INTERACTION BASED ON 0.7.3. 2.) FOR ESSENTIAL FACILITIES, 50 PERCENT OF THE EXPANSION TYPE ANCHORS (ALTERNATE ANCHORS IN ANY GROUP ARRANGEMENT) SHALL BE PROOF TESTED TO TWICE THE ALLOWABLE CAPACITY IN TENSION. IF ANY ANCHOR FAILS, 20 CONSECUTIVE ANCHORS INSTALLED BY THE SAME TRADE MUST THEN ALSO BE TESTED BEFORE RESUMING 50 PERCENT TESTING. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF ANCHOR. 3.) FOLLOW AU. WEDGE ANCHOR INSTALLATION REQUIREMENTS PER ICC ESR -1917 (2013) 4.) WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE, AVOID DAMAGING REINFORCING STEEL 5.) WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE. LOCATE PRESTRESSING STEEL AND AVOID DAMAGING PRESTRESSING STEEL e NOTES CONTINUED: 7.) STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 8.) SPECIAL INSPECTION MAY BE REQUIRED PER CODE. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 9.) NOT USED 9.) TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL BE EQUAL TO THE ANCHOR DIAMETER. Seismic Bracing Detail Per NFPA 13.2013 Figures A.9.3.5.12.1 (a -c) and NFPA 13, 2016 Figures A.9.3.5.12.2 (a -c) &Annex Section E.7.2 °2B" 2.300 'SHOWN DIMENSION SAME FOR TOLCO FIG 910 Eaton "2D" 1,652 / CONCRETE ANCHOR °2A" 950 r -CONCRETE ANCHOR 1 800 TOLCOm Fig. 980 TOLCO" Fig. 909 Prying Factors Per NFPA 13, 2016 Section 9.3.5.12.8.2 (A) And Fig. 9.3.5.12.1 Designated Angle Category Tolco Figure 980 A B C 0 E F G H I Pr Pr Pr Pr Pr Pr Pr Pr Pr 3.275 1.156 0.844 1.461 1.156 1.891 3.478 2.459 2.008 Tolco Figure 909 A B C D E F G H I Pr Pr Pr Pr Pr Pr Pr Pr Pr 2.626 1.002 0.873 1.513 1.002 1.516 2.460 1.740 1.420 All dimensions in charts and on drawings are in inches. Dimensions sho,.,,m in parentheses are in millimeters unless otherwise specified. B -Line aeries Seismic Supports TOLBraceTM Seismic Calculations Project Address: SEBCO_ 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 Ej 1.T N (253) 926-2290 Powering 8USitleSS Wortdwide on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 15' 0" (4.57 m) Maximum Brace Length 0 (2.13 13 ) . 7 � ..--. - m . . . � Bracing Material 1" Sch.40 45° Mln. Angle from Vertical _ . _ ..._. ..._ .... ..... ....... . . ........ Least Rad. of Gyration 0.42' (11 mm) L/R Value 200 _. -.. _ .... _ . _.._... . Max Horizontal Load 1310 lbs (594 kg)_ 709 Force Factor (Cp) 0. , TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail Ih. it. - i� truwuve'WM '•', .. Cc*tSMit ""N""' WWI AtFastener ' SttEl PIP! UV. ,,,, UAW Information Fastener Orientation NFPA Type B Maximum Load 630 lbs (286 kg) Diameter5/bin4.;: Length 4in, Type HILTI KB -TZ WEDGE ANCHOR Brace Identification on Plans 6" RISER Orientation of Brace Riser Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length Total Calculated Load 115ft(4.6m) 245 lbs (111 kg) ",ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 37 lbs (16.79 kg) 282 lbs (128 kg) (TOLBraceT" Version B} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd Powering Business Worldwide _. Brace Identification 6" RISER Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 15' 0" (4.57 m) Orientation of Brace Riser Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener HILTI KB -TZ WEDGE ANCHOR 5/8in. x 4in. (4,000 PSI Normal Weight Cc Length of Fastener 4in. Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 115ft (4.6 m) e G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 282 lbs (128 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 630 lbs (286 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member CONCRETE WALL Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www tolco com c NOTES: HILTI KB -TZ WEDGE ANCHORS IN 4,000 PSI NORMAL WEIGHT CONCRETE ANCHOR DIA. ,E, MIN. EFFECTIVE EMBED. DEPTH het 'D" MIN. EDGE DISTANCE ,S, MIN. SPACING BETWEEN ANCHORS (MAX 12") .H. MIN. BASE MATERIAL THICKNESS ALLOWABLE STRENGTH DESIGN (ASD) MAX. HORIZONTAL LOAD BRACE ANGLE MEASURED FROM VERTICAL SINGLE(LB) 30°-44° 45 -50° 80--90° 318" 2" 6" 12" 4" 140 201 268 1/2" 2" 6" 12" 4" 157 230 316 1/2" 3 114" 9 3/4" 12" 6" 315 455 620 518" 3118" 9 1/2" 12" 5" 310 460 635 5/8" 4" 12" 12" 6" 435 630 855 3/4" 33/4" 11 114" 12" 6" 415 620 860 MAX. LOAD INCLUDES OVER STRENGTH FACTOR 00=2.5 PER ASCE 7-10, TABLE 13.6-1 TO SATISFY ACI -318-11. 1.) ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN. COMPRESSIVE STRENGTH OF 4,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR -1917 (HILTI KB -TZ EXPANSION ANCHOR) FOR ANCHORS IN CRACKED CONCRETE. ALLOWABLE LOADS HAVE BEEN MIILTIPUED BY 0.75 FOR ALLOWABLE LOADS GOVERNED BY CONCRETE FAILURE MODES PER ACI 318-11 APPENDIX D, D3.3.3.3 AND INTERACTION BASED ON D.7.3. 2.) FOR ESSENTIAL FACILITIES, 50 PERCENT OF THE EXPANSION TYPE ANCHORS (ALTERNATE ANCHORS IN ANY GROUP ARRANGEMENT) SHALL BE PROOF TESTED TO TWICE THE ALLOWABLE CAPACITY IN TENSION. IF ANY ANCHOR FAILS, 20 CONSECUTIVE ANCHORS INSTALLED BY THE SAME TRADE MUST THEN ALSO BE TESTED BEFORE RESUMING 50 PERCENT TESTING. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF ANCHOR. 3.) FOLLOW AU. WEDGE ANCHOR INSTALLATION REQUIREMENTS PER ICC ESR -1917 (2013) 4.) WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE, AVOID DAMAGING REINFORCING STEEL. 5.) WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE. LOCATE PRESTRESSING STEEL AND AVOID DAMAGING PRESTRESSING STEEL. e NOTES CONTINUED: 7.) STRUCTURAL ENGINEER Of RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 8.) SPECIAL INSPECTION MAY BE REQUIRED PER CODE. THE SPECIAL INSPECTOR MUST BE ON THE ,IOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. 9.) NOT USED 9.) TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL BE EQUAL TO THE ANCHOR DIAMETER. Seismic Bracing Detail Per NFPA 13, 2013 Figures A.9.3.5.12.1 (a -c) and NFPA 13, 2016 Figures A.9.3.5.12.2 (a -c) &Annex Section E.7.2 2.300 *SHOWN DIMENSION SAME FOR TOLCO FIG 910 Eaton "2D" 1.652 / CONCRETE ANCHOR "20" 1.800 TOLCOm Fig. 980 °2A° 950 r -CONCRETE ANCHOR TOLCO' Fig. 909 Prying Factors Per NFPA 13, 2016 Section 9.3.5.12.8.2 (A) Arid Fig. 9.3.5.12.1 Designated Angle Category Tolco Figure 980 A B C ID E F G H I Pr Pr Pr Pr Pr Pr Pr Pr Pr 3.275 1.156 0.844 1.461 1.156 1.891 3.478 2.459 2.008 Tolco Figure 909 A B C D E F G H I Pr Pr Pr Pr Pr Pr Pr Pr Pr 2.626 1.002 0.873 1.513 1.002 1.516 2.460 1.740 1.420 All dimensions in charts and on drawings are in Indies. Dimensions sho'w,m in parentheses are in millimeters unless otherwise specified B -Line aerie Seismic Supports Size and Type of Pipe 8" Sch.10 Steel Pipe (203.2 mm) Total Length Total Calculated Load 50ft (15.2 m) 11421 lbs (645 kg) ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 213 lbs (96.62 kg) 1634 lbs (741 kg) {TOLBraceT" Version 8) Use of TOLBraceTM' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Project Address: SEBCo 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Patriot Fire Protection, Inc. 2707 - 70th Ave E Tacoma, WA 98424 Eli - ill (253) 926-2290 RngBusrnesswwfdwrde on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 50' 0" (15.24 m) Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) L/R Value 200 Max Horizontal Load 2595 lbs(1177 kg)G.1=11= Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 4LA Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are forTOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail 5456 'Olt* 010 *IS °"`�" "`""�" ' °"" ;ai;Vez. . i ewce .rF�.Melor r 0ir1 Sof ,Illk �." T°l�° �q �. ®W14E t tit; , f ®� �• IO } Ol `-`,:'9714, U U"Fq- S, IS Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/A N/A Fig.825 Across Beam Brace Identification on Plans SB -1 Orientation of Brace Longitudinal Size and Type of Pipe 8" Sch.10 Steel Pipe (203.2 mm) Total Length Total Calculated Load 50ft (15.2 m) 11421 lbs (645 kg) ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 213 lbs (96.62 kg) 1634 lbs (741 kg) {TOLBraceT" Version 8) Use of TOLBraceTM' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd f'awenng Business Worldwide Brace Identification SB -1 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 8" Sch.10 Steel Pipe Spacing of Brace 50' 0" (15.24 m) Orientation of Brace Longitudinal Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8" Sch.10 Steel Pipe (203.2 mm) 150ft (15.2 m) e G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 1634 lbs (741 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace 0 8 Visit us at www.tolco corn Size and Type of Pipe 8" Sch.10 Steel Pipe (203.2 mm) Total Length Total Calculated Load 140ft (12.2 m) 11137 Ibs (516 kg) ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 171 Ibs (77.57 kg) 1307 Ibs (593 kg) {TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E elk Tacoma, WA 98424 E -.•N 11060 Tukwila Int Blvd (253) 926-2290 PowerrngBusrnessWorldwrde Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) Maximum Brace Length 9' 0" (2.74 m) Bracing Material 1.25" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.54" (14 mm) UR Value 200 Max Horizontal Load Ibs(986 kg)BAR Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly T2173 ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail G. 825 IBRACE� ` FIG. 980 BRACE ,�I PIPE y� •�*•��•� •JOTS®SWAYLCO �����*� n -i t1 if,' Fastener Information Ilk Fastener Orientation Maximum Load Diameter Length Type NFPA Type I 1745 lbs (792 kg)mi, N/A N/A Fig.825 FIG. 1001 TOLCO ST CLAMP �f�♦ Brace Identification on Plans SB -2 Orientation of Brace Lateral Size and Type of Pipe 8" Sch.10 Steel Pipe (203.2 mm) Total Length Total Calculated Load 140ft (12.2 m) 11137 Ibs (516 kg) ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 171 Ibs (77.57 kg) 1307 Ibs (593 kg) {TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd • Po enng Business Waridwide Brace Identification SB -2 Brace Type (Per NFPA#13) NFPA Type I Braced Pipe 8" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1.25" Sch.40 Maximum Brace Length 9' 0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8" Sch.10 Steel Pipe (203.2 mm) 1 40ft (12.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 1307 lbs (593 kg) 2173 lbs (986 kg) 1745 lbs (792 kg) 2395 lbs (1086 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com Size and Type of Pipe TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E A Tacoma, WA 98424 11060 Tukwila Int Blvd (253) 926-2290 Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Powering & messWorfdwrde 568 lbs (258 kg) Brace Information TOLCOTM Brace Components 879 lbs (399 kg) Maximum Spacing 20' 0" (6.1 m) Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 60° Min. Angle from Vertical"Please Least Rad. of Gyration 0.623" (16 mm) L/R Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT Detail FIG. 825 SWAY BRACE FIG. 980— BRACE STEEL PIPE,,� � Total Adjusted Load of all pipe within Zone of Influence VAL, �U7I e r, -- U is .4 --, r ' Fastener Fastener Information 14 ~ ft - Fastener Orientation NFPA Type F Maximum Load 1745 lbs (792 kg) Diameter N/A Length 9 N/A Type Fig.825 Across Beam TOLCO FIG. 2002 SWAY BRACE ATTACHMENT O O - Brace Identification on Plans SB -3 Orientation of Brace Lateral Size and Type of Pipe Total Length (iotai Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 20ft (6.1 m) 568 lbs (258 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 243ft (74.1 m) 879 lbs (399 kg) Oft ercentage added for Fittings and Sprinklers 15% 217 lbs (98.43 kg) Total Adjusted Load of all pipe within Zone of Influence 1664 lbs (755 kg) (TOLBraceni Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 � S /� 11060 Tukwila Int Blvd a f Powenng Baseless WOddwee Brace Identification SB -3 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 8" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8" Sch.10 Steel Pipe (203.2 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 243ft (74.1 m) e e G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1664 lbs (755 kg) Material Capacity 2595 lbs (1177 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBracem software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Size and Type of Pipe Total Length TOLBraceTM Seismic Calculations Project Address: SEBCO .. 11060 Tukwila Int Blvd Tukwila, WA 98168 Job # 11-2108 Calculations based Patriot Fire Protection, Inc. 2707 - 70th Ave E Wortdwrde Tacoma, WA 98424 (253) 926-2290 Powering Business on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components 15% Maximum Spacing 50' 0" (15.24 m) Maximum Brace Length 9' 0" (2.74 m) Bracing Material 1.25" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.54" (14 mm) L/R Value 200 Max Horizontal Load 2173 lbs (986 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 4LA Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading `Please Note: These calculations are forTOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail 04106 IC6c0 MPS .4R�6,Sn,. lP4C! ATIACA lM ', WIMPSAOc„; OMB/InIlk 114.61t , '"`" """" MACS APT 0 * T �• A � 4- ' li ". [O' ,i ,„.L„ lq.0 "' • 4 P5; 16 B' VS, 4 'nn'11 / 1634 lbs (741 kg) Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type I 1745 lbs (792 kg) N/A N/A Fig.825 Brace Identification on Plans SB -4 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 150ft (15.2 m) 11421 lbs (645 kg) ^ercentage added for Fittings and Sprinklers 15% 213 lbs (96.62 kg) Total Adjusted Load of all pipe within Zone of Influence 1634 lbs (741 kg) {TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -4 NFPA Type 8" Sch.10 Steel Pipe 50' 0" (15.24 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence E:T•N Pawenng Busyness Wafd sde 8" Sch.10 Steel Pipe (203.2 mm) 150ft (15.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1634 lbs (741 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 4LA Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBraceT" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceT" 8 Visit us at www.tolco.com Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length 170ft (21.3 m) Total Calculated Load 1143 lbs (518 kg) ercentage added for Fittings and Sprinklers 15% 171 lbs (77.57 kg) Total Adjusted Load of all pipe within Zone of Influence 1314 lbs (596 kg) (TOLBraceT"" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E sok Tacoma, WA 98424 E _T• N 11060 Tukwila Int Blvd (253) 926-2290 Powering BnsrnessWortdwrde Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 70' 0" (21.34 m) Maximum Brace Length 9' 0" (2.74 m) Bracing Material 1.25" Sch.40 60° Min. Angle from Vertical*Please Least Rad. of Gyration 0.54" (14 mm) L/R Value 200 Max Horizontal Load 2173 lbs(986 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 4LA Clamp 1386 lbs (629 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) 'Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOTN components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail *Ana ! i°,.00 Ha an BAR S,"aT ""�"A"a`""efT 'UN! TOW° rt9 Ng uNIV614114.SWAY r ®fie tsar. awe � i "`'""" , eRarf AVTAdaKRT J/ ®� ' i '� ,i 10 aie.,. "b... IS' ,rn, Fastener Information .. Fastener Orientation Maximum Load Diameter Length Type NFPA Type I 1745 lbs (792 kg) N/A N/A Fig.825 Brace Identification on Plans SB-5 Orientation of Brace Longitudinal Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length 170ft (21.3 m) Total Calculated Load 1143 lbs (518 kg) ercentage added for Fittings and Sprinklers 15% 171 lbs (77.57 kg) Total Adjusted Load of all pipe within Zone of Influence 1314 lbs (596 kg) (TOLBraceT"" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd ffi Powering 8umess Worldwede Brace Identification SB -5 Brace Type (Per NFPA#13) NFPA Type I Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 70' 0" (21.34 m) Orientation of Brace Longitudinal Bracing Material 1.25" Sch.40 Maximum Brace Length 9' 0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) I 70ft (21.3 m) e G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 1314 lbs (596 kg) 2173 lbs (986 kg) 1745 lbs (792 kg) 1386 lbs (629 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'' 8 Visit us at www.tolco.com Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length l Total Calculated Load 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 217ft (66.1 m) 785 lbs (356 kg) 'ercentage added for Fittings and Sprinklers 15% 167 Ibs (75.75 kg) Total Adjusted Load of all pipe within Zone of Influence 1278 Ibs (580 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 E_T•111 11060 Tukwila Int Blvd (253) 926-2290 PowenngBaseness Wotdwrde OW Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) LIR Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST ATTACHMENT TOLCO UNIVERSAL SWAYBRACE ATTACHMENT Detail FIG. 825 SWAY BRACE ``y FIG. 980—_ •• !�••• ■nn - U is alif •4 w,.• I Fastener Information STEEL PIPE •' Oj .l. _ Fastener Orientation Maximum Loadi Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/A N/A Fig.825 Across Beam 4„ TOLCOSWAY BRACE ATTACHMENT O Brace Identification on Plans SB -6 Orientation of Brace Lateral Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length l Total Calculated Load 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 217ft (66.1 m) 785 lbs (356 kg) 'ercentage added for Fittings and Sprinklers 15% 167 Ibs (75.75 kg) Total Adjusted Load of all pipe within Zone of Influence 1278 Ibs (580 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd Brace Identification SB -6 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence E:T•N Powering Business Worldwide 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 217ft (66.1 m) G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1278 lbs (580 kg) Material Capacity 2595 lbs (1177 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace*' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.toko com Size and Type of Pipe Total Length TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 E_'[•N 11060 Tukwila Int Blvd (253) 926-2290 Pawenng&usvnessWorldwrde Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 `40ft (12.2 m) Brace Information TOLCOTM Brace Components ercentage added for Fittings and Sprinklers Maximum Spacing 40' 0" (12.19 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 450 Min. Angle from Vertical"Please Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1310 lbs(594 kg)TOLCO Force Factor (Cp) 0.7091 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) "Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL TOLCO FIG. 1001 . FAST CLAMP4 Detail FIG. 825 BRACE FIG. 980 BRACE /�I PIPE •. •••-�*, �.����� r* 0 Fastener Information IIIIk Fastener Orientation Maximum Load Diameter Length Type NFPA Type H 1425 lbs (646 kg) N/A Fig.825 e Brace Identification on Plans SB -7 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) `40ft (12.2 m) 653 lbs (296 kg) ercentage added for Fittings and Sprinklers 15% 98 lbs (44.46 kg) Total Adjusted Load of all pipe within Zone of Influence 751 lbs (341 kg) {TOLBraceT" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd 1414 Brace Identification SB -7 Brace Type (Per NFPA#13) NFPA Type H Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence Powenng &syness Worrdwrde 6" Sch.10 Steel Pipe (152.4 mm) 1 40ft (12.2 m) e G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15°/0 751 lbs (341 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco com Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length 140ft (12.2 m) Total Calculated Load 653 lbs (296 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 98 lbs (44.46 kg) 751 lbs (341 kg) {TOLBraceT" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. LProjectAddress: SEBCo 2707 - 70th Ave E Tacoma, WA 98424 FMN 11060 Tukwila Int Blvd (253) 926-2290 Powering 8usinessWortdw�de .. Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) Maximum Brace Length 13' 6" (4.12 m) Bracing Material 1.25" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.54" (14 mm) UR Value 300 Max Horizontal Load lbs(438 kg)BAR Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 2395 lbs (1086 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly JOIST SWAYLCO T966 ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail G. 825 BRACE••��• ��,► .�lite � r� FIG. 981 ' U BRACE I • .• /�I PIPE "� Fastener Information isk Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/A N/A Fig.825 Across Beam TOLCO FIG. 1001 .4., FAST CLAMP � O Brace Identification on Plans SB -8 Orientation of Brace Lateral Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) Total Length 140ft (12.2 m) Total Calculated Load 653 lbs (296 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 98 lbs (44.46 kg) 751 lbs (341 kg) {TOLBraceT" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SEBCO Job # 11-2108 elk* � 11060 Tukwila Int Blvd l Pawenng 8us+ness Wortdwede - Brace Identification SB -8 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1.25" Sch.40 Maximum Brace Length 13' 6" (4.12 m) Slenderness Ratio used for Load Calculation 300 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 1 40ft (12.2 m) e G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 751 lbs (341 kg) 966 lbs (438 kg) 1745 lbs (792 kg) 2395 lbs (1086 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBracer" 8 Visit us at www.tolco com Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) 1 Total Length I Total Calculated Load 10ft (3 m) 163 lbs (74 kg) 3" Sch.7 Steel Pipe (76.2 mm) 133ft (40.5 m) 677 lbs (307 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 112ft (34.1 m) 405 lbs (184 kg) 5' 'ercentage added for Fittings and Sprinklers Total Adjusted Load of all pipe within Zone of Influence 15% 187 lbs (84.83 kg) 1432 lbs (650 kg) {TOLBraceT" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 11060 Tukwila Int Blvd (253) 926-2290 Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 r • N Powering BusinesslMorldwrde Brace Information TOLCOTM Brace Components Maximum Spacing 10' 0" (3.05 m) Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) L/R Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT Detail FIG. 825 SWAY BRACE •j•Qj• ���!!���, tip ■ n-. FIG. 980- -- U is BRACE 441IAill •4 Fastener Information STEEL PIPE I' ra Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/AFIG. N/A Fig.825 Across Beam 2002 TOLCOSWAY BRACE ATTACHMENT e O O Brace Identification on Plans SB -9 Orientation of Brace Lateral Size and Type of Pipe 6" Sch.10 Steel Pipe (152.4 mm) 1 Total Length I Total Calculated Load 10ft (3 m) 163 lbs (74 kg) 3" Sch.7 Steel Pipe (76.2 mm) 133ft (40.5 m) 677 lbs (307 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 112ft (34.1 m) 405 lbs (184 kg) 5' 'ercentage added for Fittings and Sprinklers Total Adjusted Load of all pipe within Zone of Influence 15% 187 lbs (84.83 kg) 1432 lbs (650 kg) {TOLBraceT" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd Powering Business VYafdmde Brace Identification SB -9 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 10' 0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 3" Sch.7 Steel Pipe (76.2 mm) 2.5" Sch.7 Steel Pipe (63.5 mm) 10ft (3 m) 133ft (40.5 m) 112ft (34.1 m) e G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 2002 Clamp Fig.980 Universal Swivel Structural Member 15% 1432 lbs (650 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace'' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace' 8 Visit us at www.tolco.com Size and Type of Pipe 4" Sch.10 Steel Pipe (101.6 mm) Total Length [Total Calculated Load 20ft (6.1 m) 167 lbs (76 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 148 lbs (67.14 kg) 1136 lbs (515 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 E_T•N 11060 Tukwila Int Blvd (253) 926-2290 PowenngeusMesslMordwde Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) Maximum Brace Length 10' 5" (3.16 m) Bracing Material 1.5" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.623" (16 mm) LIR Value 200 Max Horizontal Load 2595 lbs (1177 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 2002 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT Detail FIG. 825 SWAY BRACE--"----...„ -"� FIG. 980—.. BRACE • ••• !?"Sjtt -* r U i, A •• -� Fastener Information STEEL PIPE • Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/A N/A Fig.825 Across Beam FIG. 2002 TOLCOSWAY BRACE ATTACHMENT NkO Brace Identification on Plans SB -10 Orientation of Brace Lateral Size and Type of Pipe 4" Sch.10 Steel Pipe (101.6 mm) Total Length [Total Calculated Load 20ft (6.1 m) 167 lbs (76 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 148 lbs (67.14 kg) 1136 lbs (515 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job* 11-2108 11060 Tukwila Int Blvd • i Powering 8usrness Worldwrde Brace Identification SB -10 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 2002 Clamp Fig.980 Universal Swivel Structural Member 15% 1136 lbs (515 kg) 2595 lbs (1177 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) 1745 lbs (792 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBraceT" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco corn Size and Type of Pipe 4" Sch.10 Steel Pipe (101.6 mm) Total Length Total Calculated Load 173ft (22.2 m) 1610 lbs (277 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 91 lbs (41.28 kg) 701 lbs (318 kg) {TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 IFIT•N 11060 Tukwila Int Blvd (253) 926-2290 Powenngaweless Wwdwrde Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 73' 0" (22.25 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail 04010 I01.00 eat KS OA aafl W. exaOAR .nTsna. FIJN Y6 Ob W '• muce anacmei: #. Aro g, d NAGE~eE / s�.�.a9g4v la�+•.• MACS anacwfir �� P ' I "- Ka ,,!°.'-'74, n ,795) ! l Fastener Information • Fastener Orientation Maximum Load Diameter Length Type NFPA H 1425 lbs (646 kg) N/A N/A Fig.825 Brace Identification on Plans SB -11 Orientation of Brace Longitudinal Size and Type of Pipe 4" Sch.10 Steel Pipe (101.6 mm) Total Length Total Calculated Load 173ft (22.2 m) 1610 lbs (277 kg) 'ercentage added for Fittings and Sprinklers 15% Total Adjusted Load of all pipe within Zone of Influence 91 lbs (41.28 kg) 701 lbs (318 kg) {TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 � i /may 11060 Tukwila Int Blvd s ( Powering Business Wortdwrde Brace Identification SB -11 Brace Type (Per NFPA#13) NFPA Type H Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 73' 0" (22.25 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) I 73ft (22.2 m) G -Factor Used 0.709 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4LA Clamp Fig.980 Universal Swivel Structural Member 15% 701 lbs (318 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 707 lbs (321 kg) 1425 lbs (646 kg) STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBracerm software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco com Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) ercentage added for Fittings and Sprinklers 1 5% 172 lbs (78.02 kg) Total Adjusted Load of all pipe within Zone of Influence 1319 lbs (598 kg) (TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Tacoma, WA 98424 11060 Tukwila Int Blvd (253) 926-2290 Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 PowenngBusiness Worfdwrde Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11 mm) L/R Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are forTOLCOT"" components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail FIG. 825*�� BRACE FIG. 980 BRACE •ito. >"hoe fI II U ! *lik . y, Fastener Information PIPE •Isk� ��♦ Fastener Orientation Maximum Load Diameter Length Type NFPA Type F 1745 lbs (792 kg) N/A N/A Fig.825 Across Beam TOLCO FIG 1001 FAST CLAMP �♦4 I.• Brace Identification on Plans SB-12 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 327 lbs (148 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) 821 lbs (372 kg) ercentage added for Fittings and Sprinklers 1 5% 172 lbs (78.02 kg) Total Adjusted Load of all pipe within Zone of Influence 1319 lbs (598 kg) (TOLBraceT" Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO Job # 11-2108 11060 Tukwila Int Blvd I Pownang Basmess Worldwide Brace Identification SB -12 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 20ft (6.1 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 227ft (69.2 m) e G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1319 lbs (598 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"' 8 Visit us at www.tolco com TOLBraceTM Seismic Calculations Patriot Fire Protection, Inc. Project Address: SEBCO 2707 - 70th Ave E Pay Tacoma, WA 98424 11060 Tukwila Int Blvd (253) 926-2290 Tukwila, WA 98168 Job # 11-2108 Calculations based on 2013 NFPA Pamphlet#13 Total Calculated Load PowenngBuswressWoddwwde Brace Information TOLCOTM Brace Components Maximum Spacing 30' 0" (9.14 m) Maximum Brace Length 9' 0" (2.74 m) Bracing Material 1.25" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.54" (14 mm) L/R Value 200 Max Horizontal Load 2173 lbs(986 kg)e.mJJcera"A. Force Factor (Cp) 0.709 TOLCOTM Component Fig. Number Adjusted Load Fig. 4LA Clamp 1386 lbs (629 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. tNe '% `. S *CC ATT.as.DIT f snipVT, tf" Assembly Detail e•u.L /01.1.0 AIS NS CeAn"�" ._u^u„V „� ,� d♦ w .cwr - ece .ne. - f 563 lbs (255 kg) "ACK MIS , ®' _ _ is ' tla' Ni i IB iKl ♦'I 16 .ro1'w Fastener Information PR Fastener Orientation""': N FPA Type F Maximum Load 1745 lbs (792 kg) Diameter N/A Length N/A Type Fig.825 Across Beam I Brace Identification on Plans SB -13 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 30ft (9.1 m) 490 lbs (222 kg) Ilk ercentage added for Fittings and Sprinklers 15% 73 lbs (33.12 kg) rTotal Adjusted Load of all pipe within Zone of Influence 563 lbs (255 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SEBCO 11060 Tukwila Int Blvd L Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-2108 SB -13 NFPA Type F 6" Sch.10 Steel Pipe 30'0"(9.14m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 60° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence F:T•N Powering Business Worldwide 6" Sch.10 Steel Pipe (152.4 mm) I 30ft (9.1 m) e G -Factor Used 0.709 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 563 lbs (255 kg) Material Capacity 2173 lbs (986 kg) Fastener Capacity 1745 lbs (792 kg) Fig. 4LA Clamp 1386 lbs (629 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte * The description of the Structural Member is for informational purposes only. TOLBracer' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'"' 8 Visit us at www.tolco com ( ❑ Without Comment; ❑ As Noted in Red lEr Per The Attached Letter 12,;1 LA FIRE D7-TiL .T EI T .U2 e tai; 2 ` 575-44 7 =rd 1., Permit No. 1..S Iso, Shut - _.,.r n Gr re.rwri-1.2B approvZ.I. hese plans have been reviewed by The Tukwila Fire evendon Bureau for conformance w+G1 current City dards Acce .12 subject tr errors and '2SIOnS which ,Or z t v ar 235 - odoptad dards and on.7;:ro,rccs. The r 0) ; 2 r ty for the 'eot.lacy of v ` C:` - d7LIcrier. dons,/0 le 0fls ,-Eb:12b,i0723, TO 1225/'O.- a ti 0g -after G dace too! told TI" 2L:nce and 41 feauire a UOmittO of r_-vix..2 u oK- .y$ f -3r s 4O:_ctl rte. aR, :' n' acepta ,,.' IS suiolect to i e'd test and inspection b The Tu wIla Firs Prevent Bureau. Dote: i0 ' - �� BI: , SI 0--6 .-- 2 SYSTEM #1 2 - 2'i2 2�z 21/z 2821 0-6 TYPICAL HANGER TO BE '4E' U.N.O. 2V2 2 2 1/2 `2-C•3-- /2 -E• 0-6 0-6 21 21/2; 0-6 2 /2 /2 21/2 21/2 V2 2 2 2 20/2/ 0-6 I 22/..222 0-6 212 21/2 2vz, 0-6 1 22 92, 1 1-6 I 2/ . Ft EXs2 828 a°: f•0 - r t,(EX.2 /2 21/2 L2V2 2/2 E.3- H --'r ---I4---N}- 16 I y 1-6 Y 2 I �1 'I CJ vy CJ 2Vz 2/2 21/2 2Vz 2v2 0-6 2 2' 2 21/2 2/2 2' -- t• ---N 2 2 2Y2/ 0-6 21K2 3 z% 0-6 2 /2 2 /2 2 2'/2 ---E--1 1 r 11 - -C.31- 2'/2 0-6 212 2 2 21/2 243- 2V 2 /2 2V 0-6 2 /2 li. • 21/2 LLJ 21/2 a- 222 fir-/=/ -0 2 /2 2V2 21/2 f•}I--- --3 -- 2'hf 0-6 T, 21/2 2 /2 6- 21/2 --EE- -H-l+. -- 2'3 2'/2 %2 v2 ti 21/2 .7 Ao 1 9 2 z .} 2 z 2Y2 LTC- -I 2 2Y2 . .3 - 22 -r 600 0-6 6 1-6 2V2 11 -- - 2 /2 1-0 2112 E1---T--f•3 1 0-6 21/2 2112 2 /2 -EI- - - t- f•} 1-0 21/2 zV2 2/2 0-6 2v2 f•}=y=*1i- 2,2_•3- 2'/2/.3, 1-n 2 2 z /2 a 5i , .}I---/2 -- 2/z 222 2/2 / 2-6 12- 8 0-s2 Yz K� 2 ♦H 2/2 2v2 acd- 2'/2 2 /2 ,y =6/ 2,8 1` 21/2 •23 - -2 21/2 2V2 f.3 z 2 2!2 21 V2 BC 29'-T 1 22222.2 2112 2V2 z Da 21/2 d1/2 2 z 2 V2 2J 0-6 900 7 Y 802 - Jn-\ 2'12 K3-- 2/z --.}.- 2/2-{•}-2=/2 -I 2'/2 2 z 2 T IRE SPRINKLER PLAN EAST .1mono 1L mom •i milms. ILUNNINNIvri 11111.11 •G� agMJIan Me 0 OWN11111 MN= 1114Aikerum potwo'61vy rm rtnou 1 ,:ID .} 2 /2 /2 2 V/2 SYSTEM #3 2 2 .} 2 /2 21/2 2 /2 .3- 2122 21/2 ICJ -6 -2 /2 21/2 2,h ICI FLOW TEST DATA: STATIC: RESIDUAL: FLOWING: 150 PSI 20 PSI 7,461 GPM SCALE: 1/8"= 1'-0' 4100 GENERAL NOTES 1. DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. C•I DENOTES EXISTING ESFR FIRE SPRINKLER TO REMAIN. A HANGER LEGEND "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP EYELET F G H 1'N II TYPICAL HANGER TO BE '4E' U.N.O. SCOPE OF WORK ADD SPRINKLERS FOR NEW OFFICE T.I. WALLS AND CEILINGS. M N HDIP CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT .} -fa-2--1 21/2 21/ 2 /2 .} -2_2 2122 IGI 6 2 2 POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE STATE CERTIFICATION rIRI. ROTIC ION 7PXIRRLIR SYSTEM Matthew Greene 9819-0311-C Level Patr .t FI eP'rotectlon, Inc. PA - CF /NO SPRINKLER SPRINKLER ORIFICE SIZES AND TYPE 5 3 8 7 1 SPRAY 76 i6 2 0 6 33 SPRAY 111 3 7 1 TO 3 SIDEWAU. DRY TYPE :} -Ct '22Vz -I12_ --{..] 21/2 [13 - FIRE SPRINKLER PLAN WEST a BOD ICC 2 - WAY EARTHQUAKE BRACE 4._ 4 - WAY EARTHQUAKE BRACE ."..0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES FITTING LEGEND P PIPE -0 -LET F PLAN END FIT nTrovo SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE • ELME MAKE TE/413 RATING • CO APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED MODEL TYPE MOH CONCD/ED OR COWLS THREAD SIZE ORIQCE SIZE HEAD FINISH BRONZE en 165 IlifrE 165 444) BOD 21/2 212 A 21/2 11060 TtikW118 international Boulevard' 21/2 sr KEY PLAN 2,2 47844) 2,6 1/2 410 VICINITY MAP 21/2 21/2 21/2 2 68 I 1/2c24-6 L13- 2 82 PATRIOT START RAT AT FLANGES ABOVE FINISHED FLOOR ALL UNDERGROUND PPM TO BE INSTALLED BY OTHERS PROVIDE 2" OF ANNULAR CLEARANCE AROUND PIPES AS THEY PASS THROUGH FLOORS OR CEILINGS. DO NOT POUR SOLID TO PIPE. _ W/ MOUNTING BRACKET EX. RISER DETAIL FOR REFERENCE SCALE Va'=1I-0- NETV MEW TEE IN mow BRANCHUNE 2 02 1 21/2 21/2 2 042 2 721/2 0-6 2 02 TYP. FLEX IE3LE SPRINKLER DETAIL SCALE: NTS TYPICAL - ARMOVER JOIST LAG BOLT EYELET 3/6" ALL THREAD ROD & RING HANGER SIZE PER PLAN TYP. HANGER DETAIL 21/2 464,2 SCALE: NTS 2627 188 3302, 0-6 21/2 - - 21/2 2 0-6 QUAUTY CONTROL BY APPROVED FOR FABRICATION BY GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE Kw AND IA. LISTED OR RI APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE ENO TO END. 3. EARTHQUAKE BRACING RIMS BE PROVIDED IN ACCORDANCE WIN NEPA PAMPHLET NO. 13, .2EA3_801110N. 4. PIPE NANIERS OD METED OF HANGING TO BE IN ACCORDANCE WRII NEPA PAMPHLET NO. 13, 2013 EDITION. 5. PIPING MALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 2013 EDITOR 6. JOININ0 OF PIPE AND FITTINGS, THREADED WELDED, SHALL BE IN ACCORDANCE WITH FHA PAMPHLET NO. 13, 2013 EDITION. 01310 TO PROWN ADEQUATE HEAT 144 AREAS PROTECTED BY A WET PIPE SPRINKIER SYSTEM TO PREVENT WATER 94 PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED EN OTHERS 9. PAINTING OF PIPE ECIUIPIAEDT OF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE EOUIP1300 OF REQUIRED) TO BE PROVIDED BY 01180R5 DESIGN CRITERIA 1. DESIGN PER NFPA 13 (2013 EDMON). PIPE NOTES 1. ALL THREADED PIPE TO BE SCH. 40 BLK. 2. ALL GROOVED/WELDED PIPE TO BE SCH. 10 BM REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: POE CONSTRUCTION P.O. BOX 1838 AUBURN, WA 98071 PROJECT NAME. ARIZONA TILE TI 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA ATRI OMIT WWW.PATRIOTFIRE.COM FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER DATE JOB NO. MATT GREENE SHEET 10/2/18 12-21454 SEBCO DEVELOPMENT FIRE ALARM & DETECTION SYSTEM FIRE &SECURITY www.kinyelectric.com JOB CONTACTS GENERAL PROJECT INFORMATION SHAWN LEHMAN SHAWNOKIREIYELECTRIC.COM DRAWING/DESIGN INFORMATION SERGY K. SERGYKOKIRBYELECTRIC.COM TECHNICIAN SCHEDULING PAUL HOSKINS PAULHOKIRBYELECTRIC.COM SHEET INDEX PAGE: DESCRIPTION FA1 COVER SHEET FA2 FIRE ALARM DETAIL/RISER FA3 FIRE ALARM BATTERY CALCULATIONS FA4 FIRE ALARM PLAN — WEST FA5 FIRE ALARM PLAN — EAST FA6 FIRE ALARM PLAN — ENLARGED OFFICE ACC E P '3' o Without Cornrn.2nt$ 0 As Noted in Red 0 Per Th AttachLetter dans revilwed by ThpTuM1fiire -tinnhue rmac0.1P-.F.Pz City •C7,. 7.,,;(11.ect r!).Zr7C,!-.7, V•nr. c...';vt..v-c • - aft -r approval. :--- Finai TraTu1wb 2-). C.- I aPA .f,.1.pection by .E4W1144.11.-- FIRE DEPARTVEri P:e.;.,--srL, ail 20-573-1407 .Lrd giv Fire Permit No. and exact Pddre5 for shut- down or ra.t..oratIon opp-rovat JURBY FIRE &SECURITY www.klrbyelectrle.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: PAD 4( 217 LTt$8 2018 lbailLX FIRE ,,..-------... (i.NICET \ Certified FA Level Al $124064 Shawn A. Lehman ) Expires 11/1:0•2/, NI4*.%&.•–.1- ..., s•-•.... .....,-,– COVER SHEET SCALE: SEE PLAN 15XTE:03-30-18 DRANK BY: CHECKED BY: S.A.L. s.K. FA1 JOB No.: 17-116 OF m FIRE ALARM LEGEND SYMBOL DESCRIPTION HEIGHT FIRE ALARM CONTROL PANEL 1 FACP1 HORN/STROBE (NAC) FIRE ALARM ANNUNCIATOR I FAA l (SLC) IP.S1 POWER SUPPLY ni WALL MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING exi CEILING MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING �. WALL MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING b� CEIUNG MNT. FIRE ALARM STROBE ONLY INDICATES CANDELA RATING Di WALL MNT. FIRE ALARM HORN ONLY 01 CEIUNG MNT. FIRE ALARM HORN ONLY ED FIRE ALARM BELL E FIRE ALARM MANUAL PULL STATION OSMOKE DETECTOR OH HEAT DETECTOR r©j DUCT SMOKE DETECTOR El< BEAM SMOKE DETECTOR IK BEAM REFLECTOR 5 DRY FLOW SWITCH ® WATERFLOW SWITCH H© HIGH/LOW AIR QT TAMPER SWITCH PIY POST INDICATOR VALVE AFF FIRE MANUAL .NQC STATION 48' MAX (ADA) •2AI( (NEPA) INPUT MODULE FOR DUCT DETECTOR DUCT DETECTOR TEST SWITCH El INPUT MODULE DUAL INPUT MODULE BCDE 10 INPUT MONITOR MODULE RELAY MODULE ® CONTROL MODULE aRCUITI END OF LINE RESISTOR / 1 ABOVE CEIUNG DEVICE (WP) WEATHER PROOF (LF) LOW FREQUENCY (N) NEW (E) EXISTING (R) RELOCATE NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS DEVICE HEIGHT SCHEDULE DEVICE SYMBOL HEIGHT OUTDOOR HORN/STROBE 98" HORN/STROBE (NAC) 80" PULL STATION (SLC) 48" FIRE ALARM CONTROL PANEL 60" POWER SUPPLY (NAC) 60" BELL LESS r PERMIT / 966. ANNUNCIATOR MAGNETIC DDDR 60" WIRING LEGEND MOUNTING HEIGHTS SYMBOL DESCRIPTION SUPPLY NOTE: DIMENSIONS ARE TO THE CLOSEST EDGE OF THE DETECTOR jj uralT 4. A 14 GAUGE 2 CONDUCTOR (NAC) B 16 GAUGE 2 CONDUCTOR (SLC) C 16 GAUGE 4 CONDUCTOR (5 -BUS) 0 12 GAUGE 2 CONDUCTOR (NAC) {j CIRCUIT NUMBER LESS r PERMIT / GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER LIMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS. SHORTS. AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA 253-859-2000 FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN. WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTHFORD. CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYE1077BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA FIRE ALARM SYSTEM MATRIX SCALE M.T.S. TYPICAL Irk �; EP,VI L[5— L.I Ll LF LF LFJ E e F .L F. F ® LI SLC ,_2! LT., Ti LL FA 75 WP 4.71,11 FA -2 FA FA -4 RJ31X TELCO RJ31X TELCO r-120VAC PS1-1 1 115 115 7 0 1 u L E L iFi [ 1=1 5 7k0 30 0 PS1-2 15 15 15 v 30 15 15 15 15 15 161 IfI I4I I 1 101 1`51 It• I I I jl to lb, 115 115 115 115 PS1-3 4.7k0 PS1-4115 115 115 4.7k0 161 45 16 4.7k0 CV In 0_ PS2-1115 115 115 115 115 4.7ka —16-16-16-1.W115 15 115 115 115 115 PS2-2 4.7kn 115 115 115 115 115 PS2-3 4.7kn PS2-4115 115 15 ti 115 4.7k0 Q'`Q 101 131 101 1o, 4.71,0 V Y 115 PS3-1 4.7k0 115 115 115 115 115 115 PS3-24.7k0 115 PS3-3115 115 115 4.7k0 115 115115 PS3-41E0 co �I 4.7k0 FIRE ALARM RISER 115 47k0 161 SCALE: N.T.S. 4.7k0 h1RBF FIRE &SECURITY rww&Irbyek,ctrle.00m 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: NICET ,{/ Certified FA Level IV #124064 F Shawn A. Lehman Expires 1111/2020 —. FIRE ALARM DETAIL/RISER ALESEE PLAN DATE`03-30-18 DRAWN BY: S.K. CHECKED BY.S.A.L. SHEEE FA2 JOB No.: 17-116 OF MOUNTING HEIGHTS CEILING A/C ',FUSER 3' (MIN)FLUORESCENT 1 SUPPLY NOTE: DIMENSIONS ARE TO THE CLOSEST EDGE OF THE DETECTOR jj uralT 4. SHOWN NOTES: 1 �^�'5M0%E(kEAT C . �-& UNG MWNTED— NSUAC ONLT DETECTGR DEVICES S` -� _^ j NOT PERMITRD PERM[TTED NERE HERE DOOR -�- ,m01,4$ f •/ 4. 12" / MA% /. 51NCHRONREO #GRE PULL STATION LESS r PERMIT / / THAN TFKi V 3441. MAGNETIC DDDR 3 WATER FLOW • y M ANYI.DVfE'M be um FACP HG60FR TAMPERS p , • 96' MAX 5 PIV ±+ • j { P140000 FLOCK 66' AFF FIRE MANUAL .NQC STATION 48' MAX (ADA) •2AI( (NEPA) • / 4 • 00ViCES SHGMN DF.'Ft0T OE1400 TEPES ONLY. A BCDE FIRE ALARM SYSTEM MATRIX SCALE M.T.S. TYPICAL Irk �; EP,VI L[5— L.I Ll LF LF LFJ E e F .L F. F ® LI SLC ,_2! LT., Ti LL FA 75 WP 4.71,11 FA -2 FA FA -4 RJ31X TELCO RJ31X TELCO r-120VAC PS1-1 1 115 115 7 0 1 u L E L iFi [ 1=1 5 7k0 30 0 PS1-2 15 15 15 v 30 15 15 15 15 15 161 IfI I4I I 1 101 1`51 It• I I I jl to lb, 115 115 115 115 PS1-3 4.7k0 PS1-4115 115 115 4.7k0 161 45 16 4.7k0 CV In 0_ PS2-1115 115 115 115 115 4.7ka —16-16-16-1.W115 15 115 115 115 115 PS2-2 4.7kn 115 115 115 115 115 PS2-3 4.7kn PS2-4115 115 15 ti 115 4.7k0 Q'`Q 101 131 101 1o, 4.71,0 V Y 115 PS3-1 4.7k0 115 115 115 115 115 115 PS3-24.7k0 115 PS3-3115 115 115 4.7k0 115 115115 PS3-41E0 co �I 4.7k0 FIRE ALARM RISER 115 47k0 161 SCALE: N.T.S. 4.7k0 h1RBF FIRE &SECURITY rww&Irbyek,ctrle.00m 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: NICET ,{/ Certified FA Level IV #124064 F Shawn A. Lehman Expires 1111/2020 —. FIRE ALARM DETAIL/RISER ALESEE PLAN DATE`03-30-18 DRAWN BY: S.K. CHECKED BY.S.A.L. SHEEE FA2 JOB No.: 17-116 OF A 8 CD E NOTES: 1 SMOKE DETECTOR • • 2 PULL STATION 3 WATER FLOW • • 4 TAMPERS • 5 PIV • 6 DUCT DETECTOR • • A BCDE FIRE ALARM SYSTEM MATRIX SCALE M.T.S. TYPICAL Irk �; EP,VI L[5— L.I Ll LF LF LFJ E e F .L F. F ® LI SLC ,_2! LT., Ti LL FA 75 WP 4.71,11 FA -2 FA FA -4 RJ31X TELCO RJ31X TELCO r-120VAC PS1-1 1 115 115 7 0 1 u L E L iFi [ 1=1 5 7k0 30 0 PS1-2 15 15 15 v 30 15 15 15 15 15 161 IfI I4I I 1 101 1`51 It• I I I jl to lb, 115 115 115 115 PS1-3 4.7k0 PS1-4115 115 115 4.7k0 161 45 16 4.7k0 CV In 0_ PS2-1115 115 115 115 115 4.7ka —16-16-16-1.W115 15 115 115 115 115 PS2-2 4.7kn 115 115 115 115 115 PS2-3 4.7kn PS2-4115 115 15 ti 115 4.7k0 Q'`Q 101 131 101 1o, 4.71,0 V Y 115 PS3-1 4.7k0 115 115 115 115 115 115 PS3-24.7k0 115 PS3-3115 115 115 4.7k0 115 115115 PS3-41E0 co �I 4.7k0 FIRE ALARM RISER 115 47k0 161 SCALE: N.T.S. 4.7k0 h1RBF FIRE &SECURITY rww&Irbyek,ctrle.00m 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: NICET ,{/ Certified FA Level IV #124064 F Shawn A. Lehman Expires 1111/2020 —. FIRE ALARM DETAIL/RISER ALESEE PLAN DATE`03-30-18 DRAWN BY: S.K. CHECKED BY.S.A.L. SHEEE FA2 JOB No.: 17-116 OF •. cla00610)od5alvee _ Project NamelAZT 11 .Project 10:L8090 �.:. Honeywell © M 8808 Battery Calculator (SK) Version 1105.29 Gbeawolaavet,ez Project Namejsaboo "_ Project 0 Prepared By: Date:} .. - -..., i Stan&oy Hams: Alar Mns:1 Derallg Factor.( 1biLga Drop Warning Threshold %1 �[ ._. -:-.1 Development AZT T1 24 16-090 1 : 5 :I -.. 1 Sergy Kamshchuk 1.2 12/17/2018 '- 0.000 : 10 i 6,010 mea _•1 Modd: 6808 Add.. Fire Alan Control Panel Mao NAC Current 3.0 Amps. 0,000 6808 loca 1Rser Room Vdts: 24 VDC-. - - - Max Panel Current 6,0 Amps 0.000 0.000 0.000 ,'. Ckt# Clmot Name ply Current Draw Wire AWG Ohms Per ten915(8) Actua Vons 6 %Drop , _ ._ S Alar - & Type ' 1000 Ft. ' One -Way `Ohms ` EOL -6808 6808 CTRL P , 1 0,170 0.365 0.000 SK-:. - Photo, Photo -T, PhotoR 3 O.Ooi 0.001 0.000 sK Heat, Heat -HT, ROR 0.000 0.000 SK - Beam. Beam T 0.000 0000 r -= SK - Duct 0.000 0.000 a"- - - SK . Acclimate 0.000 0.000 . - SK FIRELO 0.000 0.900 .. - SKFHOTO-W Photo W - OOD 0.000 . SK IA 0-9 W Photo --W - 0.000 0000 SK -PHOTO -T -W Phot T -W L 0.000 0.000 \ ; SK-HEATW -.Heat-W - 0.000 0000 SK-HEAT ROR-709081 OR-ol 0.000 0 000 SK-HEAT4IT-W Heat T6 0000 0.000 c - SKControl - 0.000 0.000'1 ..: - SK -. , Con9 1-8 - 0.000 0,000 - - =... SK- RelayMW-2 0.000 0.000 : - SK - Monitor, Minima, 0.000 0,000 OK..... -Monitor-2 3 0.002 0.002 - SK - Mon000-10 0.000 0.000 OK '-'Pul.SA. Put -DA ✓ 21 0.008 0.008 SK Relay 0,000 0.000 - _.' SK - Relay B ... 0.000 0.000 -. - OK Zane 0,000 0.000 - SK .. Zone '8 -- 0000 0.000 e. -. A SK - 68(9180 Modula 0.000 0.000 822461 - 60110/ Base 0.000 0.000 62005R --Sounder Base 0.000 0000 ' - - 02005 ' intelligent 0000der Base 0.000 0.000' . 6200SR4.F "low Freq Sounder Base 0.000 0.000 - - 620054E Low Freq sounder Base ; 0.000 0.000 ' - 822446 Relay Base 0.000 0.000 -- - 915151 MagnaB Remda Test 9 0.000 0.000 RTS151KEY Key Aed T 0.000 0.000 -• RA1002 R LED 0.000 9.000 ? - -LCD Remme Annunn + 0,000 0 000 + - z - 5824 SenoUPamII Moduk 0.000 0000 ,= ..:5490 - Power Ex pander `-- 0.000 0000 589575 Power Expender 0.000 0.000 ;. `09004 LED Annunciator(4G) 0,000 0.000 -58653 LED Anmr (3G) ' 0.000 0.000 .`-- -; -5880 IED Diner Module 0.000 0.000_ -' 5883 - 4407 Module : 0.000 0.000 - ' SK -NC Network Input Card - 0,000 0.000 - - SK -FML MUA84.tode Fteer Card 0.000 0.000 SK-FSL- - 8191 bde FOer Card - 0,000 0.000 - - NAC #1 66 0 00419, App Oimult erg- 0.000 0.176 I•I25974 • 1.59 50 - 0.18 - 20.37 0.14% NAC#.2 Ndltcatat App Circuit ehi 0.000 0,176 013568 • 159 520 • 1 85 20.38 0.12% NAG #3 NodeaOon App Circuit ere 0.000 0.015 0125004 • ,-. 1,59 30 :0.10 - 20.40 0,01% NAC#4 Nddcanfan App Circuit o0 0,000 0.015 •125004 - 1,59 340 1.08 20.38 0.08% -. Total Standby Cuaent (Amp,) 0.181 0.015 Total Alan Current ((Amps) - - -- Standby Time kt Hours 24 - 0.773 Mar Tim, h Minutes 100 (5 060,) - - - - ! To Smndby AH Regtdred 4.345 0.083 ITolal Alar AH Required - _ Tota Camtared AH Requirt0 441 0,064 Command Shortcuts .. Mu6lpiy 87 The Deraisg Factor 1.20 Mhimum battery AmpHoure Remit red 5.24 L ( Contour* Circuits 1 Print Page ( JU BY FIRE &SECURITY 5495 Power Expander Calculations Version 02-18 09 Panel D. !PS2 Location: [Riser Room Ohba Proledvates Project Name:IAZT TI Project 0418-090 Prepared 65110.rgy Kamshchuk Date: i2r172018. Model: 5495 Power an Voile 24 VDC ,Standby Hours: 24 :I: Alan Mins.' 5 Derating Factor Voltage Drop NYming -.. Thmhold%. Max Panel 1 1.2 I I 10 1 Cunei: 36 Amps Curren: 6.0 Amps t8 5405 NAC #t 5495 Port Module i t Coment Draw Wim AWG Ohms Per. Length(8). Actual Volts( %Drop Standby_ Alar - & Type 1000 Ft. One -Way.. Ohms ' 600' 5495 Cimuit 1 crg NAC #2 NAC #3 NAC #4' Aux 54950, tilt erg. 5495 Cimuit 3 crg 5495 Circuit 4 "0. 5405 Aux Paver Out 000 0.075 0000 0.000 0000 0.000 0,000 Total Standby Current (Amps) 0075 0205 0,848 .12 Sorel 1.59 0,819 0125obtl • 1,59 0.877 012 Som - 1.59 0.818 12500,tl 1.59 0.000 •145oim • 2.52 3.588 Tota Alan, Curren (Amps) 361 331 280 230 0.89 0.73 0.00 10.43 19.54 1962 19.80 20.40 4.77% 4.23% 3.83% 2 94% 0.00% Standby Trete h Haers 24 0.083 Alar Time In Minutes 160 (5 Mins) Total Standby AH Required 1.800 0.297 Total Alarm AN Requhed Total Combined AH Required 2.10 y the Deming Factor Minimum Battery Ampiours Required 252 Wire res see cesarebaselupmenaneieNlene«doreot'2degrees f. aemere of themnimad,floe,eobeiwee,0o1d andsnarded wkenod,narened wamede. FIRE ALARM BATTERY CALCULATIONS SCALE N.7.S - Pudectaformation Project Name: 5ebco Development AZT Ti Prepared By. Sergy Kamshchuk Project ID: 18-090 Date: 12/17.4018 - Ckt. Number. NAC #1 CM. Name Notification Apd Circuit Panel D: 880 U at, System sensor a5, 1 user Denied Imer Derrred eaze Current Draw -Each Current Draw Total Standby Alar Standby Alar 0015089e 5500 OU10/ • 1 0.000: 0.178 0,000 0.176 • 0.000 if 0.000 • f 0.000 0.000 0.000 0.000 0.000 0.000 8,a Denne4 0.000 ". 0.000 0.000 0.000 0,000 0.000 < Return To Main Edit Device Database 1 Totals 0.000 0.176 Ckt. Number. NAC #2 Ckt Name Nddcatio, Apd CInuit Panel D: 6808 U,e i et on ANN Cohn • Device Cu Current Draw Total Standby Alar'- Standby Alan 54ere Knight power Supply irr09er User Deemed • [ 0. 0.015 0.000 0.015 0. 0.000 0.000 0.000 User Defined User Debased • 0.000 ! 0-000 0.000 0.000 • i 0.000 - 0.000 0.000 0.000 0.000 0.000 <Retum To Main 1 Edt Deuce Database 1 Totals 0.000 0015 Ckt. Number NAC #3 Ckt Name: Ndilcation App Circuit Panel 0: PS2 -.Max Cimuit Current: Panel D: - U,e:l 6808 NeMue0on Aopi COwd • Ory -.. Device t 0,000 Current Draw Each Current Draw Total Standby Mann , Standby Alam 1 !Ment [mod power Suaph7n99e. •t 0.000 0015 0.000 0.015 0.374 i 6,010 mea _•1 0.000 0.000 0,000 0.000 t 0.000. (User Deemed -•1 0.000 0.000 0.000 0.000 1 User Defined • f 0.000 0.000 0.000 0.000 1 0.000 1 ' 0,000 0.000 0.000 0 M <Retum To Man Edt Deuce Database 1 Totals 0.000 0015 Ckt, Number, NAC #4 CM. Name 90(4catiot App Circuit Panel D: 6808 Use: rs0000aton Ap0,Ca Oily Current Draw Each Current Draw Total Standby Alar Standby Alan 1 !sum Use, Geared 1m«nenned I User Defined xn19m Power 5upp07,99st • i 0.000 • € 0.000 0.015 0.000 0.015 0.000 0.000 0.000 • 1 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 Totals 0.000 0.015 - pmtealnton,emn Project Name: AZT 11 Prepared By: Sergy Kamshchuk Project ID: 18-090 Date: 12/172018 Ckt. Number NAC #1 - - Ckt. Name: 5495 Circuit 1 - Panel 0: PS2 -.Max Cimuit Current: 3 Amps - - Qty Deice -: Current Draw Each -Standby -Alar Current Draw Total Standby Alar 3 150, sens0, sit strade 111506 t 0,000 0.158 I 0.000 0.474 2 Sys0en. Sensor C21Hgnrhtrobe 1115061 - 0.000 0.187 1 - 0.000' 0.374 :0.000: Unused • f 0.000 0.000 1 0.000 0.000 t 0.000. Unused • 0.000 .0.000- 0.000 0.000 0.000: 1 f'- 0.000 _.. !_ 0.000 0.000 <Rohn To Power Supply Conlg Edit Device D 50se 1 Totals) 0.000 0 Ckt Number NAC #2 - Pane D: PS2 Ckt Name: 5495 Grcud 2 Max Circuit Current 3 Amps Cunei Draw Each Current Draw Tota Standby Alar - Standby -Alar 4 Wee, Sensor SO. Wo,* 01500 ' • t - 0,000 0.156 f 0.000 - 0.632 1 System sensor :02.1.60, vobe 115adf • 1 0.000 0.187 -) 0.000 0.187 0.316 unused •b.. 0.000 0.000, - 0.000 - 0.000- 0,000 Unused • / .. 0.000 :0.000: 0.000 - 0.000 0.000 0.000 0.000 t 0.000. 0.000 0 Return To Power Supply Contig Edo Device Database 1 Totals! 0000 0.819 Ckt. Number, NAC #3 '. Girt Name 5495 Circud 3 Panel D: PS2 Max Circuit Current 3 Amps Qty - Device - Current Draw Each Current Draw Tota Standby Alan-' Standby Man 2 i System Sensor 0Ct Strobe 2115x0 • t 0.000 0.158 " 0.000 0.316 3 1 SI01en Sensor 0C.H0malroben0Scdt •1__0.003 0.187 0,000 0,561' • } 0.000 I, 800004 • 1 - 0.000 0.000 0.000 0.000 0.000 0.000 !Unused • / 0.000 0,000 0.000 0.000 - 0.000: 1 1 0.000 _.. 0.000 0,000 <Retum To Power Supply Con9g Edit Device Database Totals 0.000 1 0.877 0kt Number. NAC #4 Ckt. Name: 5495 Ca cu6 4 Panel Et PS2 - Max 01=0 Current " 3 Amps Panel D: PSt Max Circuit Current 3 Amps Dhdce -: - Curren Draw Each - Current Draw Total Standby Alar - Standby Alar 4 11910001 sensor 5Ct strobe ,:ser t 0.000 0.158 0.000 0.632 1 IS9slen Sensor KZ. e•cmcfStrobeofSoli • f - 0.000 0.187 0.000 0.187 S.stem Sensor SCI Strobe I30cdi !unused • } 0.000 0,000 c 1 0.000 0.000 0.083 Unused :•j. 0000 j. 0.000 0.000 0.000 0.187 i 0.561 I 0.000` 0.000: ( Totals: 0.000 0.819 'I.i�BY FIRE &SECURITY 5495 Power Expander Calculations Version 02 08 09 " GOSSApje0l00es --_ Pmatt Name:IAZT TI 1 Standby Houls:l 24 i1 Project 0118-090 1 Alan Mina) 5 -:-' Prepared By: ! = Derating Factor. Date: - Witege Drop Warning Threshold %. 'Sera/ Kamshchuk 112117/2018 Panel D I 1.2 I I 10 1 NAC Current 3.0 Amps az Panel Current; 8.0 Amps Circuit Name Current Draw Standby Alarm Wire AWG Chins Per gth(8) Actual Volts & Type - ' 1000 Ft. One -Way Ohms " 201 0,09 5495 5495 Pwr Module 1 0.075 0.205 NAC 41 5495 0110011 1 erg 0.000 0685 01250 1.59 NAC 42 5495 0rcuit 2 crg 0.000 NAC #3 5495 Cimuit 3 c,0 0.000 NAC #4 Aux 5495 Ci it 4 crg 0000 5495 Aux Power Out erg 0.000 Total Standby Current (Amps 0.075 0.624 01250:8 1.59 0.308 0125058 __ 1.59 0,474 01250:8 • 1.59 0.000 0145019 • 2.52 2.274 Tatar Alam Current (Amps} 245 300 250 0,72 0.78 0.95 '• 0.80 0.00 10.92 19.91 2002 20.40 2.33% 2.38% 143% 1.80% 000% Stamby Time In Hours Tota Standby AN Required 24 0.083 Alar Time In Minutes / 60 (5 Mins) 1-800 0.190 Total Alar AH Required Total Combined AH Required Multiply By Tha Denting Factor 1. 9 Wreres stances afeoaselupon en ante"ens tenpereureof 72degrees F. Bemuse 1.20 orthe minimda,roencebehmen sora and strardedwrenodi0erenial w:made. Minimum Battery AmpHaurs Required 239 IIIBBY FIRE &SECURITY 5495 Power Expander Calcula5ons Version 02 18 09 Prepared 8y:Seg Kamshchuk Date: 112/17/2018 Panel 0: [PS3 Location: INE Comer of Warehouse 1:: Vdta: 24 5495 Power Expander Max NAC Current3.0 Amps Max Panel Current 6.0 Amps t Name. 5495- NAC 61 NAC #2 NAC #3 NAC #4 5495 Pwr Module - .Current Draw Were AWG Ohms Per Lenglh(0) Actual Volts 9 Stardb) Alam 8 Type 1000 Ft. One -Way Ohms EOL F--- t 0,075 0.205 - - - 5495 Circuit 1 ora 0.000 6495 Circuit 2 crg 0.000 5495 Circuit 3 crg 0.000 0,187 •1250110 1-008 012 Solid 0.861 017 Solid 5495 Circuit 4 crg 0.000 0.861 0/2 Solid Aux 5495 Aux Power Out erg 0.000 Total Standby Current (Amps) 0.075 1.59 • 1.59 1,59 • 1.59 0.000 014 Solid • 2.52 2.720 Taal Alar Curren (Amps) 75 270 200 250 250 0.24 0,88 0.84" 0.80 20.36 19.54 19.98 19.87 20.40 0.22% 4.23% 2.08% 2.58% 0,00% Standby Time k1 Hours 24 0.083 Mann Time In Minutes 160 -- Total Standby All Required 1.800 0.227 Taal Alan AH Required Total Combined AH Required Multiply By The Derating Factor idmum Battery AmpHours Regsred 2.03 1.20 2.43 Wire resistances aretasaf uponenambinl teogeaueof 72 decrees, Bemuse of the urn imeld"raercebebree,sold andstraded wirenedMerenl8wit rade. Prolec1 irdmelon Project Name: AZT 11 Prepared Sr Sergy Kamshchuk Project ID: 18.090 Date: 12/17/2018 Ckt. Number. NAC #1 `' Ckt. Name: 5495 Circuit 1 .. - - Panel D: PSt Max Circuit Current 3 Amps -_ DeNce - •t Current Draw Exh - Current Draw Total Standby Afar/: Standby.-- ' --Alar 1 weans sensor SCI. 51m15e )0'011 Total Alam 0.187 0.000 0.041 0.000 0.041 •} S.stem Sensor SCI Strobe I30cdi • 0,000 0.063 0.000 0.083 3 *St.!) Sensor 002 m,100000 n100m • 0.000 0.187 0.000 0.561 • 1 I unused - • I 0.000 0.000 _.. - 0.000 0.000 1 1 I 1 0.000 0.000 ' 0,000 0.000 <Re0m To Power Supply ConAg 1 Edo Device Database 1 Total 0.000 0.865 001. Number. NAC #2 ' - CM. Name: 5495 Ciruft2 Panel D PS1 ,. Max Circuit Current A Oily Device 8 'f system Sensor 0Ct500 De 0001 i l System Senso0SC0 Strobe 13001 Current thaw Each Current Draw Total Standby Alar ' Standby Alam • 1 0.000 0.041 0.000 0.328 sof PM -2e Ho1NSbone • t 0,000 0.063 • 0.000 k 0.090 0.000 0.083 0.000 0.090 Sensor 4021 Hom/Strebe 05041 0 0.143 0.000 0.143 0.000 0.000 < Reoim To Power Supply Contig 1 Edit Deuce Database Totals 0.000 0.824 CM. Number. NAC #3 Ckt Name: 5495 Circuit 3 Panel D: PS1 Max Ci'tuft Current: 3 Amps Oty Device Current Draw Each Current Draw Total Stancty Alarm Standby Alar 2 ; 5y1001, Sensor 00L Strobe (3001 2 (System Sensor PC27Hem151eabe 430061 iU •f o.000 0.063 • 0.000 - : 0.000 0.000 0.000 0.000 0.126 0,000 0.110 Un • F 0.000 ' 0.000 0.000 0,000 0.000 0.000 0,000 - 0.000 <Retum To Power Supply Cont) 1 Etllt Device Database ( Totals 0.000 0.306 CM. Number: NAC #4 Ckt. Name 5495 arc 4 Panel D. PST Max Cimuit Current: 3 Amps Oy Currant Draw Each Cunent Draw Total Standry Alar Standby - Alar I5)rtea 5ensm SO. Strom 01100 Unused i Unused 0.000 !0.158 • / 0.000 0.000 • 1 0.000 1 0.000 - 0.000 O.o00 0,000 0.474 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0.000 ( Totals 0.000 0.474 Circtit Cortfig Print 00110000 Detail - Protect nfomal.° Project Name: AZT 11 Prepared By. Sergy Kamshchuk Project 10: 18-090 Date: 12/17/2018 Ckt, Number. NAG #1 - -:.. CM. Name 5495 Circuit l 0 - - Panel D: PS3 Max Circuit Curren 3 AmPS - ., Oy -Device t - •t Conant Draw Standby 0.000 Each - Alar " 0.187 Current Draw - Standb ` 0.000 Total Alam 0.187 1 !system tens«PCv.nom,slrane ptscai 0.000 u uua •} 0.000 • 0.00P O. 0.000 -Unused • 1 0.000 00 0.000 0 00 0.000 j 4105e8 • 1 0,000 0.000' 0,000 0-000 0.000 0.000 1 1 I 1 0.000 0.000 <Reium To Power Supply Contig 1 Edit e Database 1 Totals 0.000 0.187 CM, Number. NAC #2 Ckt Name: 5495 Circuit 2 Panel 0: PS3 Max Circuit Current: 3 Amps Ory >0' Dtwce _ Current Draw Exh Current Draw Total Standby- Alar Standby ,• Alar 4 i Synent Sersor SM. cob l0 z re • F 0.000 0.158 0.000 0.632 2 !system Sensor PCL H0mnuobe 1115.1 • 0.000 - - 0.187 = 0.000 : 0.374 Unused • t 0.000 0.000 0.000 0.000 1 unused • ( 0.000 - 0.000 0.000 0.000 1 I 1 0.000 0.000 <Retum To Power Supply Con4g Edit Deice Database I Tot'a19 0.000 8.006 CM, Number, NAC #3 - Ckt Name: 5495Gmuit 3 - Panel D: PS3 .. Max Circuit Current: 3Amps Ory - - Dewce _ Current Draw Each - Current Draw Total Standby Alam - Standby - Alan 3 5T#em Senets 0 OCL s•,rone 1115c5 • 0 0.000 - 0.158 0.000 0,474 1 $stem SensornC2t 0om,Strobe Olken • f 0.000 0.187 0,000 0.187 lMuse4 •, 0,000 ' 0.000 0.000 - 0.000 I unused ,•f: 0,000 - 0.000 0.000 0.000 1 1 0.000 0.000 < Return To Power Supply Contg 1 Edit Device Database Totals 0.000 0.661 Ckt. Number- NAC #4 -.-Ckt Name: 5495 Circuit 4 ., - Panel D: PS3 Max Circuit Current 3Amps Ory pewee Conal Draw Each Current Draw Total Standby Alar - Stan tlby '- Alar 3 'SystemSe so 0Ct(0etre ISea) • 't 0.000 0158 0.000 0.474 1 f1y010, 5000rpCS±am,3lrobe(115rm • f 0,000 0.187.- 0.000 - 0.187 unu,<d • i 0.000 0.000 0000 0.000 tUnused • 0.000 - 0.000 0.000 0 0.000 1 0.000 ` 0.00» 1 Totals 0.000 0.661 "IRBY FIRE &SECURITY emr.Nrbyrelectticcan 4826 •B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: NICET Certified FA Level IV 1124064 Shawn A. Lehman �, nN��l Expires 11111112020 ,�r FIRE ALARM BATTERY CALCULA TIONS • SEE PLAN DAME`03-30-18 DRANK BY: S.K. CHECKED B0.S.A.L SHEET FA3 d0B '4'17-116 a FIRE ALARM PLAN — WEST SCALE 1/16'=1'-0" 115 PS1-3 115 TO PS1-3 +--�--�- — — 15 1114 ENLARGED 014 PACE FAB Cr D 115 1014 D 115 4.7k PS2-2 115 Chi D D 5 115 -9 - _01-9-+ TO PS2-1 D D w z J S MIRY FIRE &SECURITY wee.Wrbyek+ctrIo.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: sy, NICET Certified FA Level IV /124064 !Shawn A. Lehman 161-- E=py�I� .� FIRE ALARM PLAN — WEST SEE PLAN D AM 03-30-18 D RAWN BY: S.K. CHECKED SHEET FA4 JOB Na„ 17-116 feed D (24.00 x 36.00 Inches) 12/17/2018 3:0021 PM, s Z Z J J H f 1 i 1 111 1 1 1 1 TO STROBE ._._..__. TO P/S--(}_ i w w Z Z _I J 4) FIRE ALARM PLAN - EAST SCALE: 1/16'=1'-0" 4.7k0 PS2-3 115 0 4.7k0 115 P$2-4-444 5 115 Q TO PS2-2 D B b P -o 115 115 4 ► TO PS2-3 D 15 D 0115 D 41;15 1 TO PS2-4 4.7k 115 PS3-1 T I"! D I" lam—+ TO PS3-1II I' 13-9': 4.7k0 FA4 TO FA4 115 115 4 115 7k0 J 115 PS3-4 TO PS3-4 TO P/S 4.7k0 J 115 PS3-3 8-0 D 115 D 4.7k0 115 PS3-2 D 1rq 1 D 15 B FIRE & SECURITY www.Wrbyelecbic.com 4826 "B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: CFANICET Certified Level IV 024064 !Shawn A. Lehman Expires 11/1/2020 0 efI FIRE ALARM PLAN - EAST SEE PLAN DATE:03-30-18 DRAVM BY: S.K. CNEOKED BY.S. A. L. SHEET FA5 Joe Na: 17-116 (i) To- D -4F 115 FIRE ALARM PLAN - EAST SCALE .4,44=r—o- _stft. ft-tt,tt — — 115 4.7k 0 VinAAr PS1-1 "IRBY FIRE &SECURITY www.kirbratectric.com 4826 "B" St. NW Suite 101 Auburn. Washington 98001 (253) 859-2000 (FAX) 859-2363 ARIZONA TILE TENANT IMPROVEMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: ( NICET Certified FA Level IV 024484 \,. Shawn A. Lehman ga-- 6---P- —1 Expires 11/11:0/ s.... FIRE ALARM PLAN - EAST • SEE PLAN DATE:03-30-18 DRAWN in S.K. "tclu'D BYSAL. AEET F6 " NO. 17-116 SEBCO DEVELOPMENT FIRE ALARM & DETECTION SYSTEM AYR Y FIRE &SECURITY www.kirbyelectric.com JOB CONTACTS GENERAL PROJECT INFORMATION SHAWN LEHMAN SHAWNOKIRBYELECTRIC.COM DRAWING/DESIGN INFORMATION VADIM KALCHIK VADIMK®KIRBYELECTRIC.COM TECHNICIAN SCHEDULING PAUL HOSKINS PAULH©KIRBYELECTRIC.COM ACCE Without Comments As Noted in Reg Per The Attached Letter These plans have been revieweu v The T+*::r ,,antion Bureau for cenformansh :'tt, Tirre ,, icards. Acce zahce ,; suoiec sslonswhit,coh.wc itnnnze 'ifted dards enc u-d;-,.a,re= me r:lequacy o` eesrG': -rf_ ural '-igrvar. re,d'tio"S, oelehoh sv,siort :_c+ '?.w +'t_ this dare v/U-i resusrcduai r sa: i Final accep . sat a. . :: ispv2r.tch c The Tukwila FirY evertc.o Burera:.t. Date: S s , By: I Zhaaall t„qh w{ p„t1 s-ls4,o's 4.1- all ex{r o - e,cgs. )it`- (T,,4�,li ei4e-ro. tvC beufs+w� Coy, d:.w+o 04 ,Fir( "1"f. 4C[{31- air/ cktkhkti-r� GiYW riYN4 SHEET INDEX PAGE: DESCRIPTION FA1 COVER SHEET FA2 FIRE ALARM DETAIL/BATTERY CALCULATIONS FA3 FIRE ALARM PLAN — WEST FA4 FIRE ALARM PLAN — EAST T UKWIIA FIRS DEPARTMENT Piease cail 206-575-4407 and give this Are Permit No. i�rosa -nd exact address for - J wn or restoraten bppnaval. PAID 1 ,2,9, liznior FIRE & SECURITY •ww.kitga+.ctricamm 4826 'B" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SEBCO DEVELOPMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: COVER SHEET SEE PLAN DA1E:03-30-18 DRAM BY: V.S.K. CHECKED "t.A.L. ,KIa No.: 17-116 SHEET FA1 FIRE ALARM LEGEND SYMBOL DESCRIPTION IFACPI FIRE ALARM CONTROL PANEL 96„ FIRE ALARM ANNUNCIATOR I FAA I 80" IP,S.I POWER SUPPLY Ell WALL MNT. FIRE ALARM HORN/STROBE INDICATES CANDELA RATING 014 CEILING MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATING POWER SUPPLY WALL MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING 1�1 CEILING MNT. FIRE ALARM STROBE ONLY # INDICATES CANDELA RATING LJI WALL MNT. FIRE ALARM HORN ONLY OKI CEILING MNT. FIRE ALARM HORN ONLY [D FIRE ALARM BELL 0 FIRE ALARM MANUAL PULL STATION O SMOKE DETECTOR p HEAT DETECTOR HOLDER DUCT SMOKE DETECTOR gx BEAM SMOKE DETECTOR Ex BEAM REFLECTOR 0© DRY FLOW SWITCH 5 WATER FLOW SWITCH 0.176 HIGH/LOW AIR ET TAMPER SWITCH MO POST INDICATOR VALVE e6' INPUT MODULE FOR DUCT DETECTOR SK DUCT DETECTOR TEST SWITCH E INPUT MODULE ® DUAL INPUT MODULE ®1 10 INPUT MONITOR MODULE ® RELAY MODULE ® CONTROL MODULE CIRCUIT# END OF LINE RESISTOR \ ABOVE CEIUNG DEVICE (YR) WEATHER PROOF OS) LOW FREQUENCY (N) NEW (E) EXISTING (R) RELOCATE NOTE: NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS DEVICE HEIGHT SCHEDULE DEVICE SYMBOL HEIGHT OUTDOOR HORN/STROBE 96„ HORN/STROBE (NAC) 80" PULL STATION (SLC) 48" FIRE ALARM CONTROL PANEL 60" POWER SUPPLY (NAC) 60" BELL 5808 CTRL Panel 96" ANNUNCIATOR SYNCHRONIZED MORE THAN 180 01500. 60" WIRING LEGEND MOUNTING HEIGHTS SYMBOL DESCRIPTION DMEN510NS TO THE 0.05EST OF THE DETECTOR �- 4, A 14 GAUGE 2 CONDUCTOR (NAC) B 16 GAUGE 2 CONDUCTOR (SLC) C 16 GAUGE 4 CONDUCTOR (S -BUS) D 12 GAUGE 2 CONDUCTOR (NAC) # CIRCUIT NUMBER 5808 CTRL Panel GENERAL NOTES 1. FIRE ALARM SYSTEM IS POWER UMITED. METALLIC RACEWAY SHALL BE USED IF REQUIRED BY CODE OR SPECIFICATIONS AND CONTRACT DOCUMENTS. 2. ALL RACEWAYS MUST BE FREE OF MOISTURE 3. REFER TO DATA SHEETS FOR PROPER TYPE AND SIZES OF REQUIRED DEVICE DEVICE MOUNTING ELECTRICAL BOXES. 4. AC VOLTAGE IS NOT PERMITTED IN THE SAME RACEWAY AS FIRE ALARM WIRING 5. UNRELATED (NON FIRE ALARM) WIRE SHALL NOT BE IN THE SAME RACEWAY AS FIRE ALARM WIRE 6. ALL CONTRACTOR FIELD WIRING MUST ENTER ALARM CONTROL PANEL BACKBOX FOLLOWING POWER -LIMITING AND NON POWER -LIMITING WIRING REQUIREMENTS. REFER TO INSTALLATION INSTRUCTIONS FOR MORE INFORMATION. 7. ZONE CIRCUITS AND SIGNAL CIRCUITS ARE ELECTRICALLY SUPERVISED. BRANCH CIRCUITS SHALL BE LOOPED TO MAINTAIN INTEGRITY OF SUPERVISED CIRCUITS. T -TAPPING OF ZONE AND SIGNAL CIRCUITS IS NOT PERMITTED. 8. REFER TO FACP MODULE DIAGRAMS, INCLUDED WITH FACP, FOR SPECIFICATIONS AND INFORMATION ON INDIVIDUAL PANEL MODULES. 9. ALL FIRE ALARM WIRING SHALL TEST FREE OF OPENS, SHORTS, AND GROUNDS. 10. ALL WIRING SHALL BE LABELED AND TAGGED. 11. ALL WIRING SHALL MEET ALL APPLICABLE NATIONAL ELECTRIC CODE ARTICLES FOR FIRE ALARM AND LOW -VOLTAGE WIRING. 12. DO NOT USE FIRE ALARM CABINET AS TERMINAL CABINET FIRE ALARM SYSTEM DESIGNED BY: KIRBY ELECTRIC INC. AUBURN, WA 253-859-2000 FIRE ALARM SYSTEM INSTALLED BY: KIRBY ELECTRIC INC. AUBURN, WA EQUIP. FOR FIRE ALARM SYSTEM SUPPLIED BY: SILENT KNIGHT INC. NORTH FORD, CT WA STATE ELECTRICAL CONTRACTORS NUMBER: KIRBYEIO77BN * THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA TYPICAL ❑T FUTURE SLC FUTURE SLC 75 115 4.760 V 4750 115 4.7k0 115 4.750 RJ31X TELCO RJ31X TELCO 120VAC FIRE ALARM RISER SCALE: N.T.S. MOUNTING HEIGHTS CEILING A/C SUPPLY NOTE: CI -FUSER ARE 3' (MIN) r•= FLUORESCENT EDGE JVL UGMI DMEN510NS TO THE 0.05EST OF THE DETECTOR �- 4, 5H045 �.% f/Ill`\// J __4,„i /IJ/" III, SMOKE DETECTOR ;..;,�. mMI we.-de WM `f` CEIUNG MWNTE0 AUDIO/NSUAL`9EfMEAT h NSUAL OSLO 0010000* NAS 5.- 3 4 NOT ' PERWTfEO PERMtifEp HERE MERE DOOR - *10TH 4' 12' I MAX PULL STATION IlD 5808 5808 CTRL Panel LESS 3' PERUITIEDJ HERE 0170 SYNCHRONIZED MORE THAN 180 01500. MAGNETIC DOOR WATER FLOW 0 1 0000 APPUANCES IN ANY FIELD OF NEW. MIN FACP HOLDER TAMPERS (01 6' e Heat, Heat -HT, ROR 1DO"6 1013" ' MAX 0.000 5 I�rII 0.176 e O o 8 Duct FINISHED BOOR e6' AIF FIRE MANUAL PNONE PULL JADX 51AnoN M' MAX (ADA) 42'04/54' MAX (NEPA) SK 0 E 0.000 • DEVICES 940804 DEPICT 0Ev10E TYPES ONLY. SK FIRE -00 ABM TYPICAL ❑T FUTURE SLC FUTURE SLC 75 115 4.760 V 4750 115 4.7k0 115 4.750 RJ31X TELCO RJ31X TELCO 120VAC FIRE ALARM RISER SCALE: N.T.S. FIRE ALARM SYSTEM MATRIX SCALE N.T.S. = ENN ABCDE -ramal armed vaiaes: L7 Project Name:) Sebco Development I Standby Hour5l 24 Project[nrwmaoon Project Name: Sebco Development Project ID: 17-116 Prepared By: Shawn Lehman Date: 3/21/2018 NOTES: 1 SMOKE DETECTOR e Date:l3/21 /2018 I . Voltage Drop WarNrg Version 10 24.14 IIID 0.000 Panel ID:15808 Model: 5808 Add. Fire Alar Control Panel Max NAC Current 3.0 Amps 2 PULL STATION IlD 5808 5808 CTRL Panel e 0170 0365 3 WATER FLOW 0 1 0000 ID SK Ion 4 TAMPERS 0000 e Heat, Heat -HT, ROR 0000 0.000 5 PIV 0.176 e 0.000 SK Duct Qty : Device Current Draw Each - . Current Draw Total `. Standby Alarm '--. Standby '- Alarm 6 DUCT DETECTOR SK 0 0.000 0.000 0.000 SK FIRE -00 ABM 0.000 0.000 SK Control 0.000 -- FIRE ALARM SYSTEM MATRIX SCALE N.T.S. = ENN -ramal armed vaiaes: L7 Project Name:) Sebco Development I Standby Hour5l 24 Project[nrwmaoon Project Name: Sebco Development Project ID: 17-116 Prepared By: Shawn Lehman Date: 3/21/2018 �. Project ID;li7-iib 4 Alarm Mins: l 5 1 FIRE&SECURITY Prepared By.IShawn Lehman I De485599ctor! 12 1 5808 Calculations Date:l3/21 /2018 I . Voltage Drop WarNrg Version 10 24.14 09001'j 10 4 0.000 Panel ID:15808 Model: 5808 Add. Fire Alar Control Panel Max NAC Current 3.0 Amps Location: I Riser Room I Volts: 24 VDC Max Panel Current: 6.0 Amps Unused Curnt Draw Wire AWG Ohms Per Length(ft) Actual Volts @ Dmp Ckt.6 Circuit Name aty re - Standby Alar & Type 1000 Ft. One -Way Ohms EOL -- 5808 5808 CTRL Panel 1 0170 0365 - - ' - - - _ - - - - -. - -. 5K Photo, Photo -T, Pho106 1 0000 0.000 SK Ion 0.000 0000 0000 SK Heat, Heat -HT, ROR 0000 0.000 SK Beam. Seam -T 0.176 0000 0.000 SK Duct Qty : Device Current Draw Each - . Current Draw Total `. Standby Alarm '--. Standby '- Alarm 0000 0000 SK Acclimate 0.000 0.000 0.000 SK FIRE -00 - 0.000 0.000 0.000 SK Control 0.000 -- 0000 0000 SK Control -6 Unused 0.000 0.000 SK RelayMon-2 0.000 0.000 SK Mondor, Minimon 0.000 0000 0000 SK Mondor -2 3 0.002 0.002 SK Monitor -10 0.187 - 0.000 0.000 SK Pull -SA. Pull -DA 1 0.000 0000 SK Relay Unused 0.000 0.000 SK Relay -6 0.000 0 000 SK Zone 0.000 0.000 0000 SK Zone -6 0.000 0.000 0000 SK Isolator Module 0000 0000 8224BI Isolator Base 0.000 ' 0.000 0000 - 820006 Sounder Base Unused 0.000 0.000 6200S Intelligent Sounder Base 0000 0 000 02000619 Low Freq Sounder Base ' 0.000 0.000 0.000 62000 -LF Low Freq Sounder Base 0.000 0.000 0 000 022468 - Relay Base 0000 0000 RT3151 Magnetic Remote Test 0,187 0.000 0000 RTS151KEY Key Activated Test 0.000 0000 - RA1002 Remote LED 0000 0.000 5860 LCD Remote Annum 0.000 0.000 5824 Serial/Parallel Module 0000 0 000 5496 Power Expander 0000 0000 5895XL Power Expander 0.000 0.000 -- 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator(3G) 0.000 0.000 ^ 5880 LED 0 e Module 0.000 0.000 - 5883 Relay Module 0000 0.000 #12 Solid 1.59 50 0.16 - 20.37 0.14% NAC#1 Notification Appl Circuit 0.000 0.176 #12 Solid 1.59 620 1.97 -- 20.03 1.81% ' NAC #2 Noti6cahon Appl Circuit 0.000 0.187 #12 Solid 159 50 0.16 20.37 0.15% NAC #3 Notification Appl Circuit 0.000 0.187 #12 Solid 1.59 390 1.24 `. 20.17 1.14% '- NAC #4 Notification Appl Circuit 0.000 0.187 Total Alar Current (Amps) Total Standby Conant (Amps) 0.173 1.105 Alar Time m Minutes /60 (5 Mins) - - - - Standby Time In Hours 24 - 0.083 Total Alar AH Required -' Total Standby AH Required 4.150 0.092 Command Shortcuts Total Combined All Required 4.24 - - Multiply By The Derating Factor 1,20 Configure Circuits Print Page Minimum Battery AmpHourn Required 5.09 FIRE ALARM SYSTEM MATRIX SCALE N.T.S. = ENN rCircui on Igura ion - Wim- _ Project[nrwmaoon Project Name: Sebco Development Project ID: 17-116 Prepared By: Shawn Lehman Date: 3/21/2018 Ckt Number NAC #1 .-:. .-. - Panel ID: 5805 _ Ckt. Name: Notification Apps Circuit - - Use: Notification Appl Circuit ..i Current Draw Each Current Draw Total ice Standby- Alan Standby '- Alarm 1 System Sensor P2RK (75cd) 0.000 -'< 4.176 0.000 0.176 Unused 0.000-- 0.000 0.000 0.000 Unused 0.000 - 0.000 _ 0.000 -0.000 Unused 0.000-> 0.000 0.000 - 0000 0.000 -- 0000 Totals 0.000 0.176 Ckt Number NAC #2 Panel ID: Ckt- Name: Notification Appi Circuit - - Use: 5808 N0ti5:ation Appl Circuit • _ -- Qty : Device Current Draw Each - . Current Draw Total `. Standby Alarm '--. Standby '- Alarm 1 System Sensor PC2L Horn/Strobe (115cd) - 0.000 0.187 0.000 0.187 Unused - 0.000 ' - 0.000 0.000 0.000 Unused 0.000 -- 0.000 0.000 0.000 Unused 0.000 ' 0.000 0.000 -? 0.000 0.600 0.000 Totals 0.000 0.187 Ckt Number. NAC #3 - - - Pani ID: 5808_ Ckt Name: Notification Appl Circuit - Use: Nntitcahon Appl circuit "-- . Qty Devoe Current Draw Each Curtent Draw TotaI - - Standby Alarm Standby - Alarm 1 System Sensor PC2L Hom/Strobe (115cd) 0.000 0.187 - - 0.000 '' 0.187 Unused 0.000 ' 0.000 0.000 0.000 Unused 0.000 =- 0.000 0.000 -- 0.000 Unused 0.000 `_. 0.000 0.000 0.000 0.000 - 0.000 Totals 0.000 0.187 Oct. Number. NAC #4 .- '-. Panel 10: 5808 .. ,_ _:>,. ,.:_...-`< CM. Name: Notification App! Circuit '- Use: Noutcaton Appl Elmit Oty 00 Ice Current Draw Each ;. Current Draw Total Standby - Alarm Standby --Alarm 1 System Sensor PC2L HorNStroba (115cd) 0.000 ' 6.187 -- 0.000 -- 0.167 Unused 0.000 ,; 0.000 0.000 - 0.000 Unused 0.000 - 0.000 0.000 ' 0.000 Unused 0.000 - 0.000 0.000 -' 0.000 - 0.000 -' 0.000 Totals 0.000 0,187 JfRBY FIRE &SECURITY eareJdrbyelectrIc.corn 4826 "8" St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SEBCO DEVELOPMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 REVISIONS: FIRE ALARM DETAIL/ BATTERY CALCULA TIONS Scala SEE PLAN 14'03-30-18 ORARN BY: V.S.K. CHECKED SHEET FA2 JOB Na: 17-116 (1)FIRE ALARM PLAN - WEST SCALE 1/t6"=1'-0' LU w ZI J J 71,11r FIRE &SECURITY Anw.iurbys4etrtc.com 4826 'B' St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SEBCO DEVELOPMENT 11060 TUKWILA INTERNA110NAL BLVD TUKWILA, WA 98168 REVISIONS: FIRE ALARM PLAN - WEST ac' F. SEE PLAN DA3-30-18 15" en V.S.K. "KED sY:S.A.L. FA3 408 Na: 17-116 LUW z z 7.1 1. 1 1 FIRE ALARM PLAN — EAST SCALE: 1/16"=1* -0" BD TO FA2 TO FA3 FA3 BiLg_vor115 4.7k0 h 1 II -14fg 751 FA1 wt. fl 115-9--.8 • FUTURE SLC FA4 -BD TO FA4 FIRE &SECURITY Irevr.klrbyelowtrlesorn 4826 "Er St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 SEBCO DEVELOPMENT 11060 TUKWILA INTERNATIONAL BLVD TUKWIIA, WA 98168 REVISIONS: FIRE ALARM PLAN — EAST SCALE SEE PLAN DATE:03-30-18 D" BY' V.S.K. CHECKED BY. S.A.L FA4 JOB NO.4 17-116 INSTALL: 5 UL LISTED 5" STORTZ CONNECTION WITH 30' DR 45' ELBDW co 6" CLASS 52 D.I. PIPE FROM RISER ROOM F.D.C. 90' THREADED ELBOW 36"-48" FIRE DEP E " CLASS 52 .1. RISER PIPE 6" 90BEND (FL) NNEC11ON DETAIL 8' DDCVA INSIDE BUILDING 17 LF 8" Dt FIRE WALL PI 27 LF 6" DI FDC fFDC / SEE DETAIL 1\71 INSTALL 1-8" GATE VALVE CONCRETE THRUST BLOCKING 41> ENLARGED AREA OF WORK PLAN SCALE: 1"-10'-o' WET TAP USING TEE WITH 12" GA CONCRETE THRU INSTALL: 1-12" 22.5 BEND CONCRETE THRUST BLOCKING 50 LF 12" DI W IsESTALL: 1-12"x8" TEE 1-8' GATE VALVE CONCRETE THRUST BLOCKING 187 LF 12" DI W -12"x5" TEE 1-5" GATE VALVE 1-12" GATE VALVE 1-12" ADAPTOR 1 -FIRE HYDRANT ASSEMBLY S LF 5" D.I. EXTENSION W/2 GUARD POSTS CONCRETE THRUST BLOCKING 300 LF 12" DI 1-12"x5" TEE 1-6" GATE VALVE 1-12" GATE VALVE 1-12" ADAPTOR 1 -FIRE HYDRANT ASSEMBLY 10 LF 6" D.I. EXTENSION W/2 GUARD POSTS CONCRETE THRUST BLOCKING FISTALL: 2" DI 1-12" 22.5 BEND CONCRETE THRUST BLOCKING 124 LF 12" DI /135 0 AP USING 18" TAPPING TEE ITH 12" FLANGE AND 12" GE VALVE C0NCRTE THRUST BLOCKING INSTALL: 1-8" ADAPTOR 1-8"x5" TEE 1-8" CAP 1-5" GATE VALVE 1- FIRE HYDRANT ASSEMBLY 9 LF 5" D.I. EXTENSION W/2 GUARD POSTS CONCRETE THRUST BLOCKING 8 LF 12" D WALL.: 1-12" 22.5 BEND CONCRETE THRUST BLOCKING W 80 43 LF 12" DI W t4STALL: 1-12" 11.25 BEND 1-12" 22.5 BEND CONCRETE THRUST BLOCKING WET TAP USING 18' TAPPING TEE WITH 12" FLANGE AND 12" GATE VALVE CONCRETE THRUST BLOCKING WMH /121M=15.2”...r 45" 5j4/7j _ _ S, LINE OF SE 1/4, SEC 4, TWP23 5, ROE 4 4, W.M. N 355 OFNSE 1/4, SEC 9, 104 23 N, RCE 4 E, 9511, NTTAI I SOUT- 112TH STREET 5 LINE OF SW 1/4, 40 TWP N, RCE 4PE,FS1VATE STREET N LINE OF NW 1/4, C 10, TWP 23 7,:,9GE 4 E, WANT 1-12" ADAPTOR 1-12%5" TEE 1-12" BUND FLANGE 1-6" GATE VALVE 1 -FIRE HYDRANT ASSEMBLY 9 LF 6" D.I. EXTENSION W/2 GUARD POSTS CONCRETE THRUST BLOCKING SITE PLAN cbio.: MS'S - - Tk.X-TI20DEB-- --E1448- 9 LF 12" DI SCALE 1"-.20'-0" 10' 40 0' 20' 80' SCALE 1' = 40' 1-12"x5" TEE 1-5" GATE VALVE 1 -FIRE HYDRANT ASSEMBLY 9 LF 5" D.I. EXTENSION W/2 GUARD POSTS CONCRETE THRUST BLOCKING ACCEP I ED El Without Comments El As Noted in Red If Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Accepta.ice Es subject to errors and omissions which do not avthorize violations of adopted standards and ordnz..-...es The responsibility for the adequacy of design totally with the designer. Additions, d,;letio.ns r ,:visions to these drawings after this date will void this ..,cceptance and require a resubmit -Gal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau, Date: By: rUKWILA FIRE DEPARTMENT ease call 2M-575-4407 and give this Fire Perna No. and exact addrms for shut- cio),vn or restorizIon Dpprovel. FLOW TEST STATIC 150 PSI RESIDUAL 20 PSI FLOW 7,451 GPM UNDERGROUND PIPE NOTES 1. THIS SITE PLAN IS FOR REFERENCE ONLY. 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. 3. ALL UNDERGROUND PIPING IS TO BE INSTALLED BY A CONTRACTOR HAVING A VALID WASHINGTON STATE 'U' LEVEL CERTIFICATION. 4. ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24. 5. MINIMUM FLOW RATES FOR FLUSHING: 4" - 490 GPM 10" - 2440 GPM 6" - 880 GPM 12" - 3520 GPM 8" - 1,550 GPM 6. MINIMUM BURY 4'-0", 7. PATRIOT START POINT AT FLANGES INSIDE THE BUILDING. AT - . OSEp , WAS,A,'•//,-, :„.52.2,0 '417/5/00 +4,*514 *,WAL ii,1•05‘ HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL 0 CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT P1PE SPIKE T U V W X Y z APPROVAL REQUIRED CITY OF TUKWILA TEMP WINS 0 16S ' -e- 22" ....1 a :Jr 4 ,- 256' .1..T. 1" ® ./1." Sg MO ' '''' 1" 4 1" Q 500 ' V2* (i) 1/2. FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITING GROOVED SHAPED NIPPLE 7511 THREADED SHAPED NIPPLE MTN ADJUSTABI 5 DP.OP (PPI,E v0 SRE'T.," ,TEON %TA STATE CERTIFICATION FIRE PROTECTION Pietro Demonte 5541-0610-C Level 3 Patriot Fire Protection, Inc. PATRIFP099CF IL/ f--2-/ Date 12/11I18 ----- 2 - NAT LAKHOLAKE BRACE 4 - WAY FARTHOLAYE BRACE SPRINKLER LEGEND ...,,f E Y. SFR/WIER ORIECE 50E5 500 715 i•S' Et .t. 2, H., 9iA ` L' u i + + jc 0 ® 1 / 2- . + 5,60 @ • , • 0 0 3/4" + i SPRAY < < Ca' +3 TE + S:DEAN:: 1" + D51 TYPE <> . I. 1' • 1" SPRINKLER HEAD LEGEND 5Y8 AINNUF MODEL sludi TYPE 47.1t0 FACTOR t:ZA (,,C,,.V TEMP or( TOTAL DUALITY 40105OL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES I. ALL MATERIAL AM EOUPSIENT TO BE NEW AHD LIE ESTEE, OR FY APPRO1(E0. 2. PIPING OMENS:00S APE CENTER TO CENTER ETCEPT RISERS AND [AMENS:OHS SHOWN THUSLY (1 -6! WHICH ARE ENO TO END. 3. EARTROUATE BRACING SHALL BE PROVIDED IN ACCORDANT Irlif NEPA PAMPHLET NO. 13, 20T3 00110.1. 4. PRE *maps AND KTROD OF liANC.'NG TO BF IN ACCORDANCE WEN NITA 45811(10 10. 13. 0013 Man 5. PPING SHALL BE IN ACCORDANCE WIN NEPA PAYPRIT NO, 13, 2083 Erwo 5. .TENENC GE PIPE AND 37171l40, PiRENOED & WELDED, SHALL BE IN ACCORDANCE Irli WA PAMFRIFT NO. 13, 2013 0011011, 7. OWNER 70 PROWDE ADE73470 7/087 911 ARENS ROUTED EP A WIT PPE SPRUCE:IR SYSTEm TO PREVENT WATER IN 48/15 FRO& TRUE:K. E. 41. WRNS OF VIC:REAL ODICES (if RE0L:P0)) TO BE 437O71050 BY crrHus 9. PT:4000.2-mM a 003040(51 LF REMIXED) 10 BE 187941080 10. FJP3:40 Of PIPE & ECEDPMENT (1 REQUIRED) 70 BE PROVIDED BY 078E65 DESIGN CRITERIA DESIGNED IN ACCORDANCE WITH NFPA 24 AND NEPA 13 PIPE NOTES CLASS 52 DUCTILE IRON REVISIONS NO DATE 07 DESCRTTON COrRACT WITR: POE CONSTRUCTION 1519 WEST VALLY HWY N AUBURN, WA 98001 ALAN PETERSON: 253-833-2400 PROJECT WE: SEBCO 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 www.PATRICTFIRE.COM pietrod@palriolfir,com P pATRIFF.99„ ATRIOT SAVE LIVES! FIRE SPRINKLERS FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PETRO DEMONTE SHEET F P so DATE 7-6-2018 1 OF 1 JOB NO. 11-2108 TYPICAL BRANCHLINE STEEL BAR JOIST— 4/2.X r LAG BOLT PRE -DRILL 3/16' HOLE TOLCO FIG. 58 EYELET A'B' All THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER BRANCHLINE HANGER 00 SCALE FOR 8' PIPE USE 4b"X 3' LAG BOLT PRE -DRILL 11/16' HOLE STEEL BAR JOIST MAIN PIPING `FOR 6" PIPE USE LAG BOLT PRE -DRILL RILL 3/15 HOLE 1/i ANVIL FIG. 205 SIDE BEAM BRACKET W/ W NUT & WASHER W ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER MAIN HANGER NO SCALE USE 1/i ANVIL FIG. 92 TOP BEAM CLAMP W/10' RETAINER STRAP FOR 5& 5 PIPE SPRINKLER PIPE— JOIST GIRDER OR WIDE FLANGE ANAL FIG. 69 RING HANGER (SIZE PER PLAN) HANGER TYPE 'D' 3/5 ANVIL FIG. 92 TOP BEAM CLAMP W/8' RETAINER STRAP FOR PIPE 4' & SMALLER 3/8' ALL THREAD ROD FOR PIPE 4' & SMALLER Ih' ALL THREAD ROD FOR 5 & 6' PIPE (SEE PLAN FOR LENGTH) NO SLUE SHOP DRILL 'E' HOLE 'F ALL THREAD ROD (LENGTH PER PLAN) HANGER RING PER PLAN H0R. LABEL NO. 'A' HOLE DIM. PIPE LENGTH 'C' SPAN PIPE SIZE & SCHEDULE HOLE SIZE SPAN 4- ,1 PIPE 'D' W/41:1%9' ROD WELDED TO EA END (00 NOT OPPOSE) "{ TYPICAL OAR JOIST 'F NUT & WASHER 21h. 0 SCH. 10 9/15 1/7 SHOP DRILL 'E' HOLE 'F ALL THREAD ROD (LENGTH PER PLAN) HANGER RING PER PLAN H0R. LABEL NO. 'A' HOLE DIM. PIPE LENGTH 'C' SPAN PIPE SIZE & SCHEDULE HOLE SIZE R00 SIZE T 1'-5 10'-5 10'-0' 21h. 0 SCH. 10 9/15 1/7 T2 1'-5 10'-5 10'-0' 2' 0 SCH. 10 7/15 3/8' SPRINKLER MAIN HANGER NO 561E TOLCO FIG. 825 BAR JOIST /-- SWAY BRACE ATTACHMENT W/ TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 AY BRACE ATTACHMENT LATERAL EO BRACE) LATERAL EQ BRACE NO SCALE TOLCO TOLCO FIG. 825 BAR JOIST W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 4LA AY BRACE ATTACHMENT (LONGITUDINAL EQ BRACE) LONGITUDINAL EQ BRACE 00 SCNE SINGLE PLY ROOF MEMBRANE OVER R-38 RIGID INSULATION /OVER PLYWOOD SHEATHING OVER 2x NAILER OVER METAL STRUCTURE ITEM# SIZE MAKE MODEL NO. DESCRIPTION QTY. ® 8- AMES M300 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 1 ® 8" RELIABLE BFG-300 BUTTERFLY VALVE W/INTEGRAL TAMPER SWITCH 1 03 8" POTTER VSR-8 WATERFLOW INDICATING SWITCH 1 ® 2" AGF 1011A INSPECTOR'S TEST AND MAIN DRAIN VALVE - 1/2' ORIFICE 3 ® N/A ARGCO -- 0-300 PSI WATER GAUGE & 3 -WAY SHUTOFF VALVE 3 ® 1' FPPI 05-844-00 AUX DRAIN w/ NIPP & PLUG 1 CONCRETE 8"x2" TILT WALL PANELS 32'-3" 2 ® S" TYCO 32'-3" SWING CHECK VALVE 1 0 10 33'-10"METAL 34'-8" BAR JOIST 33'-10" PER STRUCTURAL METAL COLUMNS STAINLESS STEEL ELBOW (12" TAKE OUT) 24V ELECTRIC ALARM BELL (EXTERIOR MOUNTED) CONCRETE SLAB ON GRADE 8" 11 5" RELIABLE BUILDING SECTION FP -2 RISER LEGEND ITEM# SIZE MAKE MODEL NO. DESCRIPTION QTY. ® 8- AMES M300 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 1 ® 8" RELIABLE BFG-300 BUTTERFLY VALVE W/INTEGRAL TAMPER SWITCH 1 03 8" POTTER VSR-8 WATERFLOW INDICATING SWITCH 1 ® 2" AGF 1011A INSPECTOR'S TEST AND MAIN DRAIN VALVE - 1/2' ORIFICE 3 ® N/A ARGCO -- 0-300 PSI WATER GAUGE & 3 -WAY SHUTOFF VALVE 3 ® 1' FPPI 05-844-00 AUX DRAIN w/ NIPP & PLUG 1 07 8"x2" PATRIOT -- PIPE CLAMP STAND 2 ® S" TYCO CV -1F SWING CHECK VALVE 1 0 10 8" ANVIL POTTER A7050 -SS MBA -5-24 STAINLESS STEEL ELBOW (12" TAKE OUT) 24V ELECTRIC ALARM BELL (EXTERIOR MOUNTED) 1 1 8" 11 5" RELIABLE BFG-300 BUTTERFLY VALVE W/INTEGRAL TAMPER SWITCH 2 (9 8" POTTER VSR-5 WATERFLOW INDICATING SWITCH 2 NOTE: IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN 40"F MINIMUM IN ALL BUILDING AREAS CONTAINING WET SPRINKLER PIPING. . (1-5)))(o-7) PATRIOT START POINT AT FLANGES ABOVE FINISHED FLOOR ALL UNDERGROUND PIPING TO BE INSTALLED BY OTHERS PROVIDE 2" OF ANNULAR CLEARANCE AROUND PIPES AS THEY PASS THROUGH FLOORS OR CEILINGS. DO NOT POUR SOLID TO PIPE. (B RISER DETAIL AFP -2 SCALE: 1/2"=1'-0' 2' 0' 1' SCALE: 1/2" = 1'-0' 4' SCALE: 1/8'=1'-0' SEISMIC BRACING LEGEND VGS) ''Y SIZE OF PIPE BRACE PIPE BRACE PIPE ATTACHMENT STRUCTURAL MINIMUM MAXIMUM BRACE NO. TO BE BRACED SIZE & LENGTH MAX LENGTH TO PIPE ATTACHMENT BRACE ANGLE SPACING RISERS 8"/6" SCH10 1" SCH40 7'-0" FIG 1001 5/8x4 KB TZ 45° 15'-0" SB -1 8" SCH10 11/2" SCH40 10'-5" FIG 4LA FIG 825 60° 50'-0" SB -2 8" SCH10 11/4" SCH40 9'-0" FIG 1001 FIG 825 60° 40'-0" SB -3 8" SCH10 11/2" SCH40 10'-5" FIG 2002 FIG 825 60° 20'-O" SB -4 8" SCH10 11/4" SCH40 9'-O" FIG 4LA FIG 825 60° 50'-0" SB -5 6" SCH10 11/4" SCH40 9'-0" FIG 4LA FIG 825 60" 70'-O" SB -6 6" SCH10 11/2" SCH40 10'-5" FIG 2002 FIG 825 60° 20'-0" SB -7 6" SCH10 1" SCH40 7'-0" FIG 1001 FIG 825 45° 40'-0" SB -8 6" SCH10 11/4" SCH40 10'-6" FIG 1001 FIG 825 60° 40'-O" SB -9 6" SCH10 11/2" SCH40 10'-5" FIG 2002 FIG 825 60' 10'-O" SB -10 4" SCH10 11/2" SCH40 10'-5" FIG 2002 FIG 825 60° 20'-0" SB -11 4" SCH10 1" SCH40 7'-0" FIG 4LA FIG 825 45° 73'-0" SB -12 6" SCH10 1" SCH40 7'-0" FIG 1001 FIG 825 60° 20'-0" SB -13 6" SCH10 11/4" SCH40 9'-0" FIG 4LA FIG 825 60° 30'-O" DESIGN CRITERIA 1. STORAGE AREAS: DESIGN STANDARD IS NFPA 13 USING RELIABLE'S JL -17 ESFR PENDENT SPRINKLER HEAD WITH A MINIMUM FLOW PRESSURE OF 52 PSI WITH A MAXIMUM 35' HIGH ROOF. THIS DESIGN ALLOWS FOR STORAGE OF THE FOLLOWING COMMODITIES: PALLETIZED AND SOLID PILED STORAGE: PER TABLES 14.4.1 & 15.4.1 (NO OPEN TOP CONTAINERS) A. CLASS I-IV ENCAPSULATED COMMODITIES MAXIMUM STORAGE HEIGHT = 30'-0" B. CARTONED NONEXPANDED PLASTICS MAXIMUM STORAGE HEIGHT = 30'-0" C. EXPOSED NONEXPANDED PLASTICS MAXIMUM STORAGE HEIGHT = 30'-0" RACK STORAGE:PER TABLES 16.3.3.1 & 17.3.3.1 SINGLE -ROW, DOUBLE -ROW, & MULTIPLE -ROW RACKING (WITHOUT SOLID SHELVING) (NO OPEN TOP CONTAINERS) A. CLASS I-IV ENCAPSULATED OR NONENCAPSULATED COMMODITIES MAXIMUM STORAGE HEIGHT = 30'-0" B. CARTONED NONEXPANDED PLASTICS MAXIMUM STORAGE HEIGHT = 30'-0" C. EXPOSED NONEXPANDED PLASTICS MAXIMUM STORAGE HEIGHT = 30'-0" 2. FIRE RISER & ELEC ROOMS: ORDINARY HAZARD $, -PCF'^ I �gr F "V(//vAL V.10 VGS) ''Y ' HANGER LEGEND A "U" HOOK 8 COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W x Y Z APPROVAL REQUIRED CITY OF TUKWILA TEMP RATING PE � O 165' gig O 212" yY 1f2" 0 1' 206' a' 1" © 1/2' 0 35o' ,n n. = ,. ® I. 2 500' 1/2" 0)1/2" FITTING LEGEND P PIPE -0 -LET F PLAIN ENO FIT FITTING 5N GROOVED SHAPED NIPPLE T511 THREA0E0 SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE / (1 L7E4rURE TO c6M.ER -' L`HE Of PIPE ;N 106065 STATE CERTIFICATION 1 WASNINOTONSTATE CERTIFICATE OP COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Pietro Demonte 5541.0610-C Level 3 Patriot Fire Protection, Inc. PATRIFP//099C/F 7l&1 / V �H Exptrox Axtpw Does 12/atm g, 2 - WAY EA8!HOCAKE BRACE 4 - WAY EAR7110UAFE BRACE SPRINKLER LEGEND 10 x' '�' 07 SPRINKLER ORIFICE SIZES AND TYPE O T fi T i6 T SPLAY :1'2 3 17 0 0 3/4" 4 32 SPRAY O ® 1. 1 3 7 1SOEW'A.L 4 4" 1/2' T T T€T ® 4 . Z CRY TYPE O O 1'® . I. SPRINKLER HEAD LEGEND 5YM MANUF &YODEL SIN/ TYPE T.HRFAD 5ZE K FACTOR HEAD FSNISH IN EggIN Egg TEMP 0TY 008L'.Y CONTROL BY DATE APPROVED FOR FABR:DA7I00 8Y DATE GENERAL NOTES 1. ALL 001601L AND EQUIPMENT TO 8E HEW AND UL LS100 00 AM APPROVED. 2. PIPING DIMENSIONS APE CENTER TO CENTER EXCEPT 615ER2 AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTNOJAXE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDCION. 4. PIPE HANGEF5 AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 287310110x. 5. PIPING STALL BE IN ACCORDANCE WITH NEPA PAMPNEL1 N0. 13, 2013 EDITION 6. :OWING Of PIPE MB iTITNG5, THREADED R WELDED, STALL BE IN ACCORDANCE 0111 NEPA PAMPHLET 50. 13, 2013 601105. 7. OWNER TO ?ROME ADEDUATE HEAT M AREAS PROTECTED BY A WET PIPE 508118618 SYSTEM TO PREVENT WATER IN PIPES FROM MUNI B. Al WI8I120 0f EXOTICA. 0EVICES (IE RE011RED) 10 BE PR021060 BY OTMEP5 9. 71.01KO Of PPE R EQUIPMENT 116 REQUIRED) TO BE PROVIDED Br 0THE9.5 10. FLARING OF PIPE 11 EQUIPMENT (17 REQUIRED) TO BE P002106D BY OTHER3 DESIGN CRITERIA SEE NOTES THIS SHEET PIPE NOTES REVISIONS NO DATE BY 0(2601PT10N CONNACT WiTN: POE CONSTRUCTION 1519 WEST VALLY HWY N AUBURN, WA 98001 ALAN PETERSON: 253-833-2400 PROJECT NAME: SEBCO 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 WWW.PATRIOTFIRE.COM ATRI®T PATRIFPE.COM pielrod®patriotfire.com FIRE SPRINKLERS SAVE LIVES! FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE SHEET 1 F D DATE 7-6-2018 2 OF 5 JOB NO. 11-2108 USE 1/2" ANVIL FIG. 92 TOP BEAM CLAMP W/10" RETAINER STRAP FOR 6"& 8" PIPE -�-/� 3/8' ANVIL FIC. 92 TOP BEAM CLAMP W06 SPRINKLER PIPE• --'-0 PRETAINER STRAP FOR PIPE 4" & SMALLER JOIST GIRDER OR WIDE FLANGE J ANVIL FIG. 69 RING HANGER (SIZE PER PLAN) HANGER TYPED' 3/8" ALL THREAD ROD FOR PIPE 4" & SMALLER 1,5 ALL THREAD ROD FOR 5" & 8" PIPE (SEE PLAN FOR LENGTH) 60 SCALE ROOF DECK TOLCO FIG. 825 BAR JOIST /-- SWAY BRACE ATTACHMENT W/ TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT JOIST GIRDER TOLCO FIG. 1001 J SWAY BRACE ATTACHMENT (LATERAL EO BRACE) LATERAL EQ BRACE NOTE: THE SPRINKLER MUST BE AT LEAST 12" HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION 2" THRU 12' WIDE DUCT, CABLE TRAY, ETC. ROOF DECK 2" 12' OR OR GREATER GREATER 2" THRU 12' WIDE PIPING / 4, 12' 2 THRU 12" WIDE OR12' \ Y OR THRU 12" WIDE DUCT, CABLE TRAY, ETC. GREATER GREATER PIPING CONTINUOUS OBSTRUCTIONS 2" TO 1r WIDE 3" LAG BOLT PRE -DRILL 3/16" HOLE .3/4" TOLCO FIG. 58 TYPICAL — . 1 ' EYELET BRANCHLINE STEEL BAR JOIST - 3/4" ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER BRANCHLINE HANGER NO SCALE FOR 1i PIPE USE 4'e"x 3' LAG BOLT PRE -DRILL 11/16 HOLE STEEL BAR JOIST— MAIN PIPING ---------FOR 5 PIPE USE \1h"x 3" LAG BOLT PRE -DRILL 3/16" HOLE 1/2' ANVIL PG. 20S SIDE BEAM BRACKET W/ 1/2" NUT &WASHER .� 1h" ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER MAIN HANGER 60 SCALE '8' SPAN PIPE 'D' W/411'x9" ROD WELDED TO EA END (DC NOT OPPOSE) TYPICAL BAR JOIST 'F' NUT & WASHER SHOP DRILL 'E' HOLE 'F' ALL THREAD ROD (LENGTH PER PLAN) HANGER RING PER PLAN NCR. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F' ROD SIZE T 1'-6" 10'-5 10'-0' 21/2 0 SCH. 10 9/15' 1/2' T2 1'-6" 10'-6' 10'-0" 2' 0 SCH. 10 7/16 3/8" SPRINKLER MAIN HANGER NO SCALE NO SCALE ROOF DECK NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION CONTINUOUS HOR. OR 'X' STEEL JOIST BRIDGING /0II s TO 11/i WIDE l r OR OR CONDUIT OR PIPING PARALLEL TO SPRINKLERS GREATER GREATER 12" FOR ANBENSRLII LESS THAN BLOWSPRINKLER CONTINUOUS OBSTRUCTIONS 3/4" TO 1 1/4" WIDE ROOF DECK NO SCALE NOTE: IF THE OBSTRUCTION IS 24' OR GREATER BELOW THE SPRINKLER DEFLECTOR, DISREGARD IT. IF THE OBSTRUCTION IS LESS THAN 24" BELOW THE SPRINKLER DEFLECTOR, THE SPRINKLER MUST BE AT LEAST 12" HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. CONTINUOUS HOR. OR 'X' STEEL JOIST BRIDGING 1 1/4" TO 2" WIDE CONDUIT OR PIPING PARALLEL TO SPRINKLERS OR OR GREATER GREATER FOR ALL OBSTRUCTIONS LOCATED LESS THAN 24" BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 1 1/4" TO 2" WIDE NO SCALE TOLCO FIG. 825 BAR JOIST I/ W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 4LA SWAY BRACE ATTACHMENT (LONGITUDINAL EQ BRACE) LONGITUDINAL EQ BRACE NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 24" HORIZONTALLY FROM THE EDGE ROOF DECK OF THE OBSTRUCTION r, r, A--\ r,/, r, r, r, SPRINKLER MAIN GREATER THAN 1 THRU 24" WIDE DUCT, CABLE TRAY, ETC. 24" 24" OR OR GREATER GREATER CONTINUOUS OBSTRUCTIONS GREATER THAN 12" TO 24" WIDE GREATER THAN 12" THRU 24" PIPE OR PIPE RACK ROOF DECK NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION rl r, n CONTINUOUS HDR. OR 'X' STEEL JOIST BRIDGINGK L UP TO 3/i WIDE Akiki 12" 12" CONDUIT OR PIPING / OR OR PARALLEL TO SPRINKLERS GREATER GREATER fFOR ALL OBSTRUCTIONS LOCATED LESS THAN 4' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 0" TO 3/4" WIDE ESFR OBSTRUCTION CRITERIA NO SCALE 39'-0" 50'-0" 50'-0" i 5\ l 7 ; • r. �o HANGER LEGEND D ' A,-, V e 0-"O B iig+(Z, 2S4 2k 1. 2 ❑ 1 �l �u, O 24i `-' 2Y4 ZYi O 2k 2 y1,} 2+k 21n I 2+n qj I Oj SSS '� 70 4-0 ( 50-10 , o sly Z+ro 6-0 4-8 4-6 5-S 10-0 .0 9 /1)'--0 tfi 06 IV 0 4-5 5-6 itl-0 I ❑ Ip, 9-x.5 ��,/ 124 i2 0 4-6 1 p=p• 5-5 t6 0 I 4-0 760 240 2'D, 1 936 i+ O /+ 0 '" 4-S 434 8-0 O `' � - 8-0 B-0 244 O 2 244 D,2 r I 8-0 4-z a -z " 2 ° 24s �-' 2 2VA OT r 8-0 `• 4-2 4-2 '• _ ' 2-0 12th 2+ 24t 2 r REMOTE AREA 2 PIPE SPIKE REMOTE AREA 1 1 0 4n 2v6 2" V (12) K17 ESFR SPINKLER HEADS 2W 2,z --EN' "Tho I❑ 2t " 2h 6-0 4-S 5 6 iZ-p = A 24z 2Vx T4[ 2 ❑ IV ❑ 9 s t2 o 72' 1 j 1 9 '0 4-6 5-6 1' 0 HYDRAULICALLY CALCULATED TO PROVIDE A 52 PSI MIN. E.H.P. FLOW AT NODE (BR1): 1,460.0 GPM 0 98.3 PSI HASS FILE: SEBCO—SYS1B 1F ❑ 3-5 1t-0 Oj 21 0 24^p 0 Z ❑ I❑ :IA 254 244 0 2y ' 21 21k Z�z 24i Vf 21h 2k --E4iI it -0 4 0 o +Z?h.� 2tk 24z S-0 4-S 5-6 1 / 2+h 2k p 2 ❑ -0 9-6 itl-0 1 2+�t 2+t 2 p IV ❑ 0 U 4-6 5-6 7 2k 0 -0 9-6 25�` IC] ❑ 7 6 It✓ 10.-0 1.0 b-8 45 2+h ❑ 5-6 10-0 2Y4 2k N3-0❑ y 6-p ❑ B-0 ❑ 4-4 n1 4-E - 2+h 27h 245 21h 21h ❑ 6-0 ' 2+h 0-6 id -0 4-0 5, " 5-0 4-6 5-6 70 0 9-6 IO 7(�0 70=40 4-6 4-5 5-8 5-6 12 0 9-,6 I/Od-70-0 4-6 5-6 10-0 4-0 ' 10-0 ~ ;-9 r '" 9-8 it 0 1+-0 " 4-6 - 5-6 " it o- ., -0 9-6 0' 2+ 2+, Zr 21h 254 2r 2 24 2 2h 24z 2. u 2+h 21h 2r 2 2r y 21/2- 2th 247 2+h 2 2r. 1 r -p 4-0 58 10 2+p 2h ❑ 6 0 •" 4-S 5-5 it =�T 2lh 24t 254 2k N' ❑ -0 9 •' t tl 1+';-0 4-5 5-5 it y -0 9-6 44� 7+-0 `• tr 0 •• 4-5 5-6 7+-0 244 2+h 24z 241 2+h ® SYSTEM #1 5-5 tr-0 21/2 2 9-8 i+-0 0 0 r 2 2. ❑ 21/2 2+ 2tk 21h 244 2 2 2 2 244 24z 2 1 0-5 ilf-0 -0 "� 5-0 4-5 5-6 ld-0 " al , 900 0/,,T pYxi 2r " TVi ,.' 2VA „ 2+h 25h TVi •" S=b ib 0 ❑ 1d-0 ❑ 4-6 5-5 0id-0 © 9 5 i2 0 ❑ td -0 4-5 '. 5-6 ❑ i2 0 255 1 0_6 TYPICAL HANGER TO BE '4E' U.N.O. 0 #1 T+h „ 2r 2 2+. 2r 2h 2Ve 2. 2r 2 2r 2+h - 4-0 m S-0 '• 4-5 5-5 5-6 758 o i 2'IL 1 ❑ 21. 2, 2k ,. 24x 244 2, '• 4-S 1+- 0 tr-0 •-6 0-6 255 2 r 2 r 2 tr-0 5-S 26 247 4-S '" it 255 " 2' " r 1r 0 •-5 ti.0 02x8/ 2t, 2+ 2 •- 5-6 r 2+h b-6 • O 247 hi 0-6 tr-0 4-0 6-0 4-5 5-6 3-5 T 4,6-1 4-6 1r-0 it 0 '" •-6 it -0 W w: 0 / II II 6 4-6 •' i,-0 i+ r :-5 •" 1r-0 5-6 .i1 0 .)...4.13-1 0/11 - 4-6 8-I : L{tLh /6 210 ��0a 211 2h 254 2+h 2Vz 2+h 210 210 210 w 24e 2 2Vt 2+ 24A II II1 2160 210 wo 24z 2 2G 2�+ 2 244 254 ,, ❑ /... � {71� fi-0 4-D, 10-0 5 -�. � "�T gt JJll 214 244 2 1-0 4-D 5-S ao 0 itl-O & i 0 5-b 0 5 I 4-6 7 0 10-0 6 0 5-5 0_5 4-6 8 I6 2 SIDEWALL 21/2 " 21h 4-6 •' 10-0 / T e4 ,. 24t " 24 4-6 '- 10-0 i 247 " 2 4-6 '" it r �5 2r 2 2: 244 1r '••- -S 1'0 5-8 2r 2 2. 244 •" ir- •' 0 0 6 -6 i+-0 5-5 r 2 . Z 2.. 254 D 1 _-D 6 •' 1U-0 5-6 9-6 2+h , 2Ir 4-6 •' 1+-0 - 242 2bk 4-6 i r' 244 2: 4-6 Ir. 2 2 t.-0 --6 1+h/ 2r 2 - 'C 0 1 r- tl •-6 D-0 - 2 r 2 r 1+.0 r_S o -s 39'-0" 50'-0" 50'-0" i 5\ l 7 ; • r. �o HANGER LEGEND D ' A,-, V e 0-"O B I 2 •" •' b x 2 2r 2tr 'n `• ®"Ib ser® 21h 3 3 / `r� _ 3A 2A �0-5 H _ -- _ 1 zr 0 9-6 1 -0 i+-0 4-6 5-6 i+-0 . " " + z z. z zn z+n z5 B-5 tr 221/ z z, " 0 1 0 o 2 r '• 4-6 2-5 4-0 760 240 2'D, '• 9-5 1+-0 '" i+-0 4-S 535 - 1r-0 936 i+ O /+ 0 '" 4-S 434 8-0 O `' � - 8-0 B-0 244 O 2 244 D,2 r I 8-0 4-z a -z " 2 ° 24s �-' 2 2VA OT r 8-0 `• 4-2 4-2 '• _ ' 2-0 12th 2+ 24t 2 r PIPE SPIKE REMOTE AREA 1 L 2Vi 2+n 2Ya 244 244 2 V 2 2 r 2. 245 21/2 2 r. 12 K17 ESFR SPINKLER HEADS ` ) 1 244 2Yi 1 2 1' o 9-6 n: U r-0 4-s s -s U-0 I . 2 2, 2 r 244 24k y 2 0 9-5 1r.0 it -p 4-S 5-6 7 "-° - V 2 r 214 247 Z 9-6 irr0 2+ 2 -0 S-6 `• ir;�tl o-6 , 2+ 2 V -" U..O t I b . 2 r o 1+-0 . 2 hb 81 �,4 ®' 21h '- 4- ; 1 6 d-0 to —a %'1 h ,. 2 - 4-0 tr Tti -0 •' S -S 1r_p 1+-0 r6 s -s n. �-6 /u =� 1 o HYDRAULICALLY CALCULATED TO PROVIDE A 52 PSI MIN. E.H.P. FLOW AT NODE (801): 1,505.5 GPM @ 102,5 PSI HASS FILE SEBCO-SYS1 4-10 e 0 1 I 1 113-0❑ 2/0 / 6-0 ❑ ! 8-0 8 4 4AH 4- 24k 2Pe 244 ,. ZVx a o' IL,? 21rh - ihD ° 2 0 X0 5 sato T 245 . 2 2,. 2L 24i 244 2 0 9-5 ir_ ,�s`u� 0 i+ 0 '• 4-6 5-S i+ P6 - 2 2 r 2 24x 24A T r 2 9 9-5 r 2 2r lir - - 1 -0 tr 2 v. 21.. 24h 1 24A � 21h 0 '• b-5 4-10 `" 0-0' 4 21n ' 21h 24x N3-0❑ y 6-p ❑ B-0 ❑ 4-4 n1 4-E - 2+h 27h 245 21h 21h ❑ 6-0 ' 2+h „ 2+ 4-0 ❑ 10 0 (❑OS -1-70 24A 24h ,' 21h 2 1 0 9-fi 1r-0 it -0 4-6 5-6 1+ 0-6 1y 0 6-6 1r.0 5 `• 1r 0 ! `• i-6' T5 4-0 ' 10-0 ~ ;-9 r '" 9-8 it 0 1+-0 " 4-6 - 5-6 " it o- ., -0 9-6 it -0 ir'. 0V U '- 4 6 4-10 `• 8-0 `• 8-D •" 4-2 4-2 •' +°; 22vz0/ „ 3-0 •- 8-0 I 8-0 4-4 4- r, •" O , 4-0 •' it -0 " 0-6 1 /2" z-.- u 2+h 21h 2r 2 2r y 2Ir '• 24i®" 2r. 2 2r 2r 21h 244 2r " 2 2r 2Ir 244 24e 2+n PIPE-0-1ET 244 2 21h 2 r 244 2+h 24z 241 2+h 7 Till 2 24z 2 1r 2. it 0 9-6 tr..p i+-0 4 6 0-5 2 2 i 2+ 299 5-5 tr-0 21/2 2 9-8 i+-0 0 0 r 2 2. tr-D oT 2 : 4-6 R 0 " 21h 4-0 '• 1r 0 = SB -9 B 24x 2, _ 0 9-5 tr-0 ir- •' 0 "• 4-6 5-6 1r-0 •' 9-6 y 7+.0 it -0 •' 4-5 4-10 •• 8-0` „ '!, 8-0 4-2 4-2 •' L -U 2 h 2 21h 2 r 3-0" .. 8-0 8-0 4-4 4- 244 247 2+n •,. 6-0 `" 4-0 1+-0 0-6 ; o' 247 245 2-z ,r T m� SYSTEM #1 '" ,, ®tY�T 2. 2 r 2r 2+n 2 r 2 2. 21h 24x 24A 24e 0-5 247 6 0 9-6•' t+,0 i+-0 4-6 o -s 2/ 2+. 2I, _ 2 2 4-6 tr-0 tr-0 •-6 1+-0 2ly/ , 247 2r 2r 2 2,, 4-5 1 -0 ir0 •-b •- 1r 50-7 Wry 0-8 8 5-5 1+-.- 2+h " 5-6 I-0 21h -D •' 5-6 0 9-6 t )0 ° 2/ 2' 2r 4-S t+-0 i+ 244 - 2. 2!r 4-5 1r-0 `• Ir -0 i+ 0 b 2 + --S 0_ c 2 -0 --5 b 6 W Ter b-5 ,.1. 7 y5��o� i�:. - 6-0 �`"'�-8 2®.. 6-0 - W� b-0 1t-0 r 2/ 21 - ..4-0 " .� hsB� 24i 21h b-0 •' S-6 a 6 BD 8-6 i+-0 ir-0 •" 4-6 5-6 it 4-6 .. -p 9-6 .. 1r-0 it p 4 5 4-10 •' 8-0 4 5 ( u ! •"' 0 •" " '. 8-0 u 4-2 4-T •' 2/ 24 "2+h. 8-0 '" 6-4 •'3-+ _ 24h 2+h „24x. .. 8-0 8-4 "3-0 8 0 244 24t e-0 8-4 "3-;_ II2 8 3-D 3-0 24z 821/20 X p / ❑ �I 8-0 8-0 4-4 hE 244 21/2 241 Th ,, ❑ /... � {71� fi-0 4-D, 10-0 5 -�. � "�T gt JJll 214 244 2 ``J' / T4 1 = TYPICAL HANGER TO BE '4E' U.N.O. � i 8 I6 2 SIDEWALL 21/2 " 21h 4-6 •' 10-0 / T e4 ,. 24t " 24 4-6 '- 10-0 i 247 " 2 4-6 '" it r �5 2r 2 2: 244 1r '••- -S 1'0 5-8 2r 2 2. 244 •" ir- •' 0 0 6 -6 i+-0 5-5 r 2 . Z 2.. 254 D 1 _-D 6 •' 1U-0 5-6 9-6 2+h , 2Ir 4-6 •' 1+-0 - 242 2bk 4-6 i r' 244 2: 4-6 Ir. 2 2 t.-0 --6 1+h/ 2r 2 - 'C 0 1 r- tl •-6 D-0 - 2 r 2 r 1+.0 r_S o -s 2+. 2+h •• 8-4 6-2 Z 2+h 9-4 S-2 i- 2 2 h '•Y+ 9-4 6-T 7Yz H ❑ 3-0 // 8-0 ❑ 8-0 6-� H 2-6'❑ /'s' 0 [71'-y 6-Ot 410 tr-0 1 0' 2/0 2+h 21 24 1 2D,! 24 2, MANUF 1402EL I; ❑ 3-0 2b4 0 / fl ,2-1/2,,,,, 8-0 8-0 6- 2-S 21h 24x 211 210 /1 ❑ 6-0 h0 1d 0 0-5 a 7/p OI / r s.,'io21/2 21.2 ' 2 K FACTOR HEAD, 1921sCH FINISH � FINISH i-0 : 21 21 :. 2 2.. _ 2 2 . 24x it -0 1r:0 :-6 1r -D 5-8 qy/ 7-: 21-6 244 2Ir. 2 . 2 4-5 •' ir-0 " ir-0 " •::-6 b ' .9'-'10-3 58-17 s, / 6-0 ' „ b-0 RBIag4-0 2ro '-IIs T 2+n 244 5-b 3 N3_0❑ y 8-0 ❑ / 8-0 o 6_ 112-6❑ 4-0 6-0 �'-t,._4-0 ❑ i(0 �0-S 103 660 t3 I I 50'-0 NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. 2' 10' 5' 20' SCALE 3/32" = 1'-0" 50'-0" SYSTEM #1 - PIPING PLAN SCALE: 3/32".1'-0" 50'-0" 0 23'-0" 27'—O" 26'-6" 0 �F\ (F) (G) (H) KEY PLAN NO SCALE of 1 1'A,/, O F pf * �/j, Fy l� F� v l[ 2 a 0,1 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM, CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W x Y Z APPROVAL REQUIRED CITY OF TUKWILA TEMP RATING co zoO 165 ° -9- 212 ' 9 1 t/2 () 201° E.1 I * 1 /2" z-.- iso ° 500 ° "> I, 1/2" (,)1/2" 1' FITTING LEGEND P PIPE-0-1ET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 7° STRU00URE TO CENTER LINE OF PIPE IN INCHES STATE CERTIFICATION 1 WASNINGTON STATE '7 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Pietro Demonte 5541-0610-C Level 3 Patriot Fire Protection, Inc. PATRIFPn099C/F y/ ) (rid 4 Expires .1/4 {9nNun L'1 U Date Qat J 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE SPRINKLER LEGEND '" ,, SPRINKLER ORIFICE SIZES AND TYPE I 5 3]6 i (, 0 /, D, 1/2" 2 16 6 p SPRAY 3 6 17 32 SPRAY LI EI Lt 3/4" 1 __ 3 7 i ``J' `3 1/2' 8 I6 2 SIDEWALL 4 ,t� 1- 2 DRY TYPE O " I^ SPRINKLER HEAD LEGEND SYN. MANUF 1402EL SIN9 TYPE THREAD SIZE K FACTOR HEAD, 1921sCH FINISH � FINISH TEMP 0TY ❑� RELIABLE 1JL17 ESFR RA1914 PENDENT 3/4" 11S.8K BRONZEI N/A 103 381 I 1 I I i I TOTAL 301 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND 111 LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL 8E PROVIDED 1N ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO 8E IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013_ EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 2013 EDITION 7. OWNER TO PROVIDE ADEQUATE HEAT 0 AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FR06 FREEZING. 8 ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED BY OTHERS 9 PAINTING O OFHER0 PIPE & EQUIPMENT (IF REQUIRED) TO 8E PROVIDED 6Y 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY Q+31F,RS _,_ DESIGN CRITERIA SEE SHEET FP -2 PIPE NOTES 1. ALL WELDED/GROOVED MAIN PIPING TO BE SCH10 BLK 2. ALL WELD/GROOVED BRANCH LINE PIPING TO BE FLOW 3. ALL THREADED PIPING TO BE SCI -140 BLK REVISIONS NO DATE I BY OESCRYTION 1 CONTRACT WITH: POE CONSTRUCTION 1519 WEST VALLY HWY 0 AUBURN, WA 98001 ALAN PETERSON: 253-833-2400 PROJECT NAME: SEBCO 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 PATRIFP099CF 1iVWW. PATRIOTFIP.E.COM pietrod®patriotiRe.com FIRE SPRINKLERS SAVE LIVES! PROTECTION, INC. FIRE2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE SHEET DATE 7-6-2018 JOB NO. 11-2108 3 of 5 SPRINKLER MAIN SPRINKLER PIPE -6 JOIST GIRDER OR WIDE FLANGE ANVIL FIG. 69 RING HANGER (SIZE PER PLAN) HANGER TYPE 'D' USE I/i ANVIL FIG. 92 TOP BEAM CLAMP W/10" RETAINER STRAP FOR 6'& 8' PIPE 3/8' ANVIL FIG. 92 TOP BEAM CLAMP W/8' RETAINER STRAP FOR PIPE 4' & SMALLER 3/8' ALL THREAD ROD FOR PIPE 4' & SMALLER 1/z ALL THREAD ROD FOR 6' & 8' PIPE (SEE PLAN FOR LENGTH) NO 5CA6 TOLCO FTC. 825 BAR JOIST 7 - /AY ATTACHMENT W W/ TOLCOLCO FIG. FIG. 980 SWIVEL SWAY BRACE ATTACHMENT JOIST GIRDER TOLCO FIG. 1001 SWAY BRACE ATTACHMENT (LATERAL EO BRACE) LATERAL EQ BRACE f TOLCO FIG. 825 BAR JOIST W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT NO SCALE TOLCO FIG. 4LA SWAY BRACE ATTACHMENT (LONGITUDINAL EQ BRACE) LONGITUDINAL EQ BRACE SPRINKLER MAIN NO 50606 ,, 'A' HOE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE SPAN T PIPE 'D' W/44'x8' ROD 1 WELDED TO EA END (DO NOT OPPOSE) I TYPICAL BAR JOIST �'F' NUT & WASHER A 21/2 0 SCH. 10 9/16" 111 J L. SHOP DRILL 'E' HOLE 7" ALL THREAD ROD (LENGTH PER PLAN) HANGER RING PER PLAN HCR. LABEL NO. 'A' HOE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F' ROD SIZE T 1'-6" 10'-6' 10'-0' 21/2 0 SCH. 10 9/16" 1/2' T2 1'-6' 10'-6' 10'-0' 2' 0 SCH. 10 7/16' 3/8' SPRINKLER MAIN HANGER NJ SCALE 244.. 2Vt 2 `1 T `'' T'h "' 2 Wil-- G 0 _ 2h 2 1k 2y� 2 2'h 00/ y 2+h µ 244 244 2V, 2Vx 6 4140 1r-0 - '11 ❑ 40 0/ S'8-10 0 z4 5-0 4-5 Ib 5-6 5-5 11 zn o zh Ib` 5 fl 2k 4-5 1 0 ❑ 7 - 1 - - 04-2 0 9 5 -- iD 6 0- t , 4-2 1 -0.- ib -0 5 10-0 °- 2h ® 1 REMOTE AREA 3 1 O O ] 2v (12) K17 ESFR SPINKLER HEADS HYDRAULICALLY CALCULATED TO 24 2� 4- ® 4-b t ® 1 1 of e e A/ 0 5-6 2+h5/ PROVIDE A 52 PSI MIN. E.H.P. FLOW AT NODE (BR2); 1,458.5 GPM 0 104.0 PSI HASS FILE: SEBCO-SYS2 o �I 1 0 2'h I e (;) ie 0- 1 2 a -0 4-0 244 / 5 6-0 4-6 5-s 5-fi ; 2Vt 2h - 2Vt 2Vx 1 244 2 `� 2 2+ O 2V4 ❑I ❑ ❑ }'1 2Vx 2lo 214 7 t 24} 21h ❑ ❑ 0i ❑ 46 , ,,,_ i2 2 0 ❑ !-0 (a-) r 2+h / S 0 04 ❑ 2th 2Vz 2Yx 2 4-6 id -D ❑ it . 2 2 0 8�8 i-0 5-6 , 21. 244 244 2 4-8 7d-0 10-0 $'', 6 itl-0 5-6 'AI r - 2 2r 2 r ., 24} 24x 2 4-6 O -♦:]I ''.I 1.-0 I 2r " 4-0 '' 2V „ 6-0 " 4-5 5-6 11 Z.-® T 600 2.,h „ 2'h 24t 2k V 0 3-5 1+ 0 tr-0 4-5 5-6 t0-0 9-S /"1'-0 ® SYSTEM #2 2E2 2. 2r 21 „ 21 2Ye LT 2+ 2. 2r „ 24k 244 2, -{BI s .- 5 it 0 4-0 S-0 4-6 5-6 i' se 10 T D 9 S i. r '- tr-0 4-6,, 5-5 1r' 0 9-6 it -0 t+ 0 4-6 5-6 °-s TYPICAL HANGER TO BE 6 '4E' U.N.O. 2, 2'0 2V „ 2'h 244 2 kL.2 2.r 2 244 21h 2 r 2 2.. 2', 2+h 2Vt 2 -6I -1 0-6 - 1.-0 4-0 6-0 !-5 5-6 '" 1r t Er 0 9-5 " 1r':-0 0- 2 2 10I 0 4-6 5-5 i. 1 2' 2Vx 24k 2 0 9-5 1..0 71-0 0-s 21 2Kz 2 ❑ u 4-6 5-5 it Tth 21h 2 ❑ 0" ❑ -0 21 2V 2'h 21h 2 711-0 21, ❑ 4-0 "/ 5-0 ❑ 4-5 10 T O 2/ 2lh „ 244 21h 2 ❑ 8 8 ,�, /I❑ itl-0 001 r 2 . 2. ❑ 10 4 6 16,,... 5-5 ❑ id 1 ',,, - 2. 2th 2Vz 2 -0 9-9 �❑ iD,-D 700 2-Vz5/ r 2 2. 2 hb 5-6 10 I 21h 244 2, b -El{ 1'-0 E�t�, 2, " 4-0 - S-0 - 4-6 5-S 10-0 X10 Q T 2'2 2Nz 2+h 2Ve 2, 9-5 trTO 2.. 2.. tr 0 4-6 5-6 it 2 _ 2'h ' 2V2 2r 0 9-6 1'-D ir',tl 2 2,,. 2t- 4-6 5-5 1,-0 21h 2Ys 2 �'.. W/ Et u 0 4 0 6 0 4 5 5-6 h 0.o- 0 9-S tr.. 0 1r -p " 4-6 5-6 i D -U 9-S 1r 0 1 0 4 o - 39'-0" 50'-0" 50'-0" -nth"x 3' LAG BOLT PRE -DRILL 3/16' HOLE 4'e' TOLCO FIG. 58 EYELET 52' ALL THREAD ROD & RING HANGER SIZE PER PLAN TYPICAL - 6_.... BRANCHLINE STEEL DAR JOIST - SPRINKLER BRANCHLINE HANGER STEEL BAR JOIST MAIN PIPING FOR 8' PIPE USE i'D'x 3' LAG BOLT PRE -DRILL 11/15 HOLE ----FOR 6" PIPE USE V{x 3' LAG BOLT PRE -DRILL 3/16' HOLE /2' ANVIL FIG. 206 SIDE BEAM BRACKET W/ 1/2' NUT & WASHER 1/z ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER MAIN HANGER NO SCALE ABT B\ ROOF DECK NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION 2' THRU 12' WIDE DUCT, CABLE TRAY, ETC. ROOF DECK OR OR \ 2' THRU 12' WIDE OR OR PIPING GREATER GREATER 2' THRU 12' WIDE DUCT, CABLE TRAY, ETC. T F 1 12' 12" (S) OR OR \ Y THRU 12' WIDE GREATER GREATER PIPING CONTINUOUS OBSTRUCTIONS 2" TO 12" WIDE NO SCALE ROOF DECK NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION CONTINUOUS HOR. OR 'X' STEEL JOIST BRIDGING 3/4" TO 11/i WIDE CONDUIT OR PIPING PARALLEL TO SPRINKLERS GREATER GREATER FOR ALL OBSTRUCTIONS LOCATED 1150 THAN 16' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 3/4" TO 1 1/4" WIDE ROOF DECK NO SCALE NOTE: IF THE OBSTRUCTION IS 24' OR GREATER BELOW THE SPRINKLER DEFLECTOR, DISREGARD IT. IF THE OBSTRUCTION IS LESS THAN 24" BELOW THE SPRINKLER DEFLECTOR, THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. /A/ CONTINUOUS HDR. OR 'G' STEEL JOIST BRIDGING 1 1/4' TO 2' WIDE CONDUIT OR PIPING PARALLEL TO SPRINKLERS / 2" 12" OR OR GREATER GREATER FOR ALL OBSTRUCTIONS LOCATED ESS THAN 24' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 1 1/4" TO 2" WIDE NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 24' HORIZONTALLY FROM THE EDGE ROOF DECK OF THE OBSTRUCTION n�nn n n n r' ry a GREATER THAN 12" THRU 24" WIDE DUCT, CABLE TRAY, ETC. 24" OR GREATER OR GREATER CONTINUOUS OBSTRUCTIONS GREATER THAN 12" TO 24" WIDE )/ GREATER THAN 12" THRU 24" PIPE OR PIPE RACK ROOF DECK NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION n CONTINUOUS HOR. ' STEEL ORJOIST BRIDGING\ UP TO A% WIDE CONDUIT OR PIPING PARALLEL TO SPRINKLERS ESFR OBSTRUCTION CRITERIA 5'-0' I 10'-0' SL -0"' 5'-0" v REMOTE AREA rn 12" 12" OR OR GREATER GREATER FOR ALL TOBSTRUCTIONS4" BELOW SPRIN LESS THAN SPRINKLER CONTINUOUS OBSTRUCTIONS 0" TO 3/4" WIDE A ; 1 A \ T 0--66 5-d - 8(.i 0-6,4 0 1 r� On 1 - 02 Ln 0-5 2 2h 244 10-0 22 2 10-0 2 n_ 6 T2ALO 2 - 2 2''6 8-0 2+k 10-0 6 '"' 1.-0 2W 2+h 2vz 1Z D 4_6 Ib, 5_S B3 24 1 -0 O to 2 SYSTEM #2 TYPICAL HANGER TO BE '4E' U.N.O. 0 Ztr 2'h ❑ 1D-tl fl 4-5 Ib 0 ❑ 4-8 24 2h 74 50'-0" b 50'-O" 50'-0" 50'-0" 23'-0" NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. 2' (sT 10' 0' 5' 20' SCALE 3/32" = 1'-0" i10) SYSTEM #2 - PIPING PLAN SCALE: 3/32'=1'-0' �1 1 151 iET KEY PLAN NO SCALE NO SCALE HANGER LEGEND A "U" HOOK B COACH SCREW ROD D E BM. CLAMP W/ "STRAP EYELET FLUSH SHELL G H CEILING FLANGE SIDE BEAM BRACKET K M SHORT CLIP ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT 5 PIPE SPIKE T U V W x Y Z APPROVAL REQUIRED CITY OF TUKWILA TEMP RATING 0 165 -8-- 212 ° 286 ° 350 ° 500 ° FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING 5N 2800000 SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE n STRUCTURE TD CEN1ER f� LINE OF PIPE IN INCHES STATE CERTIFICATION r n s 2 - WAY EARTHQUAKE BRACE - - 4 - WAY EARTHQUAKE BRACE SPRINKLER LEGEND SPRINKLER ORIFICE SRES AND TYPE 3 7 1 SPRAY 105 2 16 2 0 O 1/2" ® 1" SPRAY ■ 3/4" z 3 7 i6 i 2 51DEWALL 2 a 1/2" Q DRY TYPE O 0 O 1• SPRINKLER HEAD LEGEND SYM MANUF M00EL SING RELIABLE 3917 ESFR LRAI914 REUAOLE F1FR56 RA1435 TYPE PENDENT PENDENT THREAD., K HEAD 1650UTCH SIZE 'FACTOR] FINISH FINISH 3/4" 16.8K BRONZE I NJA 1/2' 15.5K BRONZE N/A TEMP 165 15S 01Y 353 3 TOTAL 355 QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND 21 LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN TH0511 (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 ED1T1ON. d. 9191 HANGERS AND METH00 OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED d WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013. EDITION. 0 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF 85 010001CAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OT 0 9. PAINTING OF PIPE 6 0001190NT Of REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE C EQUIPMENT OF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA SEE SHEET FP -2 PIPE NOTES 1. ALL WELDED/GROOVED MAIN PIPING TO BE SCH10 BLK 2. ALL WELD/GROOVED BRANCH LINE PIPING TO BE FLOW 3. ALL THREADED PIPING TO BE SCH40 BLK REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: POE CONSTRUCTION 1519 WEST VALLY HWY N AUBURN, WA 98001 ALAN PETERSON: 253-833-2400 PROJECT NAME: SEBCO 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 ATIIIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 FIRE SPRINKLERS SAVE LIVES! TEL (253) 926-2290 FAX: (253) 922-6150 DESIGNER SHEET DATE 7-6-2018 JOB NO. 11-2108 TOLCO FIG. 825 BAR JOIST W/TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 4LA SWAY BRACE ATTACHMENT `- SPRINKLER MAIN (LONGITUDINAL E0 BRACE) LONGITUDINAL EQ BRACE NO SCALE TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT //— W/ TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 SWAY BRACE ATTACHMENT (LATERAL EU BRACE) LATERAL EQ BRACE NO SCALE PIPE IT W/4'e'x9" RCD WELDED TO EA. END (DO NOT OPPOSE) TYPICAL BAR JOIST 'F' NUT & WASHER d_ 1 1,,4,...._ '� SHOP DRILL 'E' HOLE �'r ALL THREAD ROD (LENGTH PER PLAN) HANGER RING PER PLAN HO. LABEL NO. 'A' HOLE DIM. 'B' PIPE LENGTH 'C' SPAN 'D' PIPE SIZE & SCHEDULE 'E' HOLE SIZE 'F ROD SIZE T 1'-6' 10'-5' 10'-0' 21/2' 0 SCR 10 9/15 1/2" T2 1'-5' 10'-6' 10'-0' 2' 0 SCH. 10 7/15 3/8' SPRINKLER MAIN HANGER ROOF DECK NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 12" HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION 2" THRU 12' WIDE DUCT, CABLE TRAY, ETC. ROOF DECK OR OR GREATER GREATER 2" THRU 12' WIDE PIPING / X, 12• 12• OR OR \ r THRU 12' WIDE GREATER GREATER PIPING r THRU 12' WIDE / DUCT, CABLE TRAY, ETC. L CONTINUOUS OBSTRUCTIONS 2" TO 12" WIDE NO SALE 3' LAG BOLT PRE -DRILL 3/15 HOLE 8e TOLCO FIG. 58 TYPICAL — < EYELET BRANCHLINE STEEL BAR JOIST - 4'® ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER BRANCHLINE HANGER STEEL BAR JOIST— MAIN PIPING E.. N0 KALE FOR 8' PIPE USE A'e'x 3' LAG BOLT PRE -DRILL 11/15' HOLE FOR 6' PIPE USE 1/2"8 3' LAG BOLT PRE -DRILL 3/15 HOLE I/O' ANVIL FIG. 205 SIDE BEAM BRACKET W/ 1/2" NUT & WASHER 1/2 ALL THREAD ROD & RING HANGER SIZE PER PLAN SPRINKLER MAIN HANGER ROOF DECK NO SOLI NOTE: THE SPRINKLER MUST BE AT LEAST 12' HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION A& AW A& AIL 1111. AK AIL Aft Aft AK CONTINUOUS HOR. OR 'X' STEEL JOIST BRIDGING W TO 11/4' WIDE / OR OR CONDUR OR PIPING PARALLEL TO SPRINKLERS GREATER GREATER FOR ALL OBSTRUCTIONS LOCATED LESS THAN 15' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 3/4" TO 1 1/4" WIDE NO SCALE NOTE: IF THE OBSTRUCTION IS 24' OR GREATER BELOW THE SPRINKLER DEFLECTOR, DISREGARD IT. IF THE OBSTRUCTION 15 LESS THAN 24' BELOW THE SPRINKLER ROOF DECK DEFLECTOR, THE SPRINKLER MUST BE AT LEAST 12" HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. /Alr" 1 1/4' TO 2' WIDE / 12° CONDUIT OR PIPING OR OR PARALLEL TO SPRINKLERS GREATER GREATER CONTINUOUS HDR. OR 'X' STEEL JOIST BRIDGING FOR ALL OBSTRUCTIONS LOCATED LESS THAN 24' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 1 1/4" TO 2" WIDE NO (1) 50'-0" (2) 50'-0" 3) 50'-0" (4) 61'-0" (5) REMOTE AREA 5 (12) K17 ESFR SPINKLER HEADS HYDRAULICALLY CALCULATED TO PROVIDE A 52 PSI MIN, E.H.P. FLOW AT NODE (BR3): 1,477.4 GPM © 127.4 PSI HASS FILE: SEBCO-SYS3 ES 10'-0' 0'-0' Jct ® w E3 —{71/; a Fig 0_0" 5.-4" _j 013 NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. REMOTE AREA 5 (12) K17 ESFR SPINKLER HEADS HYDRAULICALLY CALCULATED TO PROVIDE A 52 PSI MIN. E.H.P. FLOW AT NODE (BR3): 1,476.5 GPM © 119.2 PSI HASS FILE: SEBCO-SYS3B o- T P 4-0 4-92 2 5-82 4-6 2 4-0 4-5 1 0 e21 2 24'2 4-6 5-B it".0 " h6 4-0 - 11-0 8-. 7-0 - 3-6 98-6 ? 1 254 24h 0 244 244 244 B- 7-0 " 3-6 6-6 " 10-0 SYSTEM #3 a 2- .. 2 0-0 " 4-6 ', 5-5 " 10-0 TYPICAL HANGER TO BE '4E' U.N.O. 63) (D) 29 21/2 2V 2 2� 2h 1 0 4-0 4-0 1' 0 5-6 4-6 2-0 21h , 244 :, 2.. 21h 244 „ 244 2Nt 244 :i-6 iF-O 8 6-0 , " 3-6 6-6 10-0 SPRINKLER PIPE JOIST GIRDER OR WIDE FLANGE ANVIL FIG. 69 RING HANGER (SIZE PER PLAN) HANGER TYPE 'D' USE 1/2' ANVIL FIG. 92 TOP BEAM CLAMP W/10" RETAINER STRAP FOR 5& 8' PIPE 3/8' 84541 FIG. 92 TOP BEAN CLAMP W/8' RETAINER STRAP FOR PIPE 4' & SMALLER 3/8' ALL THREAD ROD FOR PIPE 4" & SMALLER 1/i ALL THREAD ROD FOR 5' & 8' PIPE (SEE PLAN FOR LENGTH) ROOF DECK n n NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 24" HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION 2 2 24Y 244 21h 2+h „ 2 2Nd 244 ., 2'h 1r-0 1r0 " 4-4 , 5-8 5-0 - 4-0 " 9-4 8- 8-0 '" 3-6 mY21 6-0 ° 6-0 / 4-0 GREATER THAN 12 THRU 24" WIDE DUCT, CABLE TRAY, ETC, 24" 24" OR OR GREATER GREATER CONTINUOUS OBSTRUCTIONS GREATER THAN 12" 70 24" WIDE GREATER THAN 12°THRU 24" PIPE OR PIPE RACK NO SCALE NOTE: THE SPRINKLER MUST BE AT LEAST 12" HORIZONTALLY FROM THE EDGE ROOF DECK OF THE OBSTRUCTION r, t\ r, r, r, vi UP TO 3/4. WIDE / 12" CONDUIT OR PIPING PARALLEL TO SPRINKLERS ESFR OBSTRUCTION CRITERIA GREATER GREATER CONTINUOUS HDR. OR 'X' STEEL JOIST BRIDGIN FOR ALL OBSTRUCTIONS LOCATED LESS THAN 4' BELOW SPRINKLER CONTINUOUS OBSTRUCTIONS 0" TO 3/4" WIDE N0 SCALE 2' 10' 0' 5' 20' SCALE 3/32" = SYSTEM #3 - PIPING PLAN SCALE: 3/32"=1'-0' r► iF1 iG1 iH1 KEY PLAN NO SCALE 4tCW* k�"'•-- OSEfi G V W �s ' *)NM' �N-i�` HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z APPROVAL REQUIRED CITY OF TUKWILA TEMP RATING SPRINKLERS UP ANO DOWN --AB-- O 155 ' 212 ° 1/27 4 1' .. 286 ° 1" L` 1/2" E•E 350° 1` ® 1- `soo° 520. I/O" I/O' FITTING LEGEND P PIPE -0 -LET F PLAIN END FIT FITTING 5N GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE /'" (1 STRUCTURE TO TER LINE OF PIPE IN CEN102005 1 STATE CERTIFICATION 1 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Pietro Demonte 5541-0610-C Level 3 Patriot Fire Protection, Inc. PAT R I FP0 9 9 CS� F U` A�. pate . 191/911911 S19natu-rA 1 --•—.- 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE SPRINKLER LEGEND ,- SPRINKLER ORIFICE SIZES AND TYPE ut 1 5 3 7 1 O® 1/2" 1 16 8 i6 Z SPRAY © ® 1" 3 4 17 12 SPRAY!� ❑ L•] ® 3/4" 1" i_ 3 7 1 Q Q i/2" 2 T i6 2 SIDEWALL <t 44 1' 1` DRY TYPE O O 1' 2 , SPRINKLER HEAD LEGEND 5/1,4MANUF 1 MODEL SIN$ TYPE THREADi K SIZE ;FACTOR HEAD 100001201 FINISH FINISH TEMP 211 ID RELIABLE 1‘1117 [SFR ( RA1914 PENDENT 3/4" ] 16,8K BRONZE, NJA 165 285 Q RELIABLE I F1ER58 1RA1435 PENDENT 1/2' 1 5.5K BRONZE N/A 155 1 ! I I ( ! i i I 1 I TOTAL (287 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO 8E NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND D14E051005 SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET 00. 13, 291,3,0211100. 5. PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED 8 WELDED, SHAD. BE 10 ACCORDANCE WITH NEPA PAMPHLET N0. 13, 2013 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED BY OTHERS 9. PALBYMINGOTHERS OF PIPE 8 EQUIPMENT OF REQUIRED) TO 8E PROVIDED ING OF PIPE 6 EQUIPMENT OF REQUIRED) TO BE PROVIDED 10. FURR001/08 BY 0 DESIGN CRITERIA SEE SHEET FP -2 PIPE NOTES 1. ALL WELDED/GROOVED MAIN PIPING TO BE SCH10 BLK 2. ALL WELD/GROOVED BRANCH LINE PIPING TO BE FLOW 3. ALL THREADED PIPING TO BE SCH40 BLK REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: POE CONSTRUCTION 1519 WEST VALLY HWY N AUBURN, WA 98001 ALAN PETERSON: 253-833-2400 PROJECT NAME: SEBCO 11060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 PATRI00099CF WWW.PA.TRIOTFIRE.COM pietrod®po(riotf:re.GomSPRINKLERS SAVE LIVES! pATRD E PROTECTION, INC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER PIETRO DEMONTE SHEET DATE 7-6-2018 5 OF 5 JOB NO. 11-2108