The URL can be used to link to this page

FSS2022-0049Description: MONTAGE - CONFERENCE CENTER Type: FIRE SPRINKLER (WEB) Subtype: Status: ISSUED Applied: 2/11/2022 ECON COMMERCIAL/INDUSTRIAL Approved: 6/2/2022 KHET Parcel No: 777490011 Site Address: 52027 SILVERROCK WY LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 6/2/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $70,000.00 Occupancy Type: Construction Type: Expired: 11/29/2022 ECON No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 111 Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY NAME TYPE NAME ADDRESSI CITY 7THOUSAND STATE ZIP PHONE FAX EMAIL APPLICANT SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST #C THOUSAND PALMS CA 92276 (760)404-1350 jpaulus@shastafire.co m OWNER SILVERROCK PHASE 1 3551 FONTUNA RANCH RD ENCINITAS CA 92924 (760)404-1350 ? Printed: Monday, April 03, 2023 9:57:12 AM 1 of 3 WSYSiEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS 101-0000-42421 0 $240.00 $240.00 6/2/22 WEB11973 637471690 CREDIT 476633 ECON COMMERCIAL/INDUSTR 74 IAL FIRE SPRINKLER SYSTEMS 101-0000-42420 0 $667.00 $667.00 6/2/22 WEB11973 637471690 CREDIT 476633 ECON COMMERCIAL/INDUSTR 74 IAL PC Total Paid for FIRE FEES: $907.00 $907.00 RECORDS 101-0000-42416 0 $11.00 $11.00 6/2/22 WEB11973 637471690 CREDIT 476633 ECON MANAGEMENT FEE 74 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/2/22 WEB11973 637471690 CREDIT 476633 ECON ENHANCEMENT FEE 74 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:00 $923.00 RETURNED REVIEWS STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST FIRE - ETRAKIT KOHL 2/11/2022 2/28/2022 3/8/2022 REVISIONS REQUIRED SEE ATTACHMENTS (2 WK) HETRICK PLAN COMMENTS ONLY IN PURPLE NOTES 1ST PERMIT TECH — PERMIT TECH 2/11/2022 2/14/2022 2/14/2022 COMPLETE ETRAKIT (1 DAY) BUCKET 2nd Submittal Attachment notification was 2ND FIRE (1 WK) KOHL 4/21/2022 4/28/2022 6/2/2022 APPROVED SEE ATTACHMENTS missed and therefore no 2nd Review created. Will HETRICK review ASAP Printed: Monday, April 03, 2023 9:57:12 AM 2 of 3 WSYSiEMS BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL MONTAGE CONF CTR 1 MATERIAL SUBMITTAL MAT SUB 2-11-22.pdf DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL FLOW Scenario 3 - Shared 1 TEST DATA Services.pdf LA QUINTA DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL PLAN RESIDENTIAL PLAN 1 REVIEW APPLICATION REVIEW APP.pdf 21-065 MONTAGE CONF DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL AUTO CTR FIRE SPKR 1 FIRE SPKR PLANS PLANS.pdf DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL AUTO 21-065 MONTAGE CONF 1 FIRE SPKR HYD CALCS CTR HYD CALCS.pdf MONTAGE CONF CTR DOC 4/21/2022 Etrakit Contractor STRUCTURAL STAMPED STRUCTURAL REVIEW 1 PLANS 4-21-22 STAMPED PLAN 4-21- 22.pdf 1st REVIEW - MONTAGE 1st REVIEW - MONTAGE DOC 3/8/2022 KOHL HETRICK CONFERENCE CTR - FIRE CONFERENCE CTR - FIRE 1 PLAN CORRECTIONS.pdf PLAN CORRECTIONS.pdf FSS2022-0049- FSS2022-0049- DOC 6/2/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 6/2/2022 KOHL HETRICK FSS2022-0049 - COA FSS2022-0049 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Printed: Monday, April 03, 2023 9:57:12 AM 3 of 3 WSYSiEMS nr iRIOtR [sgmrtRW a•Rn pEiuL --po alms mnuocra.��-� rrrx[faw[a i.ls ouxww iarnrw ixxlual fL!%I�E pR]11T�11^HklEll -ties,-n .._.=�: papptty pENCEN}EMIXgEII ixce.un sswwal MAINUPR 9ROP MTNa wvicewm ewwev. ixirurr mm_ - Im eEnoErm eFaanLER vaa WIT[-rylYY! /GGI[V -rraa•r-.-re •ae-.m r�nnl rew _ aRa�ul�i =-' - ��•�- � -F ,' I �� MOOM T90PMV ' l AS I ._......... .... {- ---.Ir sw �. -; - -- - -- ---- ------ .. Me WILD" .Y ':inw•na'Mrrrr. •. •' Yt ••••••,'••• n[M.�IwasxNratauvae•,•••.w,. EL41.4a'l�Ei �[�mmalL❑JJ�IL❑JJ- �- 59 B171L0r16 :,— al -wrvenw nw..wr. 'I iw neenrw wwuaiwee wa anlrwu wp(M.TAImYYLaS•u8'�WA� � rR Se��iQA aE01.NEMEMIE'm rrare•w+ ax v�l..lrarnr-avnr.��w!a.•reaww w� xarn¢ _ •aae w�aTw arl rr-rc �' a.:�...�.�w.. eaprYuraf•q[N[ wr IM4YJ=per waa o-•��w,.. n races• unwl le rl of Ime Eon �•• w.i Wri.�wae•Vanr uaxu w.suoarr --�� _ _ v r�..wer. -.exc L�r�allE fglCA rw�m' reuaa�nnv.wn orlllwwn iaK�FL iOid�riM •n1 i41h Y1P [KOF. yTIxIMGiR kfb� �YYIWLL.E NI ACCp1R4CE1HfN ClC M i,.rtaneiW[ wel•R4•wkN![A[h•NTn iHYMlaIR'IMS V OwP'a1EaW1E 1 h' fa Y a4.119E bil M AAC. WFM HEt➢BC AAp eRpTEa FTWUA #ewes+ vrti e•rwrxon-n wnr•nae armar.P �G9H•YLL,aR96aiNe1416 ip1+a0.Ys M.nI HSLfF.P UP OnitlaECarnMPl. cnw « .,,....new--. •.....arr.. rs.w rwr J.- tteRe[1••aTsa4AR LLAiiWiTa WRh0.R0.PPTrWa �'� .rcwwr�•r.. n-a[www.�+r��'w[ �41M1r®mmaS]ozcurxaa Ewa mwlm bacnix.cn�e a[axcusf xa u uaawwaw-aw_ i �.FIWGEM MLiEPo4lEEV%f�.WOl1iTeLl4R'iNT4iEWACCDC4w:E WRX LFN 1L IIlO - _ .rc�aaaa rr• p.4wUrnMNi:.MSeW�aaveSrSleak vWiY reeieW}LI.IIl FYMti ....,..,..�....� a-...�e,..-ate I�j lusmva snuieeMxrwenu ro�oave,Yf liHGwIMrVAX�.i�FxcGGm wwn A AuuEciecx llE'nc Ea REouEa.a evAEabuLL aE 1NRWe•'oTERe okxNIRG IndER gey.a inv[m aelnwawsswu:aermNxeoow Mvweeees xrm ne nrvwcvaewrz ' fdi ' Qel. a r° 1lM Meta!!. 'W1'�[Li�ol�tnx%�er w-nLhnA"--_ WIF4➢laMiEYLLPW 4,err LRNNe e •-aA ' n -�I ec wrxexi�maa —__ Jmum: Coil suCk elreucmrTl cerlaarrr[Pt v YPFR[I0.L L + - wvw.w aver •Llrl reM•+ pr � a e Ir�M TurFO.p � \ a• � ws� CQTAIL R LCICA r.MAP SfARCPIPE91' WMCRITERIA MMAHIiAL LAOTOWTIC '71wE7 CpT 7CLASS I CCIASSIr IMCIASSgi APPROVED —. _ na�.owe..a icy,p,P,m,p„elrv.e.nwyn,oxrr,mP„I,w„ BsaJ Rive ids County Fire Departments bny. ywlyr La Quints Office of the Fire Marshal F BY: Kahl Hetrick"a` ^mac° r _ - aai17111ow race Mr rc Lm—t—iderAaed abme: 'i7a lr+n FIRE SAFETYSPECIAIJST 09 i/eeyn —1,11 RI Imm Sw elnlpt aressurai rpr lw ruiPtne 0W002M212109PM psM9 ic—dWIIAIN ah—.. > P' meal of plans antl specelca+ions tlee5 nm vnla+ion, tleletion,w p srailation aany r�uireme fiitle 2a orany DeSgi aleuc premuleeM seals# rystem demald until appr Ina ces. Freuoeowmm�elm w pe F� nor-'� Ii.0. Iqw orad [midyal pPaaurcl of o syxenm aPmlml accaawee �e.�a eamrl�a aaoe a SITE PLAN -SHOWN PO PERMIT# - FSS2022-0049 R HYDRAULIC CALCULATIONS 5 _IONS _— �� uv .rq Rt r°d'Rr#LNparlrtlonl [P[rr[ooa +�r4 �a"@�^""^'�"'8�15.I�43n�°�a�..w....�w.ww..,.e,w....x. w.Fesn-v..�w..w�....a,w,,,,�x....LF.w.r�,w.,aa.4l.e.x,�•.�ma.rox�w...rxw�.ovwUw. x+a.,.�w..pra �T.w....�xw.ia.e. o:iaaaax-a..r r f - PROJ€Ci VICINITY MAP v 1L U_ rn �i to vl R SV n 00 0 N rl ui a C-E Sprinkler Legend - Conference Center Building Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Viking VK462 MIRAGE QR 178 5.6 Pendent '/2 Quick White 200°F CONCEALED Viking VK3021 QR PENDENT 119 5.6 Pendent '/2 Quick Black 200OF SEMI RECESSED r Viking VK176 QR-DP 9 5.6 Pendent 1 Quick White 200OF DRY -PENDENT Viking VK300 Microfast 139 5.6 Upright '/2 Quick Brass 200°F Viking VK950 C01N 166 5.6 Upright '/z Quick Brass 200OF Viking VK462 MIRAGE QR 91 5.6 Pendent '/z Quick White 200OF CONCEALED CUSTOM COLOR Tvta I = 702 SUPPORT INTERVAL OF STEEL LINES: LINES PERPENDICULAR TO JOISTS: 3" AND 4" STEEL LINES STEEL LINES PERPENDICULAR TO JOISTS SHALL BE SUPPORTED AT 10'-0" MAX li7 [O f o a C'4 Z LL. N 1 8 Imp ° 0 a Z ❑ >L I[} � Cf) [t7 �'- r E CL c°� 0 v w m .W WUJ Q � d 0 v� � � Le a :r W � N tL �• W Wo 0 WK Z 9-0' B'-01 13•-11118" 4-Lr' () U W w A::`-51 _ � _ACT-`.:L. --CP. -1 � fhGT41- �..J 2 ilD BOH CORR. 2 HR RATED FIRE WALL ABV, LEVEL 01 ABV LEVELUI A9V LEVEL 01 ABV. LEVEL01 W Uj W tV SEAL PENETRATI04 1 314X16 L IM 11/4 ACCORDINGLY U.Ei I Z C F 0' i'/z" F 1r�,r ioz LL F �. _� ■ ~ 1 if• X'E 6 E.S M, lYF? .._.:..I n 0 _ LU 0. +F LID 241 31 16 (a '>0 13'•S" #' 11'•10'h" ' Q 5'- 'h" 11•10 N t '•1" 8'-T'Ix" 11'•10" ILL 3" HOLE r 3 4616hLB r 0 nr� C� fii b _ r �a a.x - UP1Y•x0'-1D" 'a r _ G O.,- -. C`1 ,er �90 r.' _r -r GD r 1 `4 D L 3" HOLE Nfl N ' 4 RILL 3" HOLE- r rw.I , rrt a 1'Ia vE -� ctc� f� x�+� r iv.pir'0w o r..L W DILL 3" HOLE 3 ' FF1 �I 0 a GR 4- 0'-5 PASTRY +� + �h +� ACT 51 x j w '•TS an93.7.:FF ra 1 x ` �I T �+ �Q� I4'-0' J�^ M ' 13' 7" FF fu 1 CO �j i -7"FF �, .. 1,- r q z _ t�FGSE�aT-�,4-{i" •0"U� s Ci7 _ ,... " .. .. ..y • Ts . _ B-7,/x . 1 M 13. 7, $a ♦•+ + r rn r ABV. LE>�ELn Iti r n 4 ^ TS 1 t�4 • D' S%a" TSY - - - - - - - - --- - . - _ ~ r r r r r QQ r r z I _� N q _ �l' SANQUET 1: r . ,..` 11RILL a HOLE - aQ 13•-7" FF J '" .41 x & " + e v r r S" '11 l+ 1" T_ 0 ■ `-it - '� - - LL - d� COOLER a LL F d 6 O� "� ._ r ,4 n C7 �I :. q 1'-9Is" � _441 N r !. H iL b,O�'� 'x � i, - J4� 'x r � Q^ 0 F i-1 r r 9 13. 7:. FF A6 L g _ 4 n 128 129 137 4. 139 r ' 4 1 /8x16 G w 0'TS i - Q Tq 4'-U'12' 19"-n'I�w 4'•4'/2'. r 9 _. n ..._. �. �•: ,o Z J - �, STORAGE!-- 1 112 119 � �, �• • r {� -ABV. 6 �g ,.o . ...�. - >x �I H 1 �Q' 11 ACT-53 J 3 3 - 127 125 3 §i yy a / r' - - - ABV LEVEL 01 �e 8-7'�" 1 M 123 erd'Xa" f %//��i. r v ? 5'-6" .Q' I— ,� 3 _ 124 � 7�::� r ti T - � - Y =2' " J - rl 224 - F \ J /�\ r{i: P. 1 W� 1� f71SIirP _ I Bv. L v of 1 - -- - - - � `� 1 � ' �T {} tl to G C NOTE: .. —I. y r �` STo. R00M -'� ryo a� _ V. _L _ , AB LE <. e p 2-1/2 AND SMALLER STEEL LINES PERPENDICUALR TO JOISTS MAY BE 3 1/axLIQUOR � -� �- `Aev r r b _ - + ,8., � SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13 EXCEPT - - - - - DOUBLE JOISTS NOT REQUIRED AT 1 -- 21G �, ASH r 04 4 I = STORAGE A' w WHERE SPECIFIED OTHERWISE BY OUR COMMENTS. THIS 3' LINE DUE TO SHORT JOIST = - fM 3'C►" e'•s" s'-0' a'-11" ' T'3" ___ _2. _3=_ 12•.w I�T�H� �o= --Ae �__ is-iiw r N q 9,z,�w s- �s- _ �T53 r s \ ..!. I A$V L'EVELD7 SPANS. TI .!'/4 225 d 13'•7" FF r r 'w� r - 4 f 1.41/2 ' " +' S7 + r- - 1 . e LINES PARALLEL TO JOISTS: , CEI �Ts �'��"Ts - m �� ^� - - 9 - - - - _ r t }�� r —+ - ��o < 1 • -0,r P ' 13' 7' FF N i p PLAN ER -a a} • + . K ♦ '� ;�.. ram, T T D ® 2 [ T' • • r 4 OE FPS OFF. `- A V. LEVE 1 '/ s - - - �s7� ---- �I -r-�L' as `1 iL -U „ r �_=: 1 0 TC / 8'•3" 212 r J - ! j : - may. - - r STEEL LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE 1 s _• 1 I 6:L� ! -5_#,..__-_. ACS-51 Lij J 0 INTERVAL REQUIRED BY NFPA 13 F �' ° ^+ -- b .-- : - - -`V x-8" Asv Lot RILL 3" HOLE_ , JQ 0,- a IN14. f� I •,�<'.' _i ] 1 14X• L Q 00 r d6 r 1r n LOIN T6AU g .... .. ..SEEM nC-3.1 F, co co CEI 'CLJ I' r A8V 1.- FLU 4-9,2 sr. { Q#•+a. •�►♦ ••nr ++ ---`-►+*++• ' ..... r r O 3, 1 LLB 1'/ ^+ 1' 7• .. ...r 1 pj f co DRILL 3" HOLE-' 90 3i[ 7{ ,—. _ o'-e i'•,o- a e s h1co ST 1., 11 its, ,y- �'-1 A S 136 irl r r r ' �. .. r ' I - Y CPA LL V LEVEL01,� 1'/a n it4 `+� 1,1• r r u? r G s� 4. �/ 5, iS - - ,� 1.1 i .. Aw- 1 $ �' 1n'. Y� Ix•„ Id + „.8h �o ;o'•5" - - 12, • 0. 4I`R 0. LL 3" MOLE =7Yx- 'i - GW&50 r' d 2'- ^Y , Q^ ='avC S �Ia v, i Q^t $T c LEVEL 0t 4�1 `]a o L7 0 [. 1 (b EO (p �? ST �1 1 �" 218 a x 9D * r - r MiHCi 5.1U 7•, S 3'h" 17.A, �, n t• "' v m C14 MEETINGE r l` S+ 'G1NB-52 T 1E O 4ROOM E ' 1 3._7 - 142 r, 0 111.51611 ABV LEVEL0 21'0�,gU LE OUTDOOR ,� • 7 :: a 1'•a 2',9 li-T ' ,. tr + 0'� 0 s o Y a •80 012t1 LL 47 1)10 T p i+ 'F� r ^` + i sla 17�17 1it i _ D. - ti - GY4'$ n 13'_7" FF �. 1 �.y 10' 3" '-d" 0'-0" TSB 51 •�i• '4 -1J �I ,- g-9R 77•-0. p•�• 1-0��._ � � A9V. LEVE �, - � � C-4.8 - i ,/. ��" I0'$• -4 - - : - •- � w ' ' o'�'rr' Ts 19•-7.. FF D ZILL 3" HOLE- ^* + d71 �. 13'-7" PF $ .13' T" Ffir • - - y� 'shy 'h `-",. D' b/i' IS • • r i� y co LL Gi _ �- +_ " _ �= - 13 11 ■ { w +, _ 1'14 f~- - ; rr r1,/ r. 2 2 11, CP-1 12 _v' r V LEV 17 LJ 5 r - r GCNOTE: I r U LEvELtlr= 1 - b� la s' '-s - DRILL 3" HOLE a] I ,I� + ry , + ry s�+r _ s2 0' o y ; x r DOUBLE JOISTS REQUIRED EACH SIDE , 1% 11 114 + ° ,- vI ;,ue 2 r r - o '� LLF r OF 3" AND 4" LINES THAT RUN �Q^ 214" 5Q1V-8112" . r i�_13' _11 1 r C4 r r [V r r [V PARALLEL TO JOISTS, UON - a" ,a -a �0_1 ��.s-ir' b _ iss+ y'"• X� -1 '-4„ FF . 3 18b ti _ 178 FM .00iid A SINGLE JOIST DIRECTLY OVER A �-� "av IL n i32'-i�" T "�,..BEARING WALL OR AN LSL MAY BE I :I _L-Iro ISr; � 1 la � = 19 %s � USED IN LIEU OF DOUBLE JOISTS. $ 3J4x16 GLI3 12' 0• JV14x � •� �� _ - �� •16", 3�1" ` i ,g-3'k ' ,-- 11'A'.Y1 10'•8" at 1 .. 200 19b 184 '� CEI 3 ABV L $, 01 ' a 0 d �' " DRILL 3" HOLE ll • - a'-irr'%ly 's 11's" 21•-0" o s7Y' - s� 13'• c11!a -. i r+�7 1^`A � i,h LL rIon-p wJ 11��a_ nor', ��11■ 4 1r4L.hrr'f= 1$aA" 1, r�1 ' z U11,14 2n 1 1 _ _1 AB . EL 01 _-J 1. 1" 0 4 o n�•f1C :nI Al:s'I : ,;. GW�5fl a 1'I. 1 is BALLR LEVEL Oi R r ■ u5 II_ 1 -3" 21'-0" r 4 4 N r 4 B.O.F THIS lC7 _, ROOF I [D (0 MEETING 77 0' O 4 ® J - [+J14'-4" �, + ' cwB so �ry �.. o R �RR> -F 920 �I CiJ - I ,g �LJ -B'i J m " r RWM F OW POINT AUx DRAIN DRILL 3 HOLE S 1 202 r a, MEETING F li j• ry � + fr• 5'-5" g• A Q I l-U 1 1%" zoe OUTDOR ^+ +rW. � �° � 4_ 14'-4FF p� !c bQ •\"�\q r 1T .11- 'L F , fl1 c i'-04"TS (t � r c 11• GVV �Q x USS 1 x ■, — 1 U r cST 74 I 6Q 1/4 l 3'•1": .. .8'3'1," 17'-0'61 � - �Wev VEL 01 ��!' a� 5'-0" 1 GRILL 3" HOLE% ^-+r-V° ©�". ',I.+� c� 3.D.F. LL ryIh NI �,, 5 30 LL � � I _.�'.•--' n 21Sal 'rl w �1421 zi'1. 1'1• �2, r, - G--- 10'-3" r °,0 213 27'.2%i'FF .. 11'• " . { " Q G 0' AB L0 7 9'hI flti o - - 0 27'-0%"FF IIv - I- 4'-r TT'. ,4. - -, .2.17' -- _..... ' CA•1 J - t 0a Aft, I 8V. LEVEL 01 {0 - Cd r' �� ^ 19 v m b l r av r x © x BUSINESS 1 C '7 Fawr ST e7 0 lP., .bfi 17 -3 D 17D r CI D L 3" HOLE + i , li + 1% r r n r CENT - '� COTICIERGE � r. � 14, 1 t y = 14' 1'fw e �I� OW POIN Ux. DRAIN ' 7-11 1T2r�11 n �- USS D �.70 7 - 314x16 GLB — - - E1P 3 x o'"1 " ,, }$ro zz2 4X74 c= LEvsL LL r 217 '" � h1 : } - I CH M i 3hiEl S - _ _e Jo'.. _�F lLi3" 3oLE �, -3" TS ` AIF 1 '3"Ll - MATCHLINE FP4 GW652 LL r Gw�52 10• a'•1 a•-a�1 { 28 •• 1_ �- C-� a Y 2'�.s 1'/4 -0 I 1 '14 � 1'I. � � '. j p r�TM 21 4 1' - G•�R, w w 1tY•1t?'/z r Q c - tl171 T - w r r r °� r i m 13 • S1" CIF 233 t LL `� m r•1 - DRILL 3" HOLE Gw9.50 11' LL S. 'l r LL N 11D 1'I 23D 224 4 z 1 223 l ti i J J °O - 240 " a Q � r•� _ � � � •3 ABV. ' , 13'-11]8' .... 1 1Y • k3'... ^ o g Y z3s 10" 9-i © s }'�' ®Las x T$" 12'-t3'/x" 11'-10'�" �= A8V L E �L 01 1 '•9" t" 10'•10'I�p C 0' ,� 1r 70 236 Y3 1 T ? 229 7 ;I67 - - GC NOTE: DOUBLE JOISTS REQUIRED EACH SIDE OF 3" AND 4" LINES THAT RUN PARALLEL TO JOISTS, UON A SINGLE JOIST DIRECTLY OVER A BEARING WALL OR AN LSL MAY BE USED IN LIEU OF DOUBLE JOISTS. CEI HYDRAULIC CALCULATION INFORMATION MOVED TO SHEET FPS WHO DOUBLE .FOISTS REQUIRED EACH SIDE OF 3" LINES THAT RUN PARALLEL TO JOISTS WHERE A BEARING WALL OR LSL IS IMMEDIATLY NORTH OF THE 3" LINE, DOUBLE JOISTS ARE REQUIRED ONLY ADJACENT TO THE SOUTH OF THE LINE. AXIMUM SPACING OF PIPE HANGERS ON THE " LINE TO BE 11'-3". -INES PERPENDICULAR TO JOISTS: STEEL LINES PERPENDICULAR TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13, EXCEPT WHERE SPECIFIED OTHERWISE BY CEI COMMENTS. _INES PARALLEL TO JOISTS: STEEL LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY VFPA 13. CC BUILDING FIRE SPRINKLER PIPING PLAN SCALE: if8"= T-O" v. 4' 9' 16' HYDRAULIC CALCULATION INFORMATION MOVED TO SHEET FPS �T Q " TS • 4 13'•7,. FF r -two W. - - -;a - -� • I i i i 5T2-4 " SO _ j 90 163 Y �1 w 1 ANY EL 71 - t0 -. 13'_7„ FF ACT-51 f2 �.1 w ABV LEVELOI I- 148 ET .. -A T r - Z ARV II 13'-7" FFQLU 1S2 13'-7"FF Day;+ 0'SI"75IL Z�-yy 2 $O 8 $ 13• 7.• FF 0'�'h' TS 0 13 7 FF ^ e J - MICNS &° W 187 176 i Opp* N 5'41 -0Lu 1r `r } 6 3J4'x Axln 6 Z � W - I S97 171 7.G.�. I 80 169 B1 a1 -. (+1'32' :.00 - -rT i - 1 s1 -- 17s 1 r 14 - ='i4x1 L 4rr a o Z 0 ABV L L`':'I A.E: LEV L01 I F- d 18B E 3 a CD LLI � CN LU 1E7 18x 186 xvi x0z 2°4 2aa xoy 1 3/4k3&km 1 3/4� 1 S L EAST -WEST BRACE ~ tl LLI cti1 Ig 1'•a~ ). _ THIS LEG U _ U z 31G.. ❑ _ _ r C - 1Yi : tfl" J. 71 .0'.TC'F,'� •1' 1:1y- -. T'1.: 82 r■ - CEI Z © t/4 O x w 199 111 81 - L tCS 81 s1 206 � i c'a �'2T0 - _ -:-. 1,1 . 16'•7'I,• N Id' s c •-rt,�•r r�'�t1an - 8'•T`.•e. '9'.a�, Y' d }d� �' ��: •Y F$ T O k M 211 LASS a a w 1 w 2va �09 _-- ACT-55 'r 'Y -- w °J `�' — R LEVEL 0f b •' T ILVER a $ J �� Q rn o r� z� .s;f3 C �a • 1 � - -g r3 �• 1!4— I v.. IRO' -11t/s; �/11/4 GC NOTE:24TO•S• IGHR e I a DOUBLE JOISTS NOT REQUIRED AT 14 Rt©GE THIS 3' LINE DUE TO SHORT JOIST - .....4 (+)29'-4" SPANS. J E .4 fEI j o CEI 1'-01/z" TS LOW R / 9 -CL 33 cj +.pVE Lu a w rl 27'-2'Iz" FF f.'a 0 ❑ y (; Z I- CA i -0/z TS 18'-E!"FF . fq . a 'F}CH r r, 17._7"FF[t 19 -T � _ __j a �' L 01 13:_7:. FF ( N D'-0'/z" TS [ y Z Q. L) Q Q TS -r r�` 2a r i s- 6Y"TSIL ' i�' i ti3 if'i w i'-4/i' TS - - Q x a `° i.r� � CO a0 I- Q r J 4; r Li 1 JQ 1 �✓ �. O j Z LLI �l I.�_jOfUj. UJ Uj W IF- OD t •� 1r2' 14 h_ryU�_ WHU..F Z_ U) v 0-52 r}+SL L_vELa1 LPW QZ 18!FFF W W r 2''8'/i'"_-y Z 0a3¢UJ 01 _ELI I W v_ 1� v c MATCHLINE FP3 n~ u~ F- LU �[ C] U '� ° MATCHLINE FP4 a :r 1 r• v I. DV. U.1 _ ■ _ : _ ACT-55 �■ _ �' O" LEVEL 01 .- 1 LL N _.•n. N ..__ tY N ! •2•-•21/2 • B.O.F- THIS ROOF 11'•8'I2' - 12`_5y .r J - r N (+) i'-6 �= GW'z 52 LEVEL 01 J � Z -+ W {7 4 ❑ in a w a a Fm LLeloM L)ZC)_r� W ��f17�d R 2 W 4C}0LL(7¢ ooLL � Q U. J LL Z a CL Zitcdi wp w 'U LU0 F d ❑ m w ❑Dar><Z rr�WarM� �F_`U�I=2 NOTE: ADDITIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEPENDING ON THE REQUIRED ROUTING AROUND TRUSSES, FIVAC DUCTWORK, HOODS AND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANY AN D ALL ADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. INSTALLING CONTRACTOR SHALL COORDINATE WITH ALL JOB SITE CONDITIONS PRIOR TO BID, FABRICATION AND INSTALLATION. LU a = C7 o M C] _ � c� w u IL D M U U W J Y W a = � a_a 1? m 211011 ti, i -- I. �I :: - �' R Lbw r a a „ Z�•+� ..a ._ ."•,c . i x �c x sue Cp. .�. 4V ! Rf3 N N iii N 4 N 7'YR'•FF.�? c I�L'' ' k co 1h„ TS c:- w 4w=r,= 4 18'$" FF 54 QN r try e"I 27'-5/r" FF 27'SJ" FF� W `p1 a qY FF �7 i? 1'-2" TS'-2"TSQ�%TST ,1,_2„T5 r N ry If 7r h .. c . H7aa c' n �fl• i4 1'1- $,7' cr I t ro a X - 11 LSL_ .� A .EvEL 01 Q o a 3" HOLE _ C7 _ 18' F,1, FF USS 3'•10'f2' 3'•10'I2 70 yr � - ~ 217 � . -17 R N r T � - MATCHLINE FP3 -�]� Q MATCHLINE FP4 _ .. 67 A BV. - 1 ACT-55 ■- �'�" ` !� �. ` LEVEL D1 LL r N r N r N r N �" r N r N -- T1 - - '� 2/P LL _-- —, ■ DRILL 3" HOLE- N 114 1Y 230 22a 50 + 223 F1 DOUBLE JOISTS REQUIRED EACH SIDE r U. F G me B.C3.F.TH1S OF 3" AND 4" LINES THAT RUN - " c; - J °° U. r 24R -�" ABV L 1`-0" rn a j + ROOF PARALLEL TO JOISTS, UON 13'-11116' 238 1 81•1 L' $•3K- ff'n $"I iC 7'-0+' 12'.g'/�" 11'.10+/2•'l 11'-y,F�" 11'-B,I2" 12.-5,�„ .T" +7'_6" 232 R 9' ABV. L L R1 , �w °" 10'-10'7" '_ 0• '. 7a1 236 ® rots 17R 2' 229 7 fl GV�&52 �3ft-- - — - A SINGLE JOIST DIRECTLY OVER A VEL°' BEARING WALL OR AN LSL MAY BE ? G,xa�Q x USED IN LIEU OF DOUBLE JOISTS. DRILL 3' HOLE 2d7 " - + + U5 �� a U5 4 - ' 2az 2a1 .... �•.s 2a8 Q�9Y + CEI r O.F.B.HIs 1$'7"FF K 171 r e�B r r �n ROOFT ............................ .+ + 7.• `' $'-4" 0'- }�" 91_ ,� j { �° 13 8�T s x sr � r yC a ' Nr : �' 243 21/2 f .11i 71 1 x J J - x z FP2 1 7 -- - - - Law NT AUX. DRAIN+/4 ^ e V. LEVEL 01 t 5/8 239 237 238 t1} 3 14 x� � a O O 1 DRILL " _ "R 3HOLE � b" STL 8M HOLE. � 1 .& Nil � ..Y.. 260 re 1'" �:� — z 1'h '+ 1 1 11 m r� �i $' �" 13-1 '�" 201 3'•2+�" 5 W a N tr ' .. 9:.w r x q °P a 14- F �. VW � C �EEgt5p RR m x{ NENG 7=0 E? 4 t^, —Q Q7 , r 1\ p o T US i rl - -- 1 X N 11 n " r 27'SY"FF 7 3"FF +�C y co �; 1. 2„ TS �.. TS IL - $7-- ^ Q i 4�` - � S ` 1 S — 27' 5I"FF� -- _ / I C 273 1 27 + 1.y� 258 fxp_7 27'$/s" Ff _ i 9-411 j 1 1 h x N. 1'4" TS rrl 1'-E}h' 73 x ., V 1 1 D 3' [ipLE �. x1:' 1 /2" a'' ABV 1•-9 • Tg X - 0, x bl : [ ` =- z - `_.. w a 2 f�u i ¢� ryy =� - I' 0 r F LEVEL 01 19 g• FF� �i 1• � ir► R' ~ 27s LL ti 111 W-6- TS 11 r n ti 5 1 3 r� 0� 8 11 /2 x 53� �_ LEVEL oA VU —ILO QOF 11 � �" � qr —' t ! 1 t, �- r N � � w 5R - N 9 •r _ C-13 - — - - I - IG R' y5 i �r 14'•S'h" FFl x (0 ai r � 4" ST' BM HI]ILE 0 I All 10-3" t 14X74 C= LE • 1►-C I ^ '" '�■ b ' Q• i6'-10"x-1In 83h_, a 3AEV VELG1 T5,i IV DRILL 3" HOLE- j/ . �} s1 i.--�, �b D " , Y*5 . 'LJ pp ly L� QG aQ-'}+ J4 Y — - _ 4P � It r 61 — � _,is'. 1111a�0,1+�•. ry� , L z1.5 •�,�2 s1a �o/ 1' c r� ... (n 0 6., a.0,. f7i g' 6 g.g 2'-11' ' : w ABA 1 1 6V. LEVEL 01 (A to X _XUSMESS S \ c, �' EVENT T ■ �.. 'P� 7 - li'y L J 'SRO r r (N DRT�L 3" HOLE r �+It � 1+1, +� 1'l, *'" CENT CO RGE Q� 01 10i1,�w RH T 21 & y 1 S },6,• g 10.•3.. �, '3'•9'' - B'�" 2'-11' . - 'Dw POIN :�0.UX. DRAIN Z Q *-——� r Q 21�'1 1T _ J ,ry 0 B-5 ti LEVEL 314u 1 C r . UP 3 x 0'-1 p. ,' C.,, b' 222 4X74 c= 13'4" FF L' - MATCHLINE FP3 1 s" TS .' 1 •8" ED- ILL 3" HOLE - --- MATCHLINE FP4 r CWB-52 6'-1 ;3-1 8-shy Aw r-S r -- � ors 1 �� Y4 L 2' �i�,l I I 22A i 1� f�-1 j, 1 ,, n r C - ,/4 - IV_ IL fl /V, '. 10'-10'�w ' - g 1 . ^ . . �'•"_� z' r �,� 233 GC NOTE: 1� 13'-11• ,'A. �I � GWB-52 - r 5 V LEVEL al Ile c7 0 � lll` r+� "STL 8M z z L 3'-r cs" 7'-10" W SUPPORT INTERVAL OF STEEL LINES: LINES PERPENDICULAR TO JOISTS: i o 3" AND 4" STEEL LINES STEEL LINES PERPENDICULAR TO JOISTS SHALL BE SUPPORTED AT 10'-0" MAX � i- w x 2-1/2" AND SMALLER STEEL LINES PERPENDICUALR TO JOISTS MAY BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13, EXCEPT WHERE SPECIFIED OTHERWISE BY OUR COMMENTS. LINES PARALLEL TO JOISTS: a F 1 STEEL LINES PARALLEL TO JOISTS MAY BE SUPPORTED AT THE . Q0 0 Z INTERVAL REQUIRED BY NFPA 13 IM aw 0 CEI VE C-F Lu z � ' Zk- ►4 F { z i m o w a 0 1111 ;III IlI IIlIl�1 �.)�. � _. II 1 IIIIII.I�11�1111 13'- „� GP-1 r vI. VEL 01 So ING A r bo 1% 286 r � 2$1 r K14�34 c \ �,•g � r 303 � y oo OUTLINE OF HIGH ROOF ABOVE �, r 1 , 60 3" STL'BM HOLE I I B.O.F. THIS ROOF 421- 011 (+)20'-0" LINES THAT RUN PARALLEL TO JOISTS WHERE A BEARING WALL OR LSL IS IMMEDIATLY NORTH OF THE 3" LINE, DOUBLE JOISTS ARE REQUIRED ONLY ADJACENT TO THE SOUTH OF THE LINE. LINES PERPENDICULAR TO JOISTS: STEEL LINES PERPENDICULAR TO JOISTS MAY .BE SUPPORTED AT THE INTERVAL REQUIRED BY NFPA 13. EXCEPT WHERE SPECIFIED OTHERWISE BY CEI COMMENTS. LINES PARALLEL TO JOISTS: STEEL LINES PARALLEL TO JOISTS MAY BE ° PPORTED AT THE INTERVAL REQUIRE€] BY PPA LL1 13, �1MAXIMUM SPACING OF PIPE HANGERS ON THE LINE TO BE I V-3". rp r~ c N C4 n w v v efl is rA vi C-E - T 5 0 ::DT:5 �,tzi C9 264 262 0 (n °IBV,j VEL .� I �`i •' - xi 1 -� OR (0 1 x USS r x '.11+h" FF sr _:�I re 1•'ayR' TS apM, R� N ?r1'•1'12 1 CIO ,/Or oe, A _j - - - F S - 211:" FIRE HOSE VALVE _ F r r�l IN CABINET 01 272 271 a 4 - with 21 "x1 /e" HOSE CAP r 293 d• - h$S� CL.ASs III c — D •10Y> - € 4 r — _ �. 13 LE II 't r ACT-52 t _ 1: 284 ry _ ry4f LL' 2'h ro�p r yZO L U. Q1 'rye ry' \ S I 21, 0,. ti 281 T 'v +a� �$ a .. • `r y E, D r �, % b a DRILL 3" HOLE 1 i r r-ov - Io' _ 1' 1'-1 ass° ,p_ ` toss 5 I • a'.s I ' '1 i cQ 9-0 17- - I " T. 28 f . - 268 ~ a 2es * rt'�� ':,o •t 1 ri e DRAIN, TO OUTSIDE w •• J AUT TIC Alk R VENT - - ii �A - ..... - ...- ;7 ' i; M 0- co 0021'-ILL 0110 L I 19-I1' -t r ?`� T.O.W. 1 rod -E r oO GWB-� h, r J Xco b [r7 `C 12'^71A(■ r z0'_7" FF - 2o'•T' FF 14�-8" ■.e 1" a "rub r 4 r: Y 7 ABV. LEVEL (it G 4 T5 x 3 Il �� s W.: o -16� 353 W 14 W 14X30 Vi11 4X30 VV14x48 >! i_ j ! 2 HR RATED FIRE WALL SEAL PENETRATIONS ❑ ACCORDINGLY 1 371-011 701-6H 161-011 141-7` 186'-1" Cl D 1 /C-C 1 (C-B I C-A HYDRAULIC CALCULATION INFORMATION MOVED TO SHEET FPS Sprinkler Legend - Conference Center Building Symbol Manufacturer SIN Model Quantity K-Factor Type Size Response Finish Temperature Note Viking VK492 MIRAGE QR 178 5.6 Pendent '/2 Quick White 200`F CONCEALED Viking VK3021 QR PENDENT 119 5.6 Pendent '/2 Quick Black 200'F SEMI RECESSED Viking VK176 QR-DP 9 5.6 Pendent 1 Quick White 200"F DRY -PENDENT Viking VK300 Microfast 139 5.6 upright '/2 Quick Brass 200"F Viking VK960 COIN 166 6.6 Upright V/s Quick Brass 200"F Viking VK462 MIRAGE QR 91 6.6 Pendent % Quick White 200"F CONCEALED CUSTOM COLOR Total = 702 t I aa^ FINISHED FLOOR FIRF DEPARTMENT CC BUILDING FIRE SPRINKLER PIPING PLAN SCALE: ifl3" = 1'-0" Q. 4' s' 16• N 1 0 _j - "� c i 0 T i+•pE U' UJ M 4 _j LO a �� OL v CL Q- U LL�CO[ m H 0c� Z �_� W W W W C0WZ Z�� z 2Uw C� �zo LU LJ.J o AAkA a Lu LL NOTE: ADDITIONAL SPRINKLER HEADS OVER ANDABO.VE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBE REQUIRED DEFENDING ON THE REQUIRED ROUTING AROUNDTR.U$SI=S; HVAC DUCTWORK HOOMAND OTHER SIMILAR OBSTR[JCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANYANDALL ADDITIONAL HEADS AS REQUIRED FOR FULL COVERAGE AND A COMPLETE, CODE COMPLIANT SYSTEM. INSTALLING CONTRACTOR SHALL COORDINATE WITH .ALL JOB SITE CONDITIONS PRIOR TO BID, FABRICATION AND INSTALLATION. C EL L) V rn L] 0 It IL ur W 4. tL u. i I N I 0 N N ti N O v a n� a N go 1 L 9.3.4.6 No clearance shall be required where horizontal pip- ing passes perpendicularly through successive studs or .joists that form a wall or floor/ceiling assembly. 9.3.4.9 The installed horizontal and upward vertical clear- ance between horizontal sprinkler piping and structural mem- bers not penetrated or used, collectively or independently, to support the piping shall be at least 2 in. (50 mm). 9.3-4.13.1 Clearance shall be permitted where piping is se- cured to the structural member with an approved hanger or restraint. 9"3.4.10* No clearance shall be required where piping is supported by holes through struc- tural members as permitted by 9.1.1.6.3. A.9.3.4.10 Figure A.9.3.4.10 is an example of piping supported by structure where there is no clearance required at the paint of contact between the piping and structure. Hole in structural member Sprinkler pipe Bottom FIGURE A.9.3.4. 10 Pipe with Zero t 1crrrrjrlce. 9.3.4.11* The installed clearance between a sprinkler and structural elements not used col- lectively or independently to support the sprinklers shall be at least 3 in. (75 mm). A.9.3.4.11 Structural elements include, but are not limited to, beams, girders, and trusses. Frangible ceilings should not be considered structural elements for this purpose. 11\ RESTRAINT ROD DIAMETER SHALL COMPLY WITH TABLE BELOW: <30" RESTRAINT LENGTH = 3/8" ATR <40" RESTRAINT LENGTH = 1/2" ATR <50" RESTRAINT LENGTH = 5/8" ATR <62" RESTRAINT LENGTH = 3i4" ATR <74" RESTRAINT LENGTH = 7/8" ATR <168" RESTRAINT LENGTH = USE CABLING OR 1" PIPING !"ABLE 9.3.5.4(a) Maximum Spacing (ft)(m) of Steel Pipe Restraints Pipe (in.) Seismic Coefficient, CP 0.5 < C !� 0* 71 < C1, (min) C 5 0.50 0.71 :1.40 CP ? 1.40 1/2 (15) 34 (10.3) 29 (8.8) 20 (6*1) 18 (5.5) 3/4 (20) 38 (11.6) 32(9.7) 23(7.0) 20(6.1) 1 (25) 43 (13.1) 36 (11.0) 26(7.9) 22 (6*7) 11/4 (32) 46 (14.0) 39 (11.9) 27(8.2) 24(7.3) 11/2 (40) 49 (14.9) 41 (12.5) 29(8.8) 25(7.6) 2 (50) 53 (16.1) 45 (13.7) 31 (9.4) 27(8.2) Fasteners (as required) Hanger rod Swivel � attachment Swivel attachment Restraint rod Pr 400 Band hanger Restraint l rod ire= 400 Band hanger Band hanger Fasteners (as required) rod i 11 ►' 6 in. (152 mm) maximum FIGURE A.9.3.6.1(5)(b) Hangers. with Threaded Rod Erteraded ro Pipe, Used in Combination for Restraint of Branch Litres. TOLBraceT" Seismic Bracing Calculations Contractor. MFP Design Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct Gilbert, AZ 85298 52-027 SILVERROCK WAY - Phone: 480-545-9271 LAQUINTA. CA 92253 Licence: Job # 21-065 Calculations based on 2016 NFPA Parphlet 213 V8.8.I I S EffeN liar.nrxi;, r Brace Information TOLCOTm Brace Components Maximum Brace Length 7' 0" (2 134 m) TOLCO I"4 Component Listed Load Adiusted Load Diameter of Brace 1" Fig. 3000 Clamp 1000 ibs (454 kq) 866 lbs {393 kql Fiq.980 Universal Swivel 2015 lbs (914 ka) 1745 lbs (792 kq) Type of Brace Sch-40 See Fastener lnforrnatlon Angle of Brace 60' Min 'Calculation Based on CONCENTRIC Loading 'Please Note. These calculawns are for TOLCOI components only. Use of any Least Rad. of Gyration 0.42" (11 mm) other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail LrR Value 200 Max Horizontal Load 1604 lbsf28kg) TOLCOFIG NO OWERSAL $W-0 BRACE ATTACHNFNT roLsa Flo 3t100 GRACE f• ArrAC lli*t'rr F Fastener Information Orientation to Connecting Surface NFPA Type F Fastener Type Dual Lag Botts - FI9.906 STEEL. PIPE Diameter 1121n. (13 mm) Length Maximum Load 3-1t2in. (89 mm) 440 lbs (200 kg) Brace Identification on Plans 1.25 CPVC Prying factor NIA Brace Type Lateral [XI Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0 695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 1.25" (32 mm) CPVC 15 ft (4.6 m) 15 ft (4.6 m) 1.079031 IbM (1.61 kglm) 16 lbs (7 kg) 1" (25 mm) CPVC 20 ft (6.1 m) 20 ft (6.1 m) D.674355 Iblft (1 kg/m) 113 lbs (6 kg) Subtotal Weight 29 lbs (13 kg) Wp (incl. 15%) 33 lbs (15 kg) Main Size TypelSch. 1.25' cpvc Spacing (ft) t; Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 23 tbs. (11 kg) 58 lb (25 kol TOLBraceTM Seismic Bracing Calculations V8•8.115 Contractor: MFP Deslgn Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct E * N Gilbert, AZ 85298 . ■ 52-027 SILVERROCK WAY Phone: 480.505-9271 a""er'r'gaA'r'"sst'1'a d6' LAQUiNTA, CA92263 Licence: Job # 21-065 Cakutationa bra*d on 2016 NFPA Pamphlet Al Brace Information TOLCOTM Brace Components TOLC01'* Component Listed Load Adjusted Load Maximum Brace Length 7' 0" (2-134 m) Diameter of Grace 1' Fiq. 4LA Clamp 1000 ibs (454 kq) 866 lbs (393 kq) Fiq.980 Universal Swivel 2015 lbs (914 kq) 1745 lbs (792 ka) Type of Brace Sch-40 See Fastener Information Angle of Brace 60' Min- an CONCENTRIC Loading 'Calculaplease Note. These talc kaBased are for components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0-42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 Ibs (728 kg) M►Er ArHC�ikr O .erd». Fastener Information Orientation to Connecting Surface NI PA type F Fastener wcr . Type Dual Lag Botts - Fig.906 lr. ewe J Diameter 314in,119 men) Length 5-112 in, (140 mm) Maximum Load 905117s (411_W INY MR► r•rrr rr• rrw Brace Identification on Plans 3-20 Prying Factor NIA_ Brace Type Lateral [If] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = (1,695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (8D mmj Sch. 10 20 ft (6.1 m) 20 ft (6.1 ml 7.94 Ibift (11,82 kglm) 159 lbs (72 kg) 1-26' (32 mm) Sch. 40 160 fit (48.8 m) 160 ft (48-6 m) 2,93 lb/ft (4.36 kglm) 469 lbs (213 kg) 1" (25 mm) Sch. 40 60 ft (18.3 mj 60 ft (18.3 m) 2-05 Iblft (3.05 kg/m) 123 lbs (56 kg) Subtotal Weight 751 ibs (341 kq) Wp (Intl. 15%) 864 lbs (392 kg) Main Size 3" TyperSch. SO, TO Spacing (ft) 20 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (lf applicable) 600 lbs (272 kg) 966 ib (438 kg) ,MOLBrace" Version 61 Use of TOLBrace- is subject to terms and conditions per the end user license agreement ( fuLBrace•" version a) FLEXIBLE COUPLINGS TO BE INSTALLED AT THE FOLLOWING LOCATIONS: (1)*Within 24 in. (610 mm) of the top and bottom of all risers, unless the following provisions are met: (a) In risers less than 3 ft (0.9 m) in length, flexible couplings are permitted to be omitted. (b) In risers 3 ft to 7 ft (0.9 m to 2.1 m) in length, one flexible coupling is adequate. (2) Within 12 in. (305 mm) above and within 24 in. (610 mm) below the floor in multistory buildings. When the flexible coupling below the floor is above the tie-in main to the main supplying that floor, a flexible coupling shall be provided in accordance with one of the following: (a)*On the horizontal portion within 24 in. (610 mm) of the tie-in where the tie-in is horizontal (b)*On the vertical portion of the tie-in where the tie-in incorporates a riser (3) On both sides of concrete or masonry walls within 1 ft (305 mm) of the wall surface, unless clearance is provided in accordance with 9.3.4 (4)"'Within 24 in. (610 mm) of building expansion joints (5) Within 24 in. (610 mm) of the top of drops exceeding 15 ft (4.6 m) in length to portions of systems supplying more than one sprinkler, regardless of pipe size (6) Within 24 in. (610 mm) above and 24 in. (610 mm) below any intermediate points of support for a riser or other vertical pipe TOLBraceTM Seismic Bracing Calculations Y88115 Contractor: MFP Design Project Address: PROJECT MONTAGE • CONFEREN Address: 3356 E Vallejo Ct * Gilbert, AZ 85298 ., 52-027 SILVERROCK WAY r�venp6usvaraHarkiudr Phone: 480.505-9271 LAQUINTA, CA 92253 Licence: Job 9 21-065 Calculations based on 2016 NFPA Pamphlet 0l I Brace Information TOLCOTM Brace Components TOLCOTm Component Listed Load Adiusted Load Maximum Brace Length 7'0' (2-134 m) Diameter of Brace 1" Fip. ALA Clamp 1000 the (454 kq) 866 lbs (393 kq) Fia.9W Universal Swivel 2015 lbs (914 kq) 1745 lbs 1792 kq) Type of Brace Sch-40 See Fastener Information Angle of Brace 60' Min •CalculaUon Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO' components only. Use of any other components voids these calculations and the fisting of the assembly. Least Rad. of Gyration 0.42" {11 mm} Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 1604 ibs (728 kg) \ o Fastener Information Wn Orientation to Connecting Surface NFPA Type I Fastener r. Type Dual Lag Bolts - Fig.906 Diameter 314in. Ll9 mm) Length 5-1i2 in. (140 mm) 67) - - Maximum Load 905lbsJ411 kgy ` Brace Identification on Plans 3-ao Prying Factor NiA Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) CP s 0 695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 7.94 lbfft (11,82 kglm) 635 lbs (288 kg) Subtotal Weight 635 lbs (288 kg) Wp (incl. 15%) 730 lbs (331 kg) Main Size TyperSch. Spacing lft) s Sr :1, 1s) ea Total (Fpw) Maximum Fpw per 9.3-5.5.2 (If applicable) 508 lbs (230 kg) NIA use of 1U•L9ra ce'- 15 5u ble cl to terms and eonditloos per Eno ena user Itcanse agreement (3 ❑LBracv'" Version a) Use or PULBrACe" ie subject to ferns and canditi4ne per me ana user acense egrrrement TOLBraceTM Seismic Bracing Calculations Contractor: MFP Design Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct Gilbert, AZ 85298 52-027 SILVERROCK WAY rtxe g6imiwsr,, Phone: 480-505-9271 LAQUINTA, CA 92253 Licence Job # 21-065 Calculations based on 2016 NFPA Pamphlet 913 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0' (2.134 m) TOLCOT" Component Listed Load Adiusted Load Diameter of Brace 1' Fiq. 4LA Clamp 1000 lbs (454 kq) 8661bs (393 kq) Fiq.980 Universal Swivel 2015 ibs (914 ka) 1745 lbs (792 ka) Type of Brace Sch.40 See Fastener Information An le of Brace 60° Min. Calculation Based on CONCENTRIC Loading g 'Please Note These calculations are for TOLCO components only. Use of any other components voids these calculatlons and the listing of the assembly. Least Rad. of Gyration 0.42' ( 11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 lbs (728 kg), ee.cr AR.CielaMr O Fastener Information .,.w�. Orientation to Connecting Surface Nf PA iype I Fastener ir. tiro Type Dual Lag Bolts - Fig.906 Diameter 3141n. L19 mm) 1 Length 5-112 in. (140 mm) Maximum Load 9061bs (411 kg)cl- row .. r•.a; :. Brace Identification on Plans 4-25 Prying Factor NIA Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.695 Diameter Type Length Total Length Wetght Per Unit Length Total Weight 4" (100 mm) Sch. 10 25 ft (7-6 m) 25 ft (7.6 m) 11.78 Iblft (17-53 kglm) 294 lbs (133 kg) 1-25" (32 mm) Sch. 40 130 ft (39.6 m) 130 ft (39.6 m) 2-93lbtft (4.36 kglm) 381 lbs (173 kg) 1" (25 mm) Sch. 40 30 ft (9,1 m) 3D ft (9,1 m) 2-05 Iblft (3,05 kglm) 61 lbs (28 kg) Subtotal Weight 736 lbs (334 kg) Wp (incl. 15%) 846 lbs (384 kg) Main Size 4" TyperSch- suh To Spacing (ft) 25 Total (Fpw) Maximum Fpw per 9.3_5-5.2 (If appficable) 688 lbs (267 kg) 1307 lb (592 kg) i IU Ora cv'- version a use m iui-tsra c e'- is suote ct to terms ano conaluons poir lne ma usw bpensa agrNmerR TOLBraceTM Seismic Bracing Calculations V8.8.115 TOLBraCeTM Seismic Bracing Calculations V819.115 TOLBraceTM Seismic Bracing Calculations vss.,15 Contractor: MFP Design Contractor: MFP Design Contractor: MFP Design Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct T Gitbert, AZ 85298 EM ■ *N Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct 1 Gilbert, AZ 85298 E N Project Address' PROJECT MONTAGE - CONFEREN j Address: 3356 E Vallejo Ct , EST*N 52-027 SILVERROCK WAY ro-Brgarmriesr4troriM,de Phone: 480.505-9271 �Io 52-027 SILVERROCK WAY ft-WRipik+errtr WaA*Pdr Phone: 480-505-9271 Gilbert, AZ 85298 52-027 SILVERROCK WAY Axawepiliz r•i �l,iern*.rr Phone: 480-505-9271 LAQUINTA. CA 92253 Licence: LAQUINTA, CA 92253 Licence: LAQUINTA, CA 92253 Licence: Job # 21.065 Calculations based an 2016 NFPA Pamphlet 1113 Job 4 21-065 Calculations based on 2016 NFPA Pam hlei 013 P Job d 21-065 Calculations based on 2016 NFPA Pamphlet e13 Brace information TOLCOTM Brace Components Brace Information TOLCOTm Brace Components Brace Information TOLCOTm Brace Components Maximum Brace Length Len9 7' 0' (2-134 m) TOLCO'm Component Listed Load Adiusted Load Maximum Brace Length 7. 0' (2.134 m) TOLCO"" Component Listed Load Adjusted Load Maximum Brace Length T 0' (2.134 m) TOLCO"m Component Listed Load Adjusted Load Diameter of Brace 1" Fiq. 4LA Clamp 1D00 lbs (454 kq) 866 Ibs (393 kq) Diameter of Brace 1 Fiq- 1001 Clamp 2015 lbs (914 kq) 1745 ibs 1792 kq1 Diameter of Brace 1" Fiq- 4LA Clamp 1000 ibs (454 kq) 866 lbs (393 kq) Fiq.980 Univefsal Swivel 2015 lbs (914 kq) 1745 lbs (792 kq) Fiq.9110 Universal Swivel 2015 lbs (914 kql 1745 ibs (792 ka) Fia.980 Universai Swivel 2015 ibs (914 kq) 1745 lbs 1792 kq) Type of Brace Sch.40 See Fastener Information Type of Brace Sc#t.40 YP See Fastener Information Type of Brace Sch.40 See Fastener information Angie of Brace 60' Min. Calculatwn Based on CONCENTRIC Loading 'Please Note These calculations are for TOLCO "I components only Use of any Angle of Brace �' MID 'Calculation Based on CONCENTRIC Loading "Please Nole These talcutabuns are fur TOLC0T'" CUf" orrenrs unl . Use of an P Y Y Angle a# Bract 6D" Min 'Calculation Based on CONCENTRIC Loading ,, "Please Nola These calculations are for TOLCO components orxy. Use of any Least Rad. of Gyration 0•42" 01 Trlr11J_ other components voids these calculations and the fisting of the assembly- D. 42" (11 mm) other components voids these calculations and the listing of the asserbly. 0.42" other components voids these calculatloas and Ifte fisting of the assembly, Seismic Brace Assembly DetailSeismic Brace Assembly Detail Seismic Brace Assembly Detail easof Least Rad.f Gyration Least Rad. of Gyration (11 mm) UR Value 200 LIR Value 200 LtR Value 200 Max Horizontal Load 1604 lbs !728 kg) Max Horizonte! Load 1804 Ibs (728�j -- TOLCO FIG. 9s UNIVERSAL SWAY BRACE Max Horizontal Load 1604 14S (728 kW o ATTACHMENT, MEW oil Fastener Information „ •"�� Fastener Information STEEL PIPE Fastener Information Orientation to Connecting Surface NFPAT I_ Orientation to Connecting Surface NFPA F Orientation to Connecting Surface NFPA Type F Fastener Fastener Fastener ""° XRME Type Dual Lag Batts - Fig-'W Diameter 112in.3 mmAA �- P _ • _ -TiI � Type Dual Lag Bolts - Fig.906 Diameter 112in. 13 trim L ) Type Dual Lag Bolts - Fig.91X Diameter 3I4in. (19 mm) ' _(I Len Length 9 3-112in. (89 mm) - " - Length 3-112in. �89 mmj u Length 5-112 in. (140 mm) V Maximum Load 440 (s 20t] k ---W + Maximum Load 4401bs (2GO k9) TOLCO FIG. 1001- FAST CLAMP MaxlnlUm Load 905 lbs (411 kg) _ 'r Brace Identification on Plans 2-5-80 Brace Identification on Plans 2-25 Brace Identification on Plans 4-60 Prying Factor NiA Prying Factor NIA Prying Factor NiA Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Brace Type Lateral W Longitudinal 4_sgaY 9 [) i 1 Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] apnnKler aystern waa i aicuiation trpw = %,prvp) C = 0.695 Diameter Type =ength Total Length Weight Per Unit Length Total Weight 5'• 165 mm) ISCh 10 80 ft (24.4 m) ISO ft (24,4 m) 5-89 tbrft (8-77 kglm) 1471 lbs (214 kqi Subtotal Weight 471 lbs (214 kg) Wp (incl. 15%) 542lbs (246 kg) In Size Type/Sch. Spacing (ft) Total (Fpw) 376 Ibs (171 kg) z.s" Sch. 10 so Maximum Fpw per 9.3.5.5.2 (If applicable) NIA ca" Wroon 81 rise or TOLBracaw t: subject to terms and cand itions per the end user license agreemen TOLBraceTM Seismic Bracing Calculations va.e.115 Contractor. MFP Design Project Address: PROJECT MONTAGE - CONFEREN Address. 3356 E Vallejo Ct E.T9N Gilbert, AZ 85298 52-027 SILVERROCK WAY ram,, vg,•;, r�ru+dr ---- Phone: 480-505-9271 LAQUINTA, CA 92253 Licence: .rob rk 21-065 Calculations based on 2016 NFPA Pamphlet 013 Brace Information TOLCOTm Brace Components TOLCO'"' Component Listed Load Adiusted Load Maximum Brace Length TO' (2.134 m) Diameter of Brace 1" - Fiq. 3000 Clamp 1000 lbs (454 kq) 866 lbs (393 kq) Fia.980 Universal Swivel 2015 ibs 1914 kq) 1745 ms (792 kq) Type of Brace SchAO See Fastener Information Angle of Brace 60`' Min. 'Calculation Based on C.ONCENTWC Loading 'Please Note- These calculations are for TOLCQ1 components only Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm)- - Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCO FIG WO Ll"VERSAL SWA'f BRACE ArTACMIN"T roLC0 FKi X= Y SPACE Fastener Information Orientation to Connecting Surface Nf PA type F AT�TAACHra NT r Fastener Type Dual Lag Bolts - F1[9.906 STEEL PIPE Diameter 1121n. Ll3 mm Length 3-1/2in. (89 mm) Maximum Load 4401bs 200 k Brace Identification on Plans 1.5 CPVC Prying Factor NIA Brace Type Lateral jX] Longitudinal I 1 4-Way i 1 Sprinkler System Load Calculation (Fpw = CpWp) C = 0.695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 1. 5' (40 mrn) CPVC 15 ft (4-6 m) 15 ft (4.5 m) 1-41666 Ibift (2.11 kgrm} 21 lbs (10 kg) 1-5" (40 mm) CPVC 20 ft (6.1 m) 20 ft (6.1 m) 1-41666 Iblft (2.11 kgfm) 28lbs (13 kg) 115" (32 torn) I CPVC 120 ft (6A m) 20 ft (6.1 m) 1 -0 79031 IbA (1-61 kglm) 22 lbs (10 kg) 1" (25 mm) I CPVC 20 ft (6,1 m) 20 ft (6.1 mj 10-674355 IbM (1 kglm) 13 ibs (6 kg) Subtotal Weighi 84 lbs (38 kg) Wp (incl. 15%) 97 lbs (44 kg) Main Size 1.5" TyperSch. CPVC Spacing M) 1s ITotal (Fpw) Maximum Fpw per 9.3.5.5.2 (If applicable) 67 ibs (30 kg) a3 tb (37 kg) r iuturice', version al use of 1UUS MCC "' ks auvp-ci to terms ana conamone per me eno user acanse agr"ment 5prinkler system Loaa calculation (Fpw = CpWp) C = 0 695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 40 25 ft (7-6 m) 25 ft (7.6 m) 5,13 Ib1ft (7.63 kglm) 128 lbs (58 kg) 2" (50 mm) Sch. 40 20 ft (15 1 m) 20 ft (6-1 ml) 5.13 lblft (7-63 kglrtt) 103 lbs (47 kg) 1. 5' (40 mm) CPVC 18 ft (5.5 m) 18 ft (5,5 m) 1,41666 Iblfi (2,11 k9fm) 25 lbs (11 kg) Subtotal Weight 256 Ibs (t16 kg) Wp (rncl 15%6) 294 Ibs (134 kg) Main Size Type/Sch. Spacing (ft) Total (Fpw) 205 lbs (93 kg) V. soh' 40 24. Maximum Fpw per 9.3.5.5.2 (if applicable) 416 Ib 1188 kgl .Brace'" Version 81 u,e o9 TOL Brace " it SUble ct to terms and conditions per the end user licence Agreemen TOLBraceTM Seismic Bracing Calculations V8,8,115 Contractor MFP Design Project Address: PROJECT MONTAGE • CONFEREN Address: 3356E Vallejo Ct T E,ti Gilbert. AZ 85298 ■ *N 52-027 SILVERROCK WAY Phone: 480.505.9271 LAQUINTA, CA 92253 Licence: Job # 21-065 Calculations based on 2016 NFPA Pamphlet al Brace Information TOLCOTM Brace Components TOLCO'm Component Listed Load Adiusted Load Maximum Brace Length 7 0" .2 1 ;a Tri) Diameter of Brace 1 Fiq- 4LA Clamp 1000 lbs (454 kq) B66 lbs (393 kq) Fiq.980 Universal Swivel 2015 Ibs (914 kq) 1745 lbs [792 kq) Type of Brace Sch-40 See Fastener information) Angie of Brace 60° Min. 'Calculabon Based on CONCENTRIC Loading Please Nola These calculatons are for TOLCOT" components only Use of any other components voids these calculations and the listing of the assembly Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) ::a o Fastener Information, Orientation to Connecting Surface N1 PA Type I Fastener •w ' r- Type Dual Lag Bolts - Fiq-W6 Diameter V2in. [13 rnm) �T# Length 3-112in. (89 mnt) Maximum Load 440 Ibs (200 kg) r Brace Identification on Plans 2.80 Prying Factor NIA Brace Type Lateral [ 1 Longitudinal [XI 4-way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.695 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2" (50 mm) Sch. 40 180 ft (24.4 m) 80 ft (24.4 m) 5-13 IWft (7 63 1 141011as (186 kg) Subtotal Weight 410 Ibs (,86 kg) Wp (incl, 15%) 471 lbs (214 kg) Main Size TyperSch. r sdt. 40 Spacing ift] so Total (Fpw) Maximum Fpw per 9,3.5.5.2 (If applicable) 328 lbs (149 kg) NIA TOLBraceTM Seismic Bracing Calculations V8.8.115 Contractor: MFP Design Project Address: PROJECT MONTAGE - CONFEREN Address: 3356 E Vallejo Ct E.*N Gilbert, AZ 85298 ■T 52-027 SILVERROCK WAY Phone: 480-505-9271 LAQUINTA, CA 92253 Licence: Job # 21-065 Calculations based on 2016 NFPA Pamphlet 213 Brace Information TOLCOTm Brace Components TOLCOT* Component Listed Load Adjusted Load Maximum Brace Length TO' (2.134 m) Diameter of Brace 1' Fiq- 1001 Clamp 2015 lbs (914 kq) 1745 lbs (792 kq) Fia.980 Universal Swivel 2015 lbs (914 kq) 1745 lbs f792 kq1 Type of Brace Sch.40 See Fastener Information Angle of Brace 60' Min. *Calculation Based on CONCENTRIC Loadrng •Please Nate These calculations are for TOLCO' components only Use of any other components voids these calculations and the fisting of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 1604 lbs (728 kg) TOLCiD FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT ❑ e11 Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type F Fastener Type Dual Lag Bolts - Fig.906. Diameter Win. (19 rllrri) a Length 5-112 in 1401nrr1 ( ) TOLCO FIG. 1001 Maximum Load 9D5Itrs (41i k FAST CLAMP Brace Identification on Plans 2.5-20 Prying Factor Nip Brace Type Lateral [XI Longitudinal [ l 4-Way [ 1 Sprinkler System Load Calculation (Fpw = CpWp) C = 0.695 DbrrA tef Type Length Total Length Weight Per Unit Length Total Weight 2.5' (65 mm) Sch. 10 20 ft (6.1 m) 20 ft (6.1 m) 5.89 lb/ft (8.77 kglm) 118 lbs (54 kg) 1.25"(32 mm) Sch- 40 160 ft (48.8 m) 160 ft (48.8 m) 2-93 IbM (4,36 kglm) 469 lbs (213 kg) 1" (25 mm) Sch. 40 60 ft (18.3 m) 60 ft (18.3 m) 2.05 IbM (3.05 kgtm) 123 Ibs (56 kg) Subtotal Weight 710 lbs (322 kg) VVp (ind. 15%) 816 lbs (370 kg) Main Size 2.s" TyperSch. s`h 10 Spacing (11) 20 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 567 lbs (257 kg) 641 lb (290 kg) t rvc.arace'- +nr:ion ai 4se OF I VLOFr "'- Is 15Uppct to terms ana cpnOlU9n1 per ine ens Ulier are nse agreemeni jrTOLIBracRir' Version a Use at IVLU MCe" Is sublo ct to to rttls and con d FT i onr, per the era user 1l c en se agream ant J v J � C Z V a7 -�0E � w © o 0t tr =�C 0 W� a, o 0 c CO LLp�p pp Hdi .... J 0 �QI 0 >Z, ll J W ■ W Z e Z tQ.al-�N` Q W W W 4 LL_ 2U NZO<c HWt LO C7 W L H UJ< LU a W w I LL NOTE: ADDTfIONAL SPRINKLER HEADS OVER AND ABOVE THOSE SPECIFICALLY NOTED ON THESE DRAWINGS MAYBEREQUiRED .INSTALLING CONTRACTOR SHALLCOCIRDINATE WITH ALLJOB SITE CONDITONS PRIOR TO BID, FABRICATION AND INSTALLATION. DTRUSSES, HVAQDUC'PKORK; HOODS AND OTHER SIMILAP, OBSTRU.CTiONS. FIELD VERIFY EXISTIN(3CONDIT(ONS DURING CONSTRUCTJON AND PROVIDE ANY AND ALL ADDITIONAL HEADS AEI QU E AND A COMPLETE, CODE COMPLIANT SYSTEM. STANDPIPE SYSTEM CRITERIA OMANUAL ❑AUTOMATIC ❑WET ❑DRY ❑CLASS I ❑CLASS 11 OCLASS III Location of the one hydraulically most remote hose connections: Vestibule Design flow rate for the connections identified above: 250 Jpm Design residual inlet and outlet pressures for the connections identified above: 100 psi Design static pressure and design system demand (i.e., flow and residual pressure) at the system control valve, or at the pump discharge flange where a pump is installed, and at each fire department connection: 136 psi 23.4.4.7.2* Where the design area is equal to or greater than the area in Table 23.4.4.7.2 for the hazard being protected by the sprinkler system, the discharge for sprinklers protecting small compartments 55 ft' (5.1 m') or less, such as closets, washrooms, and similar compartment.-, that are in the design area, shall be permitted to be omitted from the hydraulic cal- culations. HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 4 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .10 DISCHARGE AREA: 1510.1 SQ. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC B COMMODITY CLASSIFICATION: RESTROOM MAXIMUM PERMITTED STORAGE HEIGHT: NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 246.49 GPM a@ 20.88 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 24.20 FLOW GPM - 346.49 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 19.6 GPM @ 12.25 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 196 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK462 5.6 NIA 2000 PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476633 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404,1450 EMAIL: info@shastafire.com WEBSITE: www.shastafire.com HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 1 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .10 DISCHARGE AREA: 1529.9 SQ. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC. B COMMODITY CLASSIFICATION: MEETING RM MAXIMUM PERMITTED STORAGE HEIGHT: NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 292.38 GPM a@ 61.79 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 66.39 FLOW GPM - 392.38 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.5 GPM c@ 16.14 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 225 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK462 5.6 NIA 200° PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476633 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404.1450 EMAIL: info a shastafire.com WEBSITE: www.shastafire.com HYDRAULIC DFRIGN INFORMATION DESIGN AREA NAME: RMA 5 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .20 DISCHARGE AREA: 1519.3 SO. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC B COMMODITY CLASSIFICATION: STORAGE MAXIMUM PERMITTED STORAGE HEIGHT 5' STOR. CONFIGURATION: MISC. HOSE STREAM ALLOWNACE: OUTSIDE: 250 INSIDE: 0 TOTAL: 250 REQUIRED BASE OF RISER FLOW AND PRESSURE: 461.52 GPM @ 35.01 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 45.92 FLOW GPM - 711.52 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.4 GPM @ 16.0 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 112 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI MANUFACTURER S.I.N. VIKING VK3021 FIRE SPRINKLERS INSTALLED K-FACTOR ORIFICE TEMP. ORIENTATION 5.6 NIA 2000 PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476fi33 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404,1450 EMAIL: info0shastafire.com WEBSITE: www.shastafire.com HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 2 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .10 DISCHARGE AREA: 1619.6 SQ. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC. B COMMODITY CLASSIFICATION: ASSEMBLY MAXIMUM PERMITTED STORAGE HEIGHT: NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 202.25 GPM @ 34.90 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 37.15 FLOW GPM - 302.25 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 15.6 GPM @ 7.76 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 156 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI MANUFACTURER S.I.N. VIKING VK462 FIRE SPRINKLERS INSTALLED K-FACTOR ORIFICE TEMP. ORIENTATION 5.6 NIA 200° PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476633 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404.1450 EMAIL: info@lshastafire.com WEBSITE: www.shastafire.com HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 6 DISCHARGE DENSITY .10 EDITION OF NFPA 13: 2016 DISCHARGE AREA: 1542 SO. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC B COMMODITY CLASSIFICATION: OUTDOOR MTG MAXIMUM PERMITTED STORAGE HEIGHT NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 219.01 GPM @ 68.77 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 71.40 FLOW GPM - 319.01 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.5 GPM @ 16.14 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 225 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMR ORIENTATION VIKING VK462 5.6 NIA 2000 PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476fi33 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760,404.1450 EMAIL: infoQshastafire.com VVEBSITE: www.shastafire.com HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 3 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .10 DISCHARGE AREA: 1531.5 SQ. FT. OCCUPANCY CLASSIFICATION: A-3 & ACC. B _ COMMODITY CLASSIFICATION: ASSEMBLY MAXIMUM PERMITTED STORAGE HEIGHT: NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 254.99 GPM a@ 47.28 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 50.81 FLOW GPM - 354.99 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.5 GPM @ 16.14 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 225 SQ. FT REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK462 5.6 NIA 200° PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476633 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404.1450 EMA- l l_: info a shastafire.com WEBSITE: www.shastafire.com HYDRAULIC DESIGN INFORMATION DESIGN AREA NAME: RMA 7 EDITION OF NFPA 13: 2016 DISCHARGE DENSITY .10 DISCHARGE AREA: 1542 SQ. FT. OCCUPANCY CLASSIFICATION: A•3 &ACC B COMMODITY CLASSIFICATION: ENT. CANOPY MAXIMUM PERMITTED STORAGE HEIGHT: NIA STOR. CONFIGURATION: NIA HOSE STREAM ALLOWNACE: OUTSIDE: 100 INSIDE: 0 TOTAL: 100 REQUIRED BASE OF RISER FLOW AND PRESSURE: 215.18 GPM @ 79.36 PSI RESIDUAL REQUIRED FLOW AND PRESSURE OF THE SYSTEM AT THE WATER SUPPLY SOURCE: STATIC - 99.0 RESIDUAL - 81.90 FLOW GPM - 315.18 REQUIRED FLOW AND PRESSURE AT THE DISCHARGE SIDE OF FIRE PUMP: STATIC - NIA RESIDUAL - NIA FLOW GPM - NIA MINIMUM DISCHARGE FLOW RATE AND PRESSURE FROM HYDRAULICALLY MOST DEMANDING SPRINKLER: 22.5 GPM @ 16.14 PSI RESIDUAL PROTECTION AREA PER SPRINKLER BASED ON HYDRAULIC CALCULATIONS: 225 SQ. FT. REQUIRED PRESSURE SETTINGS OF PRESSURE REDUCING VALVES: NIA PSI FIRE SPRINKLERS INSTALLED MANUFACTURER S.I.N. K-FACTOR ORIFICE TEMP. ORIENTATION VIKING VK462 5.6 NIA 200" PENDENT INSTALLING CONTRACTOR INFORMATION: NAME: SHASTA FIRE PROTECTION, INC. CSLB# CA. 476633 ADDRESS: 72120 Northshore Street Suite C, Thousand Palms, CA 92276 PHONE: 760.404,1450 EMAIL: infoO-shastafire.com WEBSITE: www.shastafire.com 0 U oo ® d LL z C7 0 iLi 0 CIE- ❑ U_ to "' E r r CL 'Ct �7 ra W W z Z cv a LL LJJ � ca C.} 0 U v . 0wIx Cn 0 LU I¢- Z >Z o C) LLI J 5 w Z LI` w O a) N z_dLLo� � � Z WCh M a4-1 It-rn � LO O v W 0r r� L v 0 s E .�LU rn m 0 a � 1.L Z (D I- o ~ CN °� o = z CD v _j co LU U, 0LILI ¢ C] 0 , rt� Z lit O ;lir�•1 I' [ F t _ iz Z O I- H 00 a w N Q = U co H y 1 V < ¢ UJ © 0 v U � M Z < <. co Q a C) J E _J Z' �E O LU 0 U �[y] 0 [� _ S C7 cLO W � a. UOQ_ LL"t00•F0 I- w -- W W LU Co YWZ>_V �UWW coZ0LL_ d 0 W ii w H �� a. w ar LL U a W z � L7 Z z L L7 w �m9UOm .0i '0 t]�pp�� 15, 'S Q Zaiw Q 'j W d 7X OF, W Z Ld 2 tioC q z�u❑s,L%j�� z MO < U. Z 00 'dLULU0 2�LU V]U �a.��UJ0 0 0 j a w ❑Q.mm Z MW r F LU z NOTE: ADDITIONAL SPRINKLER HEADS OVER AND E E 5PECIFICALLY NOTED ON THESE DRAWINGS MAY EQWED[ INSTALLING CONTRACTOR SHALL COORDINATE WITH.ALLJOB SITE CONDITIONS PRIOR TO BID, FABRICATION AND INSTALLATION. DTRUSSES; UC ORK, HOODSAND OTHER SINfILAR OBSTRUCTIONS. FIELD VERIFY EXISTINGCONDITIONS DURINGCONSTRUCTION AND PROVIDE ANY AN D ALL ADDITIONAL HEADSAS'REQU E AND A DOM PL.ETE, CODE COMPLIANT SYSTEM. � . - .- , "�%__,/_�� Nv- V � A� I co - _ _ Sprinkler Attachments - - o o� (D 0 _�4 Boise Cascade EWP Product Profiles p � Sprinkler Attachment Details FSo4 FS11 Sprinkler Attachment Details F512 F517 � z � o ----� ------ ------ o o of Of BC1® Joists and VERSA -LAM'] ' Beams -Western (While City.. OR) ��.uction ®F- - N 1 �' o U_ t3U Ja,st, VERSAAAM'� VERSA -LAM' VERSA -LAM'' VERSA -LAMB -` -- V I Eye Rod Hanger I Eye Rod Hanger U Hanger Pipe Strap � 0 80450001.7 BC11' 6000 . - BC[" 6500 1.R BCI` 60 . BC[e 90 - - 2400 2650 : 2804) '.I] 3100 Sprinkler systems provide reliable and effective Brackets, fixtures, and hangers shown in the sprinkler 1%. r 1%. i. 1;s• _ suppression against fire. Though typically used in attachment details are referenced to the National Fire 1=.� I7 Inverted U Hanger Pipe Strap � 9u," 11Tle 11.is" a commercial-t a buildings, sprinkler systems are also Protection Association NPFA an international, non- Eye Rod Banger Eire Rod HanVer 4 Muirrhm pipe Sae 4 Maximum Pipe Saxe sue" 14" 3t.y• 5: 2" 5L71 vP 9 P Y ( ). 1 0i 0 4' Maximum i � g{ " 112�i" 3ij" 1$' 'rn" 1s" 3�in � 3h" Maxlmwn ape SrAe � 3-.S` Ma�n[n" Pea Size 117/e. ilvr to to to being installed in residential construction. Consult with the profit organization who publishes fire code and standards I T- r E "" i4" 3.4• 16" 18" tD iB" 18" 24" a use Cascade Haas Cat-Aw 9 xse Cascade im 4 I 14' is" 6 local building official for further information on sprinkler recognized worldwide. i SOrsa CASCade I•lelst I-fi,w err mir -� l mat [-Into 1s• aa" � ' 9 P g I - I � � all' maa� I I - - 4$' max J � 1s• I " i requirements. The details shown on pages 20-23 refer 2'xs" Neck DF or SP� . I ""' cl �_ NFPA NFPA, LLL © 0 L . - _ L _ _ g P 9 The following details may be used for residential sprinklers N2Ofmr rare ap�Wed apprvred Iq � (i -I Imo- -I I- -« t� -{ -«I I+- - I•- -I -«. - r191s 9.01a harryle, L proper P pipe but it should be noted that residential systems typically °"e%, *am7 ter r 9 6 to the ro r Connection of commercials sprinkler i e to � carl+ond � r� 2" 2 /le" 2 /le" 2 /la" Ski" iy'r",1'�i" 3�5', 5Vi rya', ti4^ 335', rise", 7' Y YP Y I y; tsamater I,m rid toy ,6d O 0 :� use much li hter and smaller i e. The 2'" diameter and machme bolt with ;' nF cdmnak cammph_ o Some products may not be avdllabte in all markets. Contact your Boise Cascade EWP representative for availability. Boise Cascade 1-Joists. Connections to VERSA -LAM" g p -sP 2 reek nags (o (O ul end nasl-ar 3, • even w btr .ach end each end SO and VERSA -LAM` products shall be Installed In dry•use applications only. per their respective ICC ESR evaluation reports and BOISE GLULAM` beams are similar to those used smaller pipes used in residential sprinkler systems may NFpAapp oved I r.3• I x. R�3 Fir t,17 •-� �. cv with solid -sawn lumber. Sprinkler pipe may also be bear directs on the joist web when routed through web CEI rxtv�a�� 1 P P P Y Y 1 g �n'A "� blf 4'max W . eras Z o BCi® Joists and VERSA -LAM' Beams -Eastern (Lena, LA) routed through webs of Boise Cascade I -Joists; please holes. Residential sprinkler attachment details are shown 1 31y maxa6vinewpipe � I *ire t WxFlag dramoorplp[ I i•X3-lag drema7erpoe w w > Z v? 3". ma . diamelter pipe i3Gl Joists 4 4 refer to the specific ]oral's hole chart on pages 24-25- on page 23. I . Anachaesprv*lerapparawsas.ra�.r +�e� anp�ar°+++' a+► A,lachd+esprwder,Fr raunnshown (D � Q M � VERSA -LAM VERSA -LAM VERSA-L" • Auach die Gprnkler apperskn as show w . Tha aprr,kler appara" MlLon p s r r e, s ralrs, The sprx,klar 4operous 4Kiudl the braCkyEs ha e, s, nuq BC1" 4500s 1.8 BCI" 50Ws 1.8 BC[e 6000s i -S BC[" 650Os 1-h BCE° WS 2.O DO" 90s 2.0 1.7 2650 1.8 2750 2,0 i 1 t70 The a nnklcr Appara3ua IridudNg the , bra[Ytllbs, h&W the 6p trlklf�egr 8fK1 Woe u,[ludr� x e nanye . Drack +s henyer red, qpe. clen,ps, null balls. halls, weshe g k e« < � �pq� Apr qe w`�a l cots waalters. � y�r w �Za via al+auu " a 6e � � � � (� ❑ a � _ t"/i" 1=%•,r r �y� �'-}'� rod -WPC. casinos. rwe4. b0ls-washers. keg scraw's, wood NwFAP . t36 1 R or rned+ulharrlY ��nsUrllauul shall de pe+ die wnent proHuars K peso none of 1ne r��F�A 13, 17f}, 13R ar A a�kBvinp PMV,ffi ns ar the &% 1?, t , w rho aulhomy having V o 1 I I l 1 k1 e r Pipe Weights I srxaws and inslallstwn Yrr be per the cunent prow sio s d � 9 I+I�!�' • T1 d of trim Boise CaacaN I�okl sy%am altar 81M indiLl / er of the • T,h* dws,& of lee gD�i�a�s0 I-l;W fyslwn shall also k,dudo M ' dd+e ` w � [i� _ 1 l� y %.-� NFPA 7 3. ,yp. 13R wino autrwn7y hev.+y Juncdrti+url. The de5lgn rA tl+s Base Cascade I -Joist system char >tlan Irtc:>aw IPr weight of Me prpNlg AIW^9 s rem aid temporary k>'xWtq polls sY'atem erM laedrfg 1 r•� 1' y"� 1'fe i I I 1 I I I l I • The deuyl a1 Ow Boise Cartade I -lost system %hay Me system and lemoorary luad,ng Prn nl1 p40t hole or screw. allow for e6 _4r ee from Itle lag b Vim of DW aloc roar hci)! for � screw. allow [fir �ropor uriarance from die lap Sa 1ho err of � r + vl r 9 /a $ /s it wei$4 pip" ryarr"rn"tam rat lopdm Pre-" pool hole far �� rr Iaa�p �opR to LJ ' 9==/t" 9'ii 11 h' 11 h" 3%3 Q,cII1de the ,N the PV Y V ,aq 5cryw. allow for Proper dsaranpe kdm >rle leg lotrle bptlorrl W ere trio 61ocking. 2:+i }ar br$nch Imes aria 3' Poe Mllpp aneS. me bl°tiung. 2 far ter vide Imes and a maul ivies 1 LIMIT PIPES PARAL EL TO I,t, 3>s•wnrarcr=r.aea�d3^famaln>. < U 11l: 1t,�" , " 11/." , • 11i: 3L" 14" �.;'. 14' 3'�" 3'r=- sp The weight of water -filled Water -Filled I 0 %" 14' ./." 14' % 14' '' 14' 16" 1fi" to 16" to 7=r. 24' JOISTS THAT E sprinkler pipe shall be added Sprinkler Pipe Weight w � co Z -� l- --1 I-- -I' I-- --I t---- -# l� _I � ll I •1 I t I to the dead load of the joist or Schedule #40 Steel Pipe Schedule #10 Steel Pipe I SUPPORTED BY F I -Joist Hanger r : U Hanger U Hanger Inverted U Hanger � Q Q 1'/.I 2" 12 I 2s,,c" 251,a 3V ,_�"• I.-P =,s" 3=.,• to 5=r: 1='/a". YI.•, 1 JOISTS TO i V2't AND SMALLER :> H- J beam design. The following Pipe Size Total Weight Pi Size Total Wei ht ( � 0 Some products may not he ava,lablr+ in ail markets Contact your Boise Cascade EWP representative far av2trfability. 3'/�� 5r�•r A 9 Pe 9 J - - [diameter - in] [Ib1ft] [diameter - in] []b1ft] w W Z tables provide weights of typical I U Hanger Inverted u Hanger - AL LJOISTt' (St. Jacques. NB) commercial sprinkler pipe. 1 2.1 1,25 2.5 1 w� mum Hanger . V Hanger Sum 0• Maximum Pipe 5¢e 6" �im"m roe 5aO Z CO AJS' 140 AJS" _15r1 Ai5" 20 AJS 1190 Al5" E AJS' 25 Deep Depths AJS' 30 92 5,16 I e I -32' mat 1 � [-32' n aa--� 0 LL Q 5 U � � P Barre Cauadt cascade Cs9catl _ w e 1.8E 1.8E 2.0E 1.5 3-4 I-Inlsr Mal � 1.5E 1.8E 1.9E i I 8kh' 18' 1j8" 1:I 2"e (I block t7F tdl fed oil lad �1 I 2.5 7.9 2 4.2 I a sp !r� �r bu � °e"',� � �� L.L � � � � M { i 'n ma.s hews e&:h end each ar+u 3, waS?,rle 95Y 9ki• 916- " 71W ,/ y , ` 2p- r/ . f 20- and nuts 4. DF or 4. Dr or 3 10.8 2.5 5.9 I De. N L_ %.- - �F7," 1y._ _.. � h' �"� -�irs" yv. _. �6s• -- 14" 22" 22" Brx9e r_=�dv lya.si - _ of � S� lbtbtQ} 16' 24• 24• 3.5 13.4 1 ProperWTO- I 14TPA sd �,•.Ir nil- I.'II'. �k-, sQ I I -Jest hrackel hanger ��. p t; I 11x' - T 1h•T - T 1wT . . 11" 1h"T = - I. 1=.�•I - I 1w, � 114,E 1 3 T.9 .r !I: rv.3., 114t, deb �� 4 1 fi.3 NFPA appro.ad Wf , i. : an •� I ,., fixture and 4' max die -. \ NFPA 6' mAa �j� ---'� I•--•� � 1^----I 1 4 11.8 1 • AtEa h ft spirwWor apparalm a5 shown. Nadia spdnk4r- pipe 2 xF"x18 bbrk NFPA � 5'xW to QPr�,'� 0 ro 2>W4' 2W 211'r` 2;Y 345" 3+h" 3%1 5 23.3 The spumkter ap o,alus mclud,"q Vie Di d SP or A Approved g" �% � or SP ur bir go- r � [ 1 -I Atweh rite, aprifildei ■pparaui as 0h wn � /„,)� v I 11 t,rark9la. hanger rxi. sae damps, n,dl:�Ls Axlaxf dameFer pipe W 2x3 anges 2x4 Flames I Aped v e sp ink+es apparofue e3 ihvwn Altech the sprWtler ap{7aratu6 as shown. v . r� L_ 6 31 ,5 6 23-Q ■ washers, lag straws. h �;6 scrtr+rs and snsta4atlon The aprinklar apparatus in[kx?.•t� tnE ha brackens Tly spnnkter apparatus IuGingg the ,ea r� [pOEkele qgr.COamlos nk". The sprnklsr app"us. !nc Wog I'l hang8f brackeN, h=r ry , dtlenCs, nos, �-} 11 shell p5 per t:,s r,•drent pmviergns or the NFPA }3 4• max die. hanger rod. pipB. c+.emps. nuts, baEts- was .lag hD11g, washers lam acews. wn°d suawa And Irrstepat.ar+�shA t be per urcent tops uaahen, Lev screws. ,tread srYrwa Sod ✓L4tarscl°n &haB be [Wrlhl N (Jj B C 1S E G L UL A (Home da le, 1D) 130. 13R or the aulna W having wmelic0cri P � acre s7. wbpd'arxHas an4 my slier on snail ba per the p sots pns of }him AFPA 13.13D ,3R yr the 4rdhpf 1y have y I,adr�ci m provisions ref f th I PA 13. cad t 3R i ys Authority Isar ng Rr s di a The desgn of Me Boise Cascade 1•laml system shall ,.Vrem pro,nslons of Me NFPA 13. 13D, , 3R Ix 1he • the dEeu}n u1 Ihr Boise Ca844dr I•ywe[ systerf+ shag also I""e the wmi ❑l the The dcsSgr+ of dlr Busse Cascade i•iuk, sysrsrn shell 4eso nr,ckJbe [vie W u,e 815D ntClude dka weyhl W !vie tbrkn9 8y§Eem ark? eudrxdy having Trlsdlr_aon plying 5Yi}em arM,emporary klading piping system and tdmpbrary loada,g �� W V/ 1 r it " n I Fam'oarafy loading • The ddli n of the Boole [,a Dx* 4 ry iq,0mn sh411 • Pre-drdl la[ hole Iore� Fcrtow aarnr [q 4*4vaalce from the w par ki pm o[ Pre dnl pilot1sya{p �Wg arrow scowfypr n dr clgar>,nco ham the Ina 1a fie 1xn ar " 8 �,t „ " �� ; Sprinkler m e n t Details F S 01 - F S o 3 blot . 2'/,' for bier ch sees and 3 lo;ma n hnas the bl ockin M. i1y" ter prenrJ,,Ines and 3 !ar ruin Imes Wee ktr911dc the. wnlght M the a rg sysl4m and r"9 9 SOmpnrary I< *ng 3% 33h------ - - - - -- - -- - ----------- •-------�>s --� �. m p 6 7tf2 9 7114 �V4 3%" to 81Y4" s - - - - Il e n n " ((D Z C ��" to to to 7%. to 5%„ I TwQ Screw Ceiling Flange Side Beare Bracket 1 Inverted U Hanger U Hanger ,. Inverted U Hanger Seismic Bracing ( M to 24" 36"36" 3fi" 24„wto 36" 36" C E I to 9" Iq < C,4 U) few. ,Gd »eM, cenrhN - r� Two Screw Celli Flan inverted U Hanger U Hanger Pipe Strap A Seismic Bracing Detail for C7 1 n9 9e SideBeamBracket iz < 0 CN H I _J - - 2- Maximum Pipe Site 4" keiilnYYn Roe Sue 4• skuximum Pele Sire 5" Maximum p4,e Slxe Forces Para I lei to u 1 2•h MaxinurnfteSMe Boise Cascade ]-joists I -- Architectural Appearance Beams Header [Framing] Beams Columns I I a>rba ctae Ko1ae Bpiea Boise castade I -joist eomc csacado I MOh' Cascade Caasade .� a�� Larger widths and depths are available, contact your Boise Cascade EVVP representative for avall ability I 4' max cilame1w ' N 11 48 max f, max-- ,p ea - .l LIMIT PIPES PARAL EL TO 2 r xta" btn ilia {•I ,sd t41,Bd ,1m herrad Q 12) screw ceiling plate OF ,x sp F2 ur _ti n I ICPIRS cammon�\\�\- GAP. Z CO 'ju,' A 1•fr' lag screws \\\l\\\\ 1 NFPA a nark `` A now*ft eu-16 '•� JOISTS THAT A E � 1FAL pr earJl end t. h skid _ mechno bn1E with [� NFPA-approve:• nut and washer 021 ' macrnne bulls Av sv.- a.-SP liet2 "a I,% ° a+aunpp wNh wash[ or btr tX Wf ba "i m py pwalef SUPPORTED BY fixture and Wacker I and nuts . m Iwo U -«_I 1 NFPA apprawd 2'x r black DF 1 '.> 3" T,r. ea�caM, LU Lt-I . JOISTS TO 11/2" AND SMALLER flatyreantltMACkat 42'r:"mill 1 a 2w�s appr, NFPA ram A . �' Pa+ug � LL 2• max diarncder pi -4 Rxlked 2'Ali • ; s- : !. ,r,rved 6' mat r Ik - • Arisch Sete Wmlk1er apparatus in afsown Ddr ry SP c, ! pipe 1I okw "n coraak, -.rives kiln nor t-mill D . Aft-0, n,e H,kfer a rus a. ar.awrk 2'8' may di anwstar pipsN A' - dianw7 'r' P P aal.r..+" *Pr Pr•+"✓k ins spr!nwi"r appwreWg inr�,e�,g ins npnger, prnr-ilea F N�q Pre," pilot holsa ear leg scrlrws • Atlach the s(I>rialer apparatus as showw, 1 ruriger rod, per, clamps. nuts, bolls, waslwrll lag An4th We sprb*lor e�(d Aed U% as Shown. Jlnxh the Sptmlcr apparatus us shown i, !Noah la Wd" aacr,n n:prwmn r'� ,fin • The spnnWw upparahrs inchvdirry the hanger brackets. hangar • The sprvlkler apparatus Including Ina ryknpar. brackets. hangar avex•s wood crew. and Imlaration ahall 0 per the ' The spdrtkesr WIt i lire 4nri br8r>t ar%, har,er r . rJampa, ram. • Tha sprinkler appralus,mC Vd the h,& T �Gkets, tear,: •:lamps, nuts. ordr+nr CAO" ar ►i. eorw Nln..el. r�lnr:vn.l S.rmr. F_:.. rk,a 1 a- y,r currrm\ 1l oNrs'cwta of the NFPA 7 3, M. 13R or !ht treRi. wisher;, ry �gpx� wWbWonion -, r bo pn a ( ,Vnf twits weshers, pay raga, aria nd ruladsrtlon sn. 1, r:. , - ,.urrmt : ssesdr I-091& roe wMig" 1 cud, pqe, clamps. viol<, belts, washers, fag strews. woad screws rqd pipe damps nu's bd;s w sher><. pep yemws, trrord W prownrrCpAs of t�A 73, , , of tl!a fiutherl[y having prosd+el, (7Rtrrtrons of lhu RFPA i3 T' M1. , 3(i r><tl1a'a having j �,i,. -. r�anp.. ,rpp,ra+,y caF+emy, aM +� 3• nr N^nwr a R>d owafllmoon %haH be per Iho canrnl prnmrons of the NFPA straw% and Instaeabori shall be per 1hs currant pro"vona of AL%Ipurdy hxnr!ng iufmdocte The dr�r, d rile Bpie {.escade system shall allo rrckads tho ww of rho Tha design ol the Boise Cvscilde 1-Ids1 sys,an she also irkfudc -r. • of Ihn 4}'V,OL14n. S LLAk n.1HdKtWi n 1A Fa -,r•i ' •.'I A•A 13. , 3P. 13R nr rho auel,un,y ngvsg ]unndictlw+ NFPA 13 t 30. 13R a cr+a aubraxy hay.,g lurrsdrellon. I the design or the Smso Cawsade 1-yo,al rywiem shall {kperg a 3[y em arw temporary Idad!rig piping syiwn end temporary loedr,q nr.pp,r..r„ wrabn r+Hr•�n t 3 I • The O&Mgn of ,yin Some Cascade i-Jobe ayslem shall also • Thr des.7n Of Vim Bursa Caseado HQIM syalad, shall also Aran "Jud" the wwlgm ar 1he Mprig symen, Arid • �ot l,olg'or laapp gm. allow fin clearance from the lag to Vie ore! of Pr�dM Vol Ise {pr litp adraw allow for proper el�arance hwn rt+d lag 101he Eam of w • ear, rss Q c+ckida Ihn wnlght of the pipmg syxrnm and temporary loading intros tee wagrtf oe the p,Wnp lystarri aM tarrlpwery loaox+g I ,tnrporary kwAing the g. 2Y, u bf'Snrn hues and 3' Ines the bk,drmg. R!, fqr 6r�r+ch Gnis� eruS 3' for It+en ,ag LJ I I I I I . - . - . - . ..- �,�_t I I . o 7_ - l .. I. = -' . If SITED STf• - F F,r* Darden and InsljI!.:+ .!• f;1,4,.• •tIr• ;I f` StF,T -5 Fen Dael;ln anrr 1,...;.rgai:run Guide •IYfL,G7•.1715, r p:VOW70 a - Z --{ Sprinkler Attachment Details FS18 -FS21 BCI� Joist Hole Location & Sizing AJS'" Joist Hole Location & Sizing -no () - -- - BC I" Joists are manufactured with 1'J2' round perforated knockouts In the web at approximately 12" on center AJS'' Joists are manufactured with 1'N" found perforated knockouts in the web at approximately 12" on center t) Seismic Bracing Blocking Attachment to Joist kd+larr,urr! spaur,g = 2a ryealest dioI&.Ii n- , r Lim of tar es! hdg Iknodkioula exempt] X NOT klinlrgeva hole Ik.o Pa area, dimension ❑ 4 � M tar4ast hula {knaskuuts awemW l I] i; 0 wu t Seismic Bracing Detail for Blocking Attachment to Joist tsnn t+bie bHIOW. l see labfe helgvep cull �r�rlu � -lino saga beiawr^ {yen ta61e 6ciowf or.� mid'. i. Forces Parallel or Perpendicula _ Hanger Attachment Varies Al a IMI Tilp" t'" PWI to Boise Cascade I•Joists Er, Maximurn P Sco rwew rsx' capes airvwnn•r,l Pa 14l rs e4 carrmvu, vaaarred for Pipe Bracing ..% } 0 .,TFI O ❑eta cdoe. I.Jo :: •r. ❑ ') W�� OBosse_ }L.Asca4c I - 24' max- }•• 1 • W ` :tif • 6 . � • twist r DO I - p6 �. I fi'� �c� .:.al rn •web area cut r, rreE area +� F.- C-afle � No hope texcepl knockouts) A t r.' round polo may bu I - , h` .: ` A lit round hole m be I-. W--- rr xt ypenfle.t ® No holes fnxcept knockrnns, eY' gg sp;,� F+" arwetw%; sJapf hole awn allowed In bearingzarws tut anywhere xfl tfte web. i!.; ,%w cut r%,,1 col an whrrV +n the w 10. ;4; 1p,d comngn nach its AIlawed In prarkrg tr>.,tw prav5dt as Icau 3• al antEir AR 1.4;,% � I� 1 i 1 PrdVILIA el least 3" of larger Han 1 -'--� lrarauloe hoer, eater hoes xvnd m LanWyyefs. GreArahce ream aster" by+ea. round In cartelevem. ta, wa +be 4. slewJ 4k6 DF n SP v1 ur per�, 0 . I ,dpe rnlrmI / �'•'�'� .t t - a 213a n+acnrr,ebalr: �~ Minimum distance from support, listed in table below, is required for all holes greater than I'll" Minimum distance from support, listed in table below, is required for all holes greater than 1IWI �'M^� ' per block wqh Aridwaknk rb AJS'� JOISTS 0 N LY - ' liar a tai>♦e raw based _� andni4a BCr JOISTS ONLY - i a a a ." r � a • :' + OF ur Sp x? w ell ist e�nM1l Hnr. tf lametcr jnj 2 3 4 5 f3 7 8 $rlt 10 11 12 11 14 15 Round tide Diameter [inj 2 3 4 5 5 51:: 7 a 6':, 9 t0 i f 12 13 its[ depth and rile actual care .,' T:FPA a hangs - Rectangular Hoe Side [In] -_ - _ I 2 4 6 6 - - _ _ _ span rounded up lu the nearest / 6';nas pipe RedlObAw hole Will M S S it !able span Scan across the row ,l ak,e sr[nnsict xWijces",!t. boo. wnl. _ Aeiuwab€e 14c, trmial Seismic Fvn:ss jibs.) „_ • $erect a t".. row bas, d cn Any 8 2••3•, - 2•-8" I 3• i" 3'-5" a'-13 W-0 Z x1 AArllaela loans wearer +av ream My ra At1ar� V u 1prinkahr a aratus as ar own Span - - - to the column headed by the akpapq a ew, a--- C..". 1 roar. „v A grs To 5 r [real 8 pP a V-0" 1'•1" 1'4" 2'•4" 2•• 1t" 3'-i ml depth and 1he actual oist 9%; 12 3'-5" 4' 0" ,ran S-4" 8'•a 5' 4 LU sprNAP r n1 .9 ,W1410A I_ftwJN T sell 30' 45, yg' >� apnnkltr apperaeua a,ciudlrig lilt huge rod, pie, rJsnps. nuts, Any ._ ... P I Ie] • --_ _ _ -.._ _. ._ _ eppropnete round hole diarneler N rar".aunka seven lnrsdaeinr"ar.rwi.ar+" bolts. vrasnere. Id aims. w odsr�g '►l avid ntsl� a! ' 41e cunent Sp,ln s n rourrdeA u !o the nearest Jots[ 18 4',6" 5'_5,. B'•3„ ��-1., f B._13 8'•0 _ _ _ _ _ Z -,A 1 ygo sop sea pauNSlunx of u e NrPA , 3, 13� 13R pr u eud,pnry}a'vMy�r�ien 9': u 1'-0" I 1'-7" 2 -7' 3' 6" a'•5` 5" 4' p - w rectangular hale side. Uxe ��--yy s 3 r ysfem 191 foist � -�'- table span Scan across The row Round ladle Dra[neler I 2 S 4 5 8 fiyS 7 . 8 8'Is - � � 10 31 12 13 the longest srd 0 The do er Ilre Bose Cascade F wst 5 Mar QIaO xrdrlde tits all t Dr rive ---- - - - I - e or a rectangular piping system and Wrivorwry badmg 15 V-V r 7-2" 3'•5• 4'-8" s•-t7" 7' �" - - as the column headed by the Ractanguler Mop Side [kit I - • _ 2 3 4 s 7 6 -[ " ..? - [tale. The table vakle is the - 0 • Pr"rkll p Mt nose Iar lag escrow. aerm for proper derance from Me lag eo the bottom of Ih6 blddkln RsundHOW DirwM 2 3 4 5 8 7 8 $rl" 1a 11 12 73 74 15 a a 1•-7" 1,_11,, 2'•4•' 2.-B,, 3'-t1" 3•-3'• 3.-5" 3'-9., , 4 •D . U $rJ ppropnats round hole diameter Any closest Thal the cenlerline of the For additional Boise Cascade I -Joist fires sprinkler attachment details, lease contact Boise Cascade EWP engineering.or rectangular hole side. Usd ,it.. Span 12 , 2'•S' T-11" 3'-6" 4%0' 4'-7•' 4'-10" 5'-I•' 5'•8" 6'-a I hale may be to the centarhne o° W P PRsctan tar Hpk Side [iJ _ _ 2 3 5 7 B - - Ina longest sale of a rectangular Joist [R1 6 3'-2" . 3'-11" 4'-8" 5--4- B' 1" 6'-6" 6' 1{i" y_i'-T" B' fl - the nearest supporu WI a T-cr 1•-1" 1'$' 2'-0" 2'-5` 2'-1I' 3'-5'• 3'-1a- 20 4%0" A'41'• 5'-10'- 6.9" 7'-e" $%I" 8-8" I S'-5"10•-0 - ll.l �_ hale- The table value es the pound Hole Diamew rail 2 3 4 5 6 SY. 7 a 8% 9 10 11 12 ' 13 v The enbre web may be cut out .> 1n' span r2 v-v v-7" 2'-3` x-o- l Tor f 4'-5- s-V T-9• Closest that lllu centerline of Bke Rec user Hole Sde n - - 2 3 3 5 6 6 a 9 _ 00 NOT cut the Ranges. Holes W apply to either sirs ie or nr Ir 1 Ids tole me be to the canErrrlina of Y 9 P - Jo!sl 1 18 1'-2' 2'-1" 3'-t1' 4'-0" 4'-11" 5'-14" 6'-10" 7'-8" Y B 1'-1" 1'-5" 1'-9" 2'•t" 2'-5" 2'-7" 2'-a" 3'-0" 3'•4" 3'-4'- 3'-8" 4'-0 - the nearest sup ]nests in repetltwe member P� A4- 12 T a„ -11 Y-15" W-t,. 3'.7„ 5%2„ 4.-5- 4.•7,. 5'•0-, y' g" 5, 4" 6%0 conditions TD r-5 2.7" 3'-ifl 5.0" 5,2 Tit" S'6" 9'-7 y 14 SIft1n t5 2'-3" 2'-ri" 3'-6" 4'-2" 4'-10" 5'-2" 5'•5" 6'-s" 8'-a" 6'•9" 7'•4" B'-4 - - ��]_ . The antra ,web me be art out. Round H*Dlalnaefphl 2 3 4 5 e 7 8 8'0v 1a 11 12 13 14 1s 00 NOT cut tho flanges. Moles Joist 20 2•-10" T-T" 4'-s•' 5••3" C-0" 6••5• 6-10" T 7" 8'-4" a'•5'• 9'-3" 10••0 • For multoe holes. the amoun, 24 3'•5" 4'-d" 5'-4" 6'-3" T-3" T-9" 8' 2" T-2" W-1)" t0'4- 11. 1- 12'•0 of uncul web bc[woen holes I I I I Re c i d ential R n rin k 1 P r ❑ Pt n i l Rectln4t tar Hdk Sips IrI 2 3 5 B B 9 apply to edrre[ single a rnuHlple Round Htle Diameter lint 2 3 4 5 6 61A 7 a 5'I. 9 10 11 12 13 must erquHl al least lwics the foists ,n repebrive member d,ameler for largest We) of t"c- a 1'-0" 1'•1" 1'•2' 14 -2" t'•B" 1'-11• 2'•4" 2'•9- 3'•3" 3'•8" Rectangular Hdk Side 11nJ - - - - ? 3 5 $ 6 e 9 10 conditwns largest. hole >_ Z A 1'-0" 1'-7" T'�" 7'-7" t'-11" 2"-f" 2'-2" 2'-8" 2'-9" 2'-9" 3'-t" 3'�" 3'-8" 3'-1T" f2 7'-0' S'•f" 1'-2- 1'-7" 2'•3" 2'-11' 3'•6" 4'-1• 4'-10" 5'-fi" _ ry Any • For multiple holes, the amount Any 12 V-2" V-7" 2"-0" 2-5- T-11" 3'-1" T 4" T-9" 4'-1" 4'-2" C-7" 5'-1•• S-8" 5'-1t" • W.' round knockouts In Me web � Z 0 1» S°"n 16 V-0" 1'-1" 1'-31 2'•2" T.0" 3'•1a" 4'•9" T-6" 6'-6" 7-4' %Pan Residential Construction N at uncut web tw1ween holes 16" Ifs t6 V-7` 2'-1" V-a" 3'-3" 3'-10` 4'•2" 4' 6" 5' 0" 5 6" 5'•7" 6'-2" 8' 9• 7'-4" 7'-11" may be removed by using a Q 7 Residential Construction Joist Joist 20 V-11- 2'-8" T-5" W-l" C-14" T-2" 64" 6-3" W-11" t'-4" 7'4' e•-5- g•-2" T-11- short of 1 and � (•] Q (.) Stand-off Hanger for CPVC Pie Per endicular to Joists for CPVC Pie r a" 1-1' 1.7• 2'.5" 3'-g" 4'•14" 5-11" 6-ta" 6.1" 'a'•2" must uaI at least lwlr a tr,e ae pipe p p p dranleler for longest side) of the 24 2'-4" 3'•2" 14 4'•7t" - -10' 8'•3" B'-e- 7'-6" t3'-3" 8 5" 9' 3" 10'•2" 11'•4" 1T .70 hammer. I-- W W 24 v-0" i'-1" v-11• 3'-3' 4'-6" T-10•' 7'-1" 6' 3` T-9" 11'-0" Round Hde Drarnaler rail i 3 4 5 6 6h 7 j_B er14 r 9 10 11 12 13 " Holes may be posibuned volt- U � 0 CL W `CVN lgrgeSl hole _ �J -_ _. ' _ .. Residentlat Construction RaiardHoMtfiaeHsr[irrl 2 3 4 5 6 7 a Srfw 10 11 12 T3 f4 15 Reclariguix H,ae Side lin]l 2 3 3 5 6 7 8 cai11 an re in the web The Q = Rl'sidential Construction • 1'ia" ro[lfxt knodtdds !n she web 9 1 -Q" I 1'•1" 1'-2" T-2` {'•4" 6" r 8' 2'•0" 2 4" -1 . e- T-9•I 3'-1" 3. 5.. 3•.10, Y Yee IY Z Q °� Stand-off Nan er for CPVC Pipe (0pe - _ _ - _ _- gist mar be hosett with the 1 er LJ J o g rpendiclllartaJoistsforCPYC Pipe Mntutpre►IohSWalel 2 3 5 fi a 9 1a ~pi piece of by using a '2 1'-0" 1-1 .1" 1'•2.' 1-5" 2'-D" 2•-3'• 2--6" T-0" T-6" 3' 7" 4'-1" 4'-8" 5.2 S•g - krl4Cfroul hales turned either a�A � L1J � short pnere of metal pipe and l8" +� -" Z © C7 9 1'-4" 11-1' 1'•2- 1'•2" V• 3" t'-3" 1'-7" V-11` 2'3" 2--9" 3'-2' 3'-7" hamrmr A1S' Spw 16 1'•0" : F' 1' 3" 1'-"- 2'•B" 3''0,. 3 -4" 4'•1'_ 4 .a-' 4'-4- 5'•fi" 6'-3 6'-11' 7'•8" or down 0 q Inl 20 .1-0" �rx 1.8._.. 2.-5.. 3,�.. 3.-9'• 4•-2" 5--1" 5'--- 5'-0 S'-11" 7'-R" W-13" g,-7- W 0 e v! 7? 1'-0• i'-f" 1'-2- 1'-2" 1'-3" i'-9' 7-$" 2'-11" 3'-7" 4'-2• 4'-9• 5'•d" 25rJ0 - •This table was designed to 1<11< ►Illy • Hales may be positeoned 2d V-0" 1'A.. ,_10•' ' 2•-11' C-0" 4'-6" 5'-1" fi'-1" 7'-1" 7'-2 3'-3" T-4-' 1Cr'-5-' 1,'-6•, 0 Z a �� } b i. CpyC 16, �°" la 1'-0" t'-1" 1'-2" 1'•2" 1'-7" 2' S 3'-2" 3'-l0 4'-9" 5-7" 6' 4- T-2" I . - apply to the design candlllons LL " a . plfH berwp on wen. ( VertlCatry anywhere In Vim web 2a 1' 4" 1' 1" 2' 2" 3' S" 4' a` 5' 3" _ S 11" 1' 2" 8' 3" e• 5' 4_'-8" _ 10•-11„ t2.-2.. ]3'.5•• iAbles a cawh[ue i1y 4. 1' CPVC lope no blocking required , Round Hoe Dismetex in 2 3 - 4 - 5 - - 6- � 6% 7 B Bif 9 10 11 12 13 c ""a by el " -where 7'-0' f'-1" 1'-2' 1'-2" 2 C" 3'-0' 4' p" 4'-10' 5'-11" 6'-11" T-11' 8'-11" The )alai may de sat with the I 1 s_... in this pubbcabori Use lf,e 1'7' knoCkoul holes turned Rectangular Hole sla4 Ix,l - - 2 2 3 5 6 T BC CALL" software to check Henger 7 Rrsserax,rr - Hango + RC,stra,nr.r 24 1'-a" T'-V 1'•2' V-3„ 2' 5" 3•-7' ,1'4' 5•-ia- 7'.2" 8•-a" 9'$" 10'-9„ B _ 1%0" IA` 1'•2•' 1- 2- 1'•3" 1' 3" 1•-5" ,• 8" 2' a" 2' a.. 2'•a" 2' 8" 2' S1" I enher up or down _i_ . . other hale ss2as or fides under meld[,(.e:fir Ire IIIS1a11',rr•sp!,r,L1._t _... -t -... _ - - 12 1••0" 1'4' V-2` 1'-2- V-7" - 7'-10" T-l" 2'-7" T-T 3%0- 3,•fi„ 4'-0•• 4••9" s . system er tors®nt7 sr yt �! ;r r.urr, n Noldlldrl fi 2 3 4 5 6 - 7 11 6'1, 10 it 12 13 14 15 r This table was desi vied to ❑ 20- _ other design corod,bons. !l may l " P 9 an 78 t.•Q., 1:.r' 1,•2.' ,'.7•• 2'-2" 7'.6'• 2-14'• 3.-5„ 4. 0., a. 1., 4..a.I s'_a" 5'.11" 1 t hrxdalrrsm - `~ a 2 3 5 B 7 9 1Q 11 sign condiwns � I ' 1.1 ' 1.2 ' 1.1s , 2.-9" ' 1,-1" T-6" a.-s" ' 5%0` - S l" ' S-f0„ 6.8 7..5.. possVe to exceed me km � ldmar+ of NFPA 13 cr:tlnn ri NFPA' pA ' 1 rILJ$^ - r it be � - _- - - _ apply to the do 25nD 20 1'-0"tions of this table by analyzing Hwngw I Restrae+w 12 1'-0" . 1'•1" l'•2- V-2" 1 1'-5" 1',It- V-4" 2' 3" 3. 3" 3'-g" 4'•2' 4%a" I &4- 5'-T' Co,rered by tables elsewhere 24 1'-0" V-1" V-5" 2'•4" 3•-3" 3-4- 4--3- T-2" 6•-0" 6'•t" i T'-l" W-1)" 19-41" G . - - Base Cdecade r•Jasi •.....� Boise Cascade 1-Jdsl - - • . - - - - - in this publlcatsdn Use V,e BC 28 1'-0" t' 1" 1'-8" ?'-9" 3'-t4" A'-$" 4'-11" 6'-OI' T-D'I T 2" l 8' 3" 9'-4" - 10'-5' n'-v' BC CALC software pntl, She Q 8 spec application 1a. I.-16 1'4" 1•-1" 1'•2' V 4" 1'•11" 2'-7" 3'•2'• �3'-e' 4'-Si' 1 W-0" S-7- 8'•3.,.t lr-vr 7'•6" CpLC' software to cheek other RauldHalBDWrlte6rr 2 3 4 5 a t151r 7 B B'le 9 10 11 12 13 It Eve Wrrkler P1I""9 "danpar ; Rassrre,ner �' Fee sPre+khr P,Pay 6Cr, " 2D 1'-0" .•__1'-t" .v_Y ...1-e" 2: •s' 3'•3` 4"-0" 4'-e` , 5'•9" , 8'•3" 7'-0" T•9" 18'-7" 9'-4" hale sties or boles under other Hale Bide - - - - - - - - - - 2 3 5 e 9o2.D 8a 14 1-a" 1'-1" r-2' r-3' 1--3" 1,-3` r-7" T-W' r-0" 2,-4„ 1 7-15" s-V Tf Joist 24 1'-W v-1" I 1--2" 2'-0" , 2-11" 3•T0" 4'-9 5'-7" B'-7" T B" B'-5` W-;" 10'-3" 11'•2" des,gn eood!t-s. It may be _ passible to exceed the lirnila- 14 T-0" v-1- v-2 1'_2- V-Y, t'-a" 1••9" 2••3" x••a•I 2'•9" 3'•3•' 3••9" 4•-4'• 4'•10" 2B T-0" t•-1" 11•-0` r 5" x7r 4'-0• ' 5-7" ' 6•-8' 7'-9" 8--9" y-10" 11r-11"' 17-8" 13'-1" 22" span 1B 1'-0•, V-1" 1'•2" 1' 2" V-7" 1'-11" r-3• 2'_11" 3' 6" T- W-3` 4'-11" 5'-7" W-2" [ions of this table by analyzng AJS* . rauM Nnla plamerer IH j 2 3 4 Ji e 7 8 9'Ir 10 71 12 73 74 15 a specific dppl rahpn with era 2S 3D 04 22 V-0" 1%1" T-r 1' r V41" 2•-4" 2'-r T-7" 4'-3" 4'-4" 5'-2" 8'-0" fi'•9" T-7" Contact CPVC pipe manufacturer regarding installation and contact compatibility information 2e 1•,D" 11•1' 1=•2" v-4^ 7.: 2'-e" Tool, 4••3" 6'•t• s•2" 6'•1" r•1.. 8'•0•• 9'•0" Re lArtipwim Halt Side IMI - - - - - - 2 3 5 6 7 e 10 BC CAL C' software. 30 1-V 1'•1" T'-2" r•7" 2'•8" T-3" 1 3'- - 4'•T4" 5--14 _9� .10 _.11m.-..-12 T3 Ractargular Hole Side [1n1 - 2 3 4 20' 16 V-0" 1'-1" V-2" V-2" V-6" 2'-1" 2'-7" 3'-l" 3'-8" 4'-3" W-9" 5'-3" 5.14' W-4" 10 1'_0" I' 1" 1'-2" 1' 2" 1'-3" 1--3' T 3" 1"-4" 1•-5" I'-6" t'-10" 2•-2" 2'-5' 2'-to., 902.0 " 20 1•-a• 1'.1" V,?- V-3" V-11" 2'-7• 3•,3" 9•.10- 4%T S'-3" 5'-11• 6'•T' 7•-4- 8'•0- 24" 14 4" 1'-1" 1 _2 S _2" 1.3' t _3 1 _3 t _T' 2 _[7 Z_t 2_T 3_0 3.6 4_D" � 0 Joist 24 1'-0" T'-1" 1'-r 1'-0" 2-0" 3.1' 3-11" 4'-7" 5'-0" 8 4' 7-Y 7-17" 8'-9 9'-7- AJS' '8 1'-4" 1. 1" 1' 2" •' 2" V-3` V-T' V-5" 2'-1" 2'•7" 2'-8-' T-3" 3'-11" 4'•6" 5%7' J CJ Span 2arJ0 Ihlt2 i'-0" 1'•1" 1,.2,. .. 2.. 1, 3„ 1.4.. 1.-9. 2._6.. 3.-2. 3._3.. 4.-4.. 4.-S. 5.-7,. B._4:, � 28 1'•0" 1'•1" 1'•2' 1-9" 7.8" 3'..$' 4'•7" 5••5' W-6' 7••5" 8'•4' 9'•3" f0'•3" t1'•2" 25 1'-4" 1'-V. 1,•2., '--2" 1'•3'• 1'-7" 2'-l" 3'-0" 3'•9" 3'-10" 4'4' 5'-8- 6•-7" 7•-5" "" _2) 34 ,,,Y" 1'•1" 11•2•' . 2" V-4" 1'•11" 2-- 5" 34.511 4'•4" 4'-6'• 5'•5" 6'-6" 7'•7" 8'-7" � A 0) V 0 '0 >_ . .. .. , .... -rN0E L9 UJT[�* - 0to 4 0 0 m IS21 Mo W � a C]O + LLCO �'M m C~9 LU _Ja ,_'�a c�?Z�w 1=�XLU - 00 co wZ)_� I!] WW*h ► U]ZQ<� Applicationlication ..SAMMYS" FOR WOOD - Vertical Application . - SELECTION CHART -_ - > a 0. . SIDEWINDEff� FOR WOOD -Horizontal i D T r . .. r " . w o<M rva; less Ihan Application Product Seismic e 1 Ix Wood Roort"g • No pre -drilling required. i ) r • 1 R40 PART MODEL MIN APPLICATION $0x SSE ❑ a U 2'nominalvrddl I} 9 4 �'. ��i�J SIZE NtI1lA$ER THICKNESS QTr QTY ;1 1r21 Lu �O Not less than 2 nominal width No pre drilling required. l �:Ix • Quick to install using the Sammy s �+a 318" 8021957 SWIG 20 1 T;'2 Wood, Dim. Lumber, TGIIT11 Joist 25 12S LL (1-1 12") up to 3-Q' pipe; not less than Nu! Driver with an 18V cordless ;EST U Not less than 3° {2-112"y nominal width 4- � 5' pipe � • Quick to install using the Sammy �5C SE1t� ��` 3' nominal drill._10CkTt 60R1E5 •� thickness {2-17) �0 ! roar Joist ,l Nut Driver with an 18V cordless f 6 ! Minimum 2.112• from bottom [or - drlllldriver. R r , i , . ; , G .0� (depth or side wood leis[ l Saves time from traditionalSPECIFICATIONS of veAlcal member) - txanch lines Minimum 3 from bol- _ methods- tom for main fines. Exception: This • Saves time from traditional ,� � l -� � SWG 20 FOR 31$" RED Restrained Pipe Sire: Up to Schedule 40 pipe 2" orless Double Sheeirock requitement shall not apply to 2" or methods. Ceiling I ' Reduces installation costs. thicker nailing steps resting on top of Max Length of U steel beams. Structural attachment fitting for installation of Restraint Material: See Maximum Horizontal Load Tables below. PERFORMANCE TABLES a ' Reduces installation costs. branch/end of line restraint using 318" threaded • Assembled In the U.S.A. �; g Maximum Angle: 45" from horizontal 9 rod. Designed for use in wood structural member g r a F F + 1 1 1 1 1 1 r r J i l z W c? ' ' - Assembled in the U-S.A. Cl U5 Cortsult truss MwKeactireir (or with a minimum thickness of 2" (nominal 1-1/2"). Material: Carbon Steel < � Cl LEAST RADIUS OF MAXIMUM ROD LENGTH FOR Ur [fit] UJ a a .� Can be used In Composite wood joists; consult Screw Description: {SWG 20):114""-10 x 2" wood screw RESTRAINT SHAPE AND 512E NOMINAL DIAMETER AREA (in.2) a In Of � w tx p GYRATION, r (in.) [7r = 100 Ilr = 200 fir =100 Ilr = 400* a e1 0 2 manufacturer for recommended installation point. 8 I. o a ,i These fastening systems provide a secure and finish (both): flectro-zinc (cap & fastener) 0 Z © M 318in. 0.07 0.a75 0.6 1.3 1.9 2.5 7 r 0. .N ,, . 00i economical attachment to the structure. Testing: BX Report # R-1362 Rods tall thread) UJ M a a NI-�,2u1 u.- -a- 1 J2 in. 0.129 0.101 0.8 1.7 2.5 3.4 6 View our °' The SWG 20 model provide a one-piece upper Listing: UL 203 as a pipe hanger QUS a -t w a View our - _J a a 0 installation videos' structural attachment in a wide ran a of wood UL 203A pending usTFn a, installation videos! g 3J8ir1. 0.11 Q.O94 0.8 i.6 2.4 3.] s ? 17 0Youbbe YouTube thicknesses. Installation: Must be installed with #14 SW Red Nut Driver Rods {threaded at ends only] 7) E a � (Part No, 8114910) 112 in. 0.196 0.125 1.0 2.1 3.1 4.2 z � p ❑ z2arua� azF pc t9v, " w6- x ,_M8 0 � U, o �oR MW A, � A IA, -A A n n A A A A A, A A . . . • - aQ1o� > LU CL � � Yra�i-� NOTE: ADDITIONAL aPR1NKLER HEADS OVER i4tV ' IIE'TR S 1E SPECIFICALLY NOTED ON THESE ❑RAWINGS MA EGi� D DlwPl�[�Otfi� 1�41]TI . AR �[lT SSE%., C}IJG: t�.RK, HOODS ANQ OTHER SIM[LAR OB$TRuGTIONS•. FIELQ VERIFY E?�ISTING +CONQITIONS aUR1NG CONSTRUGTIDN AND PROVIDE ANY ANC) ALL,4[)CiITIGNiAL HEAC7S A QUI F 0 AGf AN[7 A COMPLETE, CODE COiNPLIANT S1rStTEM. INSTALLING CONTRACTOR SHALL COORDINATE WITH ALL JOB SITE CONDITIONS PRIOR TO BID, FABRICATION AND INSTALLATION. a U- W W a z F- U L? i d LL LL I N I V1 I 0 N N N N 00 0 O 47 d' O N Q FDC Flow Data Static Pressure 175.00 Residual Pressure: 174.00 Flow 2SO.60 FREE STANDING FDC - FIRE HYDRANT ti 01 tR 11�� t I A 'k 12W-O" 69%5'/z ' 13 N C_F C_E C_D CC BUILDING STANDPIPE HYDRAULIC REFERENCE PLAN ' SCALE: 1 f8" = 1'-0" 0' 4' 8' 16' I I C"• i Y �Q I 9.9 1 •11 179' _ V. 0. _ A ACT41 _ LEVEL 01 ACT-W CP-1 LEVEL41 A8V- LEVEL 01 RC7 51 ASs!- C7 - aox cols. 2 HR RATED FIRE WALL ABV. LEVEL SEAL PENETRATIONS S:RJS. •(� CP-1 ABV.LEVEL 01 III � DRILL 3" HOLE � 1G wn r f� i MATCHLINE FP3 MATCHLINE FP4 Lo MATCHLINE FP3 MATCHLINE FP4 A\ V J E J 0 aE 0 � W a) `; @) /-� 000 1__I p Lo E -00W � w Co.-W L � L' O J Z H � a OOQ W r T CL ZCO CW XLU uwj > U-1 °I•, UH�Nd ¢ W LU W U �U 0)zpma 7 H�U LU III LL H d F cr�:U a w m m NOTE: ADDITIONAL SPRINKLER HEADS OVER AND�VE TR06E SPECIFICALLY NOTED ON THESE DRAWINGS MAY-8`E-'k1EQwEQ INSTALLING CONTRACTOR SHALL COORDINATE WITRALL JOB SITE CONDITIONS PRIOR TO BID, FABRICATION AND INSTALLATION. DTRUSSES, HV`AQDUCjW0RK, HOODSAND OTHER SIMILAR OBSTRUCTIONS. FIELD VERIFY EXISTING CONDITIONS DURING CONSTRUCTION AND PROVIDE ANY AND ALL ADDITIONAL HEADS E AND A COMPLETE, CODE COMPLIANT SYSTEM. 1\ IIVJ IWLLIIVV IJVIV I RWIi IVR JrlMLL I,VVRUIIV/AI C VVI in F1LL JVD JI I r- IiVIV UI I IVIV) rr%I%JR I V DIU, rMDRIt-MI IVIV MIVU IIVJ IMLLNI IVIV. Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 1 CC MEETING ROOM A OFFICE Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1529.9ft2) 225ft2 Pendent 12 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 392.38 @ 66.39 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 21.04 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 1 CC MEE_ 4/7/2022 2:44:25PM Page 1 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 100 Water Supply Summary Sheet 90 Static Pressure 89.00 Node: 1 I I 392.38 @ 87.43 80 1375.00 @ 73.00 70 292.38 @ 66.39 i 392.38 with Hose Allowance at Source 60 .N a 50 a� a` 40 System demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:44:27PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 I I 92.38 @ 87.43 80 1375.00 @ 73.00 70 292.38 @ 61.79 i 60 392.38 with Hose Allowance at Source (n Q 50 N N a` 40 System demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:44:27PM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Liqht Hazard (RMA 1 CC MEETING ROOM A) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 1101 27.33 22.50 5.6 23.83 Sprinkler 1102 26.16 22.50 5.6 21.82 Sprinkler 1103 25.32 22.50 5.6 20.44 Sprinkler 1104 25.15 22.50 5.6 20.17 Sprinkler 1105 23.83 22.50 5.6 18.11 Sprinkler 1106 25.11 22.50 5.6 20.10 Sprinkler 1107 22.89 22.50 5.6 16.71 Sprinkler 1108 22.61 22.50 5.6 16.31 Sprinkler 1109 25.01 22.50 5.6 19.94 Sprinkler 1110 23.70 22.50 5.6 17.91 Sprinkler 1111 22.77 22.50 5.6 16.54 b Sprinkler 1112 22.50 22.50 5.6 16.14 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:44:28PM Page 4 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 87.43 392.38 66.39 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 6'-0" Supply 66.39 292.38 1101 12'-0'/z' Sprinkler 23.83 27.33 1102 12'-0'/2' Sprinkler 21.82 26.16 1103 13'-11" Sprinkler 20.44 25.32 1104 11'-7" Sprinkler 20.17 25.15 1105 11'-7" Sprinkler 18.11 23.83 1106 13'-11" Sprinkler 20.10 25.11 1107 11'-7" Sprinkler 16.71 22.89 1108 11'-7" Sprinkler 16.31 22.61 1109 11'-7" Sprinkler 19.94 25.01 1110 11'-7" Sprinkler 17.91 23.70 1111 11'-7" Sprinkler 16.54 22.77 1112 11'-7" Sprinkler 16.14 22.50 2 -3'-0" 70.18 3 -3'-0" 70.16 6 5'-7'/i' 61.79 102 1'-0" 64.62 109 13'-7" 57.68 112 13'-7" 57.66 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:44:31 PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 119 13'-7" 57.65 123 13'-7" 56.22 124 13'-7" 57.58 125 13'-7" 55.86 127 13'-7" 55.30 128 13'-7" 57.65 129 13'-7" 57.65 137 13'-7" 57.65 139 13'-7" 57.64 146 13'-7" 57.49 159 13'-7" 57.64 166 13'-7" 57.64 177 13'-7" 57.35 179 13'-7" 57.37 182 13'-7" 57.39 186 13'-7" 57.41 187 13'-7" 57.40 188 13'-7" 57.33 193 13'-7" 57.33 194 26-3'/z" 51.91 195 26-3'/z" 51.91 196 13'-7" 57.41 199 26-3'/2" 51.91 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:44:31 PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 200 26'-3'/2' 51.91 202 13'-7" 57.42 203 26-3'/z' 51.91 205 13'-7" 57.42 206 26-3'/z' 51.91 207 13'-7" 57.42 208 25'-6'/i' 52.24 209 19'-8" 54.78 210 13'-7" 57.42 211 13'-7" 57.43 212 13'-7" 57.43 236 13'-9" 27.01 240 13'-9" 26.68 242 13'-9" 24.38 243 13'-9" 26.57 247 14'-8" 21.30 248 14'-8" 20.94 249 12'4" 22.07 250 12'-4" 26.15 252 12'-4" 19.35 256 12'4" 26.04 258 12'-4" 22.00 259 12'-4" 17.84 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:44:31 PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 260 12'-4" 17.40 261 12'-4" 19.30 270 12'-4" 17.81 273 12'-4" 17.37 281 26-4'/z' 51.88 283 19'-6" 54.85 284 19'-6" 54.85 287 26-4'/z" 51.88 288 26'-4'/2' 51.88 289 26-4'/z' 51.88 290 26-4'/z' 51.88 294 26'-4'/z' 51.88 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:44:31 PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 1112 11'-7" 5.6 22.50 1 (See Notes) 2'-7" 120 16.14 ••••• Route 1••••• Sprinkler, E(2'-0"), PO(5'-0") T-0" 0.161813 -0.32 273 12'-4" 22.50 1.0490 9'_7" 1.55 273 12'4" 1'/4 11'-6'/2' 120 17.37 0.037284 270 12'-4" 22.50 1.4180 0.43 270 12'-4" 22.77 1'/4 11'-0" 120 17.81 Flow (q) from Route 3 0.135929 261 12'-4" 45.27 1.4180 11'-0" 1.50 261 12'4" 23.70 1'/4 9'-1'/2' 120 19.30 Flow (q) from Route 5 0.296194 258 12'-4" 68.98 1.4180 9'-1 %2' 2.70 258 12'4" 25.01 1'/4 (See Notes) 0'-10" 120 22.00 Flow (q) from Route 7 P0(6-10") 6'-10" 0.524984 256 12'-4" 93.98 1.4180 7 8 4.04 256 12'4" 3 12'-3" 120 26.04 0.009108 250 12'-4" 93.98 3.2600 12'-3" 0.11 250 12'-4" 94.49 3 (See Notes) 14'-7" 120 26.15 Flow (q) from Route 2 2fE(6'-8'/2'), fEE(3'-6") 16-11 " 0.032998 -0.61 243 13'-9" 188.47 3.2600 31'-6" 1.04 243 13'-9" 76.58 3 T-0" 120 26.57 Flow (q) from Route 8 0.062006 236 13'-9" 265.05 3.2600 7'-0" 0.44 236 13'-9" 27.33 3 (See Notes) 207'-9'/2' 120 27.01 Flow (q) from Route 12 3fEE(3'-6"), 18fE(6-8'/2'), 2PO( 20'-2") 171'-9" 0.074352 0.07 127 13'-7" 292.38 3.2600 379'-6%2 28.22 127 13'-7" 3 8'-6" 120 55.30 0.066166 125 13'-7" 274.52 3.2600 8'-6" 0.56 125 13'-7" 3 6-0'/2' 120 55.86 0.059633 123 13'-7" 259.52 3.2600 6'-0'/2' 0.36 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 9 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 123 13'-7" 3 (See Notes) 4'-111/2" 120 56.22 PO(20'-2") 20'-2" 0.054104 124 13'-7" 246.22 3.2600 25'-1'/2' 1.36 124 13'-7" 4 6-91/2' 120 57.58 0.014702 109 13'-7" 246.22 4.2600 0.10 109 13' 7" 46.16 4 (See Notes) 24'-0" 120 57.68 Flow (q) from Route 13 fE(8'-111/2'), CC 8'-111/2" 0.020204 3.44 6 5'-7'/2' 292.38 4.2600 32'-11'/2' 0.67 6 5'-71/2' 4 (See Notes) T-8" 120 61.79 2f(-0.00), CV(28'-11'/2'), BV(8'- 36'-11'/2" 0.020204 2.01 102 1'-0" 292.38 4.2600 0.82 102 1'-0" 4 (See Notes) 113'-6'/2" 150 64.62 3E(15'-1"), 4EE(6-01/2'), PIV(3' -0"), T(30'-21/2') 102'-8" 0.017605 1.73 3 -3-0" 292.38 4.0260 216'-3" 3.81 3 -3'-0" 12 (See Notes) 69'-51/2' 150 70.16 T(69'-71/2') 69'-71/2' 0.000115 2 4-0" 292.38 11.3100 " 139'-1 0.02 2 -3-0" 6 (See Notes) 18' 6" 150 70.18 GV(T-10'/2'), E(18'-2"), S 22'-1" 0.002783 -3.90 1 6'-0" 292.38 5.8800 40'-7" 0.11 100.00 66.39 Hose Allowance At Source Total(Pt) Route 1 1 392.38 1108 11'-7" 5.6 22.61 1 (See Notes) 1'-8" 120 16.31 ••••• Route 2••••• Sprinkler, E(2'-0"), PO(5'-0") T-0" 0.163323 -0.32 260 12'-4" 22.61 1.0490 8'_8" 1.41 260 12'-4" 11/4 1V-61/2' 120 17.40 0.037632 259 12'-4" 22.61 1.4180 11'-6'/2' 0.43 259 12'-4" 22.89 11/4 11'-0" 120 17.84 Flow (q) from Route 4 0.137208 252 12'-4" 45.50 1.4180 11'-0" 1.51 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 10 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 252 12'4" 23.83 1'/4 9'-1'/2' 120 19.35 Flow (q) from Route 6 0.299041 249 12'-4" 69.33 1.4180 9'-1'/2' 2.73 249 12'4" 25.15 1'/4 (See Notes)Flow 0'-10" 120 22.07 (q) from Route 9 P0(6-10") '-10 0.530168 250 12'-4" 94.49 1.4180 �T-8"" 4.08 26.15 Total(Pt) Route 2 1111 11'-7" 5.6 22.77 1 (See Notes) 2'-7" 120 16.54 ••••• Route 3••••• Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.165479 -0.32 270 12'4" 22.77 1.0490 9'-7" 1.58 17.81 Total(Pt) Route 3 1107 11'-7" 5.6 22.89 1 (See Notes) 1'-7'/2' 120 16.71 ••••• Route 4••••• Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.167050 -0.32 259 12'-4" 22.89 1.0490 8 8 1.44 17.84 Total(Pt) Route 4 1110 11'-7" 5.6 23.70 1 (See Notes) 2'-7" 120 17.91 ••••• Route 5••••• Sprinkler, E(2'-0"), PO(5'-0") T-0" 0.178160 -0.32 261 12'-4" 23.70 1.0490 9'_7" 1.70 19.30 Total(Pt) Route 5 1105 11'-7" 5.6 23.83 1 (See Notes) 1'-7'/2' 120 18.11 ••••• Route 6••••• Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.179941 -0.32 252 12'-4" 23.83 1.0490 8'-8" 1.56 19.35 Total(Pt) Route 6 1109 11'-7" 5.6 25.01 1 (See Notes) 3'-1" 120 19.94 ..... Route 7 Sprinkler, 2E(2'-0"), PO(5'-0") 9'-0" 0.196770 -0.32 258 12'-4" 25.01 1.0490 12'-1 " 2.37 22.00 Total(Pt) Route 7 1106 13'-11" 5.6 25.11 1 (See Notes) N 1'-3" 150 20.10 ••••• Route 8••••• Sprinkler, E(5-0"), T(5-0") 10'-0" 0.103618 -0.33 248 14'-8" 25.11 1.1010 11'-3" 1.17 248 14'-8" 1'/4 10'-10'/2" 150 20.94 0.032838 247 14'-8" 25.11 1.3940 10'-10'/2' 0.36 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 11 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 247 14'-8" 25.32 1'/4 (See 10'-6" 150 21.30 Flow (q) from Route 10 12'-0" 0.40 Notes) 242 13'-9" 50.42 1.3940 0.119302 E(6'-0"), T(6'-0") 22'-6" 2.69 242 13'-9" 26.16 1'/4 (See 2'-6" 150 24.38 Flow (q) from Route 11 6'-0" -0.00 Notes) 243 13'-9" 76.58 1.3940 0.258459 PO(6'-0") 8 6 2.20 26.57 Total(Pt) Route 8 1104 11'-7" 5.6 25.15 1 (See 2'-1'/2" 120 20.17 ••••• Route 9••••• Sprinkler, 9'-0" -0.32 Notes) 249 12'-4" 25.15 1.0490 0.198857 2E(2'-0"), PO(5'-0") 11'-1'/2' 2.22 22.07 Total(Pt) Route 9 1103 13'-11" 5.6 25.32 1 (See 1'-3" 150 20.44 ••••• Route 10••••• Sprinkler, 10'-0" -0.33 Notes) 247 14'-8" 25.32 1.1010 0.105231 E(5'-0"), T(5-0") 11'-3" 1.18 21.30 Total(Pt) Route 10 1102 12'-0'/z' 5.6 26.16 1 (See 3'-5'/2' 120 21.82 ••••• Route 11••••• Sprinkler, 12'-0" -0.74 Notes) 242 13'-9" 26.16 1.0490 0.213783 2T(5'-0"), E(2'-0") 15-5'/2' 3.30 24.38 Total(Pt) Route 11 1101 12'-0'/2' 5.6 27.33 1 (See 3'-6" 120 23.83 ••••• Route 12••••• Sprinkler, 12'-0" -0.74 Notes) 240 13'-9" 27.33 1.0490 0.231954 2T(5'-0"), E(2'-0") 15-6" 3.60 240 13'-9" 1'/4 (See 2'-6" 150 26.68 6'-0" -0.00 Notes) 236 13'-9" 27.33 1.3940 0.038436 PO(6'-0") 8 6„ 0.33 27.01 Total(Pt) Route 12 7'-5'/2' 120 57.35 ••••• Route 13••••• 177 13'-7" 32.87 + 13.30 3 Flow (q) from Route 22 and 25 179 13'-7" 46.16 3.2600 0.002445 7'-5 /2' 0.02 179 13'-7" 3 10'-8" 120 57.37 0.001888 182 13'-7" 40.14 3.2600 10'-8" 0.02 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 12 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 182 13' 7" 1'/4 (See Notes) 72'-11" 120 57.39 PO(6-10") 4E(3'-5"), PO(6'-10") 27'-41/z' 0.002674 119 13'-7" 5.42 1.4180 100'-4" 0.27 119 13'-7" 34.73 4 T-3" 120 57.65 Flow (q) from Route 14 0.000513 112 13'-7" 40.14 4.2600 0.00 112 13' 7" 6.02 4 (See Notes) 5'-11'/z" 120 57.66 Flow (q) from Route 38 PO(26'-4") 26'-4" 0.000664 109 13'-7" 46.16 4.2600 32'-3'/z' 0.02 57.68 Total(Pt) Route 13 283 19'-6" 0.41 + 0.07 2'/z (See Notes) 6'-8" 120 54.85 ..... Route 14 Flow (q) from Route 15 and 32 PO(16-5'/2') 16-5'/2" 0.000002 284 19'-6" 0.49 2.6350 23'-2" 0.00 284 19'-6" 1'/4 (See Notes) 130'-5" 120 54.85 6E(2'-4/2'), PO(6'-10") 21'-1'/z' 0.000031 2.57 210 13'-7" 0.49 1.4180 151'-6'/2' 0.00 210 13'-7" 10.29 3 (See Notes) 4'-8" 120 57.42 Flow (q) from Route 31 PO(20'-2") 20'-2" 0.000166 211 13'-7" 10.78 3.2600 24'-10" 0.00 211 13'-7" 1'/4 (See Notes) 73'-10'/2' 120 57.43 Z, P0(6-10") 6'-10" 0.002672 159 13'-7" 5.41 1.4180 80'-8/2' 0.22 159 13'-7" 5.37 4 10'-11" 120 57.64 Flow (q) from Route 21 0.000045 139 13'-7" 10.78 4.2600 10'-11 " 0.00 139 13'-7" 5.48 4 10'-9" 120 57.64 Flow (q) from Route 34 0.000096 137 13'-7" 16.26 4.2600 0.00 137 13'-7" 7.24 4 12'-3" 120 57.65 Flow (q) from Route 19 0.000190 129 13'-7" 23.50 4.2600 12'-3" 0.00 129 13'-7" 5.67 4 6'-3" 120 57.65 Flow (q) from Route 18 0.000284 128 13'-7" 29.17 4.2600 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 13 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 128 13'-7" 5.56 4 12'-2" 120 57.65 Flow (q) from Route 20 0.000392 119 13'-7" 34.73 4.2600 12'-2" 0.00 57.65 Total(Pt) Route 14 288 26-4'/z' 0.06 + 0.06 2'/z 11'-10'/z" 120 51.88 ••••• Route 15••••• Flow (q) from Route 16 and 36 0.000000 281 26'-4'/z' 0.11 2.6350 11'-10'/z' 0.00 281 26'-4/2' 0.06 21/2 11'-9'/i' 120 51.88 Flow (q) from Route 17 0.000000 289 26'-4'/z' 0.17 2.6350 11'-9'/i' 0.00 289 26-4'/z' 0.06 2'/z 11'-8'/i' 120 51.88 Flow (q) from Route 35 0.000000 290 26'-4'/z' 0.22 2.6350 11'-8'/i' 0.00 290 26'-4/2' 0.06 21/2 12'-5/2' 120 51.88 Flow (q) from Route 37 0.000001 294 26'-4'/z' 0.28 2.6350 12'-5'/2' 0.00 294 26-4'/z' 0.06 21/2 10'-8" 120 51.88 Flow (q) from Route 33 0.000001 298 26'-4'/z' 0.35 2.63501 0.00 298 26-4'/z' 0.07 2'/z (See Notes) 16-21/2" 120 51.88 Flow (q) from Route 28 2fE(5'-10'/2'), PO(16'-5'/z') 28'-3" 0.000001 2.97 283 19'-6" 0.41 2.6350 44'-5'/z' 0.00 54.85 Total(Pt) Route 15 206 26' 3'/2' 0.35 3 12'-5'/i' 120 51.91 ••••• Route 16••••• Flow (q) from Route 27 0.000000 203 26'-3'/z' 0.28 3.2600 12'-5% 0.00 203 26'-3'/2' 3 11'-8'/z' 120 51.91 0.000000 199 26'-3'/z' 0.22 3.2600 11'-8 /z 0.00 199 26'-3'/2' 3 11'-9'/z' 120 51.91 0.000000 194 26'-3'/z' 0.17 3.2600 rl-9 /z 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 14 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 194 26-3'/z' 3 (See Notes) 11'-10'/z" 120 51.91 PO(20'-2") 20'-2" 0.000000 195 26-3'/2' 0.11 3.2600 32'-0'/z' 0.00 195 26'-3'/z' 3 (See Notes) 12'-8'/z' 120 51.91 PO(20' 2") PO(20'-2") 40'-4" 0.000000 200 26'-3'/i' 0.06 3.2600 0.00 200 26'-3'/z' 1'/4 (See Notes) 129'-9" 120 51.91 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.000001 -0.03 287 26'-4/i' 0.06 1.4180 141'-4'/2' 0.00 287 26'-4'/2' 2'/2 12'-8'/z' 120 51.88 0.000000 288 26'-4'/i' 0.06 2.6350 12'-8'/z' 0.00 51.88 Total(Pt) Route 16 194 26-3'/z' 1'/4 (See Notes) 130'-3" 120 51.91 ••••• Route 17••••• 2E(2'-4/2'), P0(6-10") 18'-5/2' 0.000001 -0.03 281 26'-4 /i' 0.06 1.4180 148'-8'/2' 0.00 51.88 Total(Pt) Route 17 182 13'-7" 5.42 3 91-91, 120 57.39 ..... Route 18 Flow (q) from Route 13 0.001444 187 13'-7" 34.73 3.2600 9'-9" 0.01 187 13'-7" 3 8'-3" 120 57.40 0.001046 186 13'-7" 29.17 3.2600 0.01 186 13'-7" 1'/4 (See Notes) 68'-4" 120 57.41 P0(6-10") 13'-8'/2" 0.002913 129 13'-7" 5.67 1.4180 82'-0'/i' 0.24 57.65 Total(Pt) Route 18 146 13' 7" 3.60 + 3.64 1'/4 (See Notes) 26'-7%" 120 57.49 ..... Route 19 Flow (q) from Route 29 and 30 P0(6-10") 6'-10" 0.004573 137 13'-7" 7.24 1.4180 33'-6" 0.15 57.65 Total(Pt) Route 19 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 15 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 187 13'-7" 1'/4 (See Notes) 70'-4" 120 57.40 • • • • • Route 20 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.002809 128 13'-7" 5.56 1.4180 88'-9'/z' 0.25 57.65 Total(Pt) Route 20 166 13'-7" 5.37 4 9'-2'/2' 120 57.64 ••••• Route 21••••• Flow (q) from Route 26 0.000012 159 13'-7" 5.37 4.2600 9'-2'/2' 0.00 57.64 Total(Pt) Route 21 193 13'-7" 17.87 3 8'-4'/z' 120 57.33 ••••• Route 22••••• Flow (q) from Route 23 0.000422 188 13'-7" 17.87 3.2600 8'-4'/z' 0.00 188 13'-7" 15.00 3 10'-1'/2" 120 57.33 Flow (q) from Route 24 0.001304 177 13'-7" 32.87 3.2600 10'-1'/i' 0.01 57.35 Total(Pt) Route 22 127 13'-7" 1'/4 (See Notes) 65-0'/z' 120 55.30 ..... Route 23 P0(6-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.024335 193 13'-7" 17.87 1.4180 83'-6" 2.03 57.33 Total(Pt) Route 23 125 13'-7" 1'/4 (See Notes) 65-2'/2' 120 55.86 ..... Route 24 P0(6-10") 2E(2'-4'/i'), PO(6'-10") 18'-5'/2' 0.017612 188 13'-7" 15.00 1.4180 g3'-7'/2' 1.47 57.33 Total(Pt) Route 24 123 13'-7" 1'/4 (See Notes) 61'-6'/z' 120 56.22 ••••• Route 25••••• 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.014090 0.00 177 13'-7" 13.30 1.4180 g0'-0" 1.13 57.35 Total(Pt) Route 25 211 13'-7" 3 (See Notes) 9'-2'/2' 120 57.43 ••••• Route 26••••• PO(20' 2") PO(20'-2") 40'-4" 0.000046 212 13'-7" 5.37 3.2600 49'-6'/z' 0.00 212 13'-7" 1'/4 (See Notes) I 74'-3" 120 57.43 P0(6-10") 6'-10" 0.002630 166 13'-7" 5.37 1.4180 I r 81'-1'/2" 0.21 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 16 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 57.64 I Total(Pt) Route 26 209 19'-8" 3 5'-10'/2" 120 54.78 ••••• Route 27••••• 0.000000 -2.55 208 25-6'/2' 0.41 3.2600 5'-10'/2' 0.00 208 25-6'/2' 3 (See Notes) 10'-2" 120 52.24 fE(6'-8'/2') 6-8'/2' 0.000000 -0.33 206 26'-3'/2' 0.35 3.2600 16'-10'/2' 0.00 51.91 Total(Pt) Route 27 208 25-6'/2' 1'/4 (See Notes) 131'-2'/2' 120 52.24 ..... Route 28 PO(6'-10") 3E(2'-4'/2'), P0(6-10") 20'-10" 0.000001 -0.35 298 26'-4'/2' 0.07 1.4180 152'-0/z 0.00 51.88 Total(Pt) Route 28 186 13'-7" 5.67 3 6'-0" 120 57.41 ..... Route 29 Flow (q) from Route 18 0.000701 196 13'-7" 23.50 3.2600 6'-0" 0.00 196 13'-7" 1'/4 (See Notes) 47'-11'/2" 120 57.41 PO(6' 10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.001255 146 13'-7" 3.60 1.4180 63'-2'/2' 0.08 57.49 Total(Pt) Route 29 196 13'-7" 3.60 3 8'-0" 120 57.41 ..... Route 30 Flow (q) from Route 29 0.000515 202 13'-7" 19.90 3.2600 8'-0" 0.00 202 13'-7" 1'/4 (See Notes) 43'-5'/2' 120 57.42 E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.001281 146 13' 7" 3.64 1.4180 r58'-8V2'.-1 0.08 57.49 Total(Pt) Route 30 202 13' 7" 3.64 3 5'-11'/2' 120 57.42 ..... Route 31 Flow (q) from Route 30 0.000355 205 13'-7" 16.26 3.2600 5'-11'/2' 0.00 205 13'-7" 3 T-0'/2' 120 57.42 0.000335 207 13'-7" 15.77 3.2600 3'-0'/2' 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 17 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 207 IT-73 (See Notes) 12'-2" 120 57.42 2fE(6-8'/2') 13'-5'/z' 0.000152 210 13'-7" 10.29 3.2600 25'-7" 0.00 57.42 Total(Pt) Route 31 205 13'-7" 3 (See Notes) 12'-0" 120 57.42 ..... Route 32 fT(17'-5'/2') fE(6'-8'/z') 24'-2'/z' 0.000001 -2.64 209 19'-8" 0.49 3.2600 36'-2'/z' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 54.78 11 E(2'-4'/z'), PO(6'-10") 39'-10'/2" 0.000001 0.07 283 19'-6" 0.07 1.4180 173'-1 " 0.00 54.85 Total(Pt) Route 32 206 26'-3'/2' 0.35 1'/4 (See Notes 129'-9" 120 51.91 ..... Route 33 PO(6'-10"), Flow (q) from Route 27 2E(2'-4'/z'), P0(6-10") 18'-5'/i' 0.000001 -0.03 294 26'-4/2' 0.06 1.4180 148'-2/z 0.00 51.88 Total(Pt) Route 33 207 13'-7" 1'/4 (See Notes) 68'-4" 120 57.42'/2 Route 3..... P ") P0(6-10") 1 T-8" 0.002732 139 13'-7" 5.48 1.4180 82'-0'/z' 0.22 57.64 Total(Pt) Route 34 199 26'-3'/2' 1'/4 (See Notes) 130'-3" 120 51.91 ..... Route 35 2E(2'-4'/i'), PO(6'-10") 18'-5'/2' 0.000001 -0.03 289 26'-4/z' 0.06 1.4180 148'-8'/2' 0.00 51.88 Total(Pt) Route 35 195 26'-3'/i' 0.06 1'/4 (See Notes) 130'-3" 120 51.91 ..... Route 36 Flow (q) from Route 16 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.000001 -0.03 288 26'-4/z' 0.06 1.4180 141'-10'/z' 0.00 51.88 Total(Pt) Route 36 203 26'-3'/i' 1'/4 (See Notes) 129'-10" 120 51.91 ••••• Route 37••••• PO(6'-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.000001 -0.03 290 26'-4/2' 0.06 1.4180 148'-3'/2' 0.00 51.88 Total(Pt) Route 37 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 18 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 179 13' 7" 1'/< (See 71'-4" 120 57.37 .....PO(6 e10') 18'-5'/z' Notes) 112 13'-7" 6.02 1.4180 0.003254 2E(2'-4'/z'), PO(6'-10") 89'-9'/z , 0 29 57.66 Total(Pt) Route 38 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 19 Job Name: Project Montage Remote Area Number: RMA 1 CC MEETING ROOM A Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 1A 1 CC MEETING ROOK 4/7/2022 2:44:33PM Page 20 Mffi Flow Diagram (Current View) I Job Number: 22-076 usaua M Report Description: Light Hazard (IRMA 1 CC MEETING ROOM A I 1 O ®1 I 1 I I 1 I I 1 I I h I I I I I I I I I I 1 � � I n , Fj�, I I ® ® I o 1 P v 0 Clio 0 cp Dr n In On [11 bnIDn < o U � o D U 0 o n Up Dn ww _ I 1 Dn 1)h o c- -b -'a i r-- s- a o p I o r I < < < < < o o p P P P L P 1p I - - - 0 0 0 rL, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 2:44:37PM Page 21 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 2 CC PRE -FUNCTION CC Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1619.6ft2) 156ft2 Pendent 12 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 302.25 @ 37.15 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 50.88 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 2 CC PRE- 4/7/2022 2:46:12PM Page 1 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA2 CC PRE -FUNCTION Date: 4/7/2022 100 Water Supply Summary Sheet 90 Static Pressure 89.00 Node: 1 02.25 @ 88.03 80 1375.00 @ 73.00 70 60 .N a 3 50 0 d a 40 202.25 @ 37.15 i 302.25 with Hose Allowance at Source 30 S stem demand curve 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:46:14PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA2 CC PRE -FUNCTION Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 i 02.25 @ 88.03 80 1375.00 @ 73.00 70 60 .N a 3 50 N N d 40 202.25 @ 34.90 i 302.25 with Hose Allowance at Source 30 S stem demand curve 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:46:14PM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Liqht Hazard (RMA2 CC PRE -FUNCTION) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi 4 Sprinkler 1701 15.60 15.60 5.6 7.76 Sprinkler 1702 15.79 15.60 5.6 7.95 Sprinkler 1703 16.46 15.60 5.6 8.64 Sprinkler 1704 16.26 15.60 5.6 8.43 Sprinkler 1705 16.47 15.60 5.6 8.65 Sprinkler 1706 17.22 15.60 5.6 9.46 Sprinkler 1707 15.62 15.60 5.6 7.78 Sprinkler 1708 15.83 15.60 5.6 7.99 Sprinkler 1709 16.56 15.60 5.6 8.74 Sprinkler 1710 18.79 15.60 5.6 11.26 Sprinkler 1711 18.80 15.60 5.6 11.28 Sprinkler 1712 18.84 15.60 5.6 11.32 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:46:15PM Page 4 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 88.03 302.25 37.15 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 208 25'-6'/i' 25.81 209 19'-8" 28.35 210 13'-7" 30.99 211 13'-7" 30.99 212 13'-7" 31.00 213 19'-5" 8.16 214 19'-5" 8.38 215 19'-5" 9.19 216 12'-4" 18.06 217 19'-5" 8.59 219 19'-5" 8.83 222 19'-5" 9.70 223 19'-5" 8.23 224 19'-5" 8.45 228 13'-9" 16.59 229 19'-5" 13.41 230 19'-5" 9.26 233 13'-9" 16.50 234 19'-5" 13.43 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:46:18PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 235 19'-5" 13.48 241 13'-9" 16.47 281 26-4'/z' 25.45 283 19'-6" 28.42 284 19'-6" 28.42 287 26-4'/z' 25.45 288 26-4'/i' 25.45 289 26-4'/z' 25.45 290 26'-4'/2' 25.45 294 26-4'/z' 25.45 1 6'-0" Supply 37.15 202.25 1701 16'-11'/2" Sprinkler 7.76 15.60 1702 16'-11'/2" Sprinkler 7.95 15.79 1703 16-11'/2' Sprinkler 8.64 16.46 1704 17'-11'/2" Sprinkler 8.43 16.26 1705 17'-11'/2" Sprinkler 8.65 16.47 1706 17'-11'/2" Sprinkler 9.46 17.22 1707 18'-11'/2" Sprinkler 7.78 15.62 1708 18'-11'/2" Sprinkler 7.99 15.83 1709 18'-11'/2" Sprinkler 8.74 16.56 1710 19'-11'/2" Sprinkler 11.26 18.79 1711 19'-11'/2' Sprinkler 11.28 18.80 1712 19'-11'/2" Sprinkler 11.32 18.84 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:46:18PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 2 -3'-0" 41.00 3 -3'-0" 40.99 6 5'-7'/z' 34.90 102 1'-0" 37.33 109 13'-7" 31.12 112 13-7" 31.11 119 13'-7" 31.11 123 13'-7" 30.38 124 13'-7" 31.07 125 13'-7" 30.20 127 13'-7" 29.92 128 13'-7" 31.11 129 13'-7" 31.11 137 13-7" 31.10 139 13'-7" 31.10 146 13'-7" 31.03 159 13-7" 31.10 166 13'-7" 31.10 177 13-7" 30.95 179 13'-7" 30.96 182 13'-7" 30.97 186 13-7" 30.98 187 13'-7" 30.98 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:46:18PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 188 13'-7" 30.95 193 13'-7" 30.95 194 26-3'/z' 25.48 195 26-3'/z' 25.48 196 13'-7" 30.99 199 26-3'/z' 25.48 200 26-3'/i' 25.48 202 13'-7" 30.99 203 26'-3'/2' 25.48 205 13'-7" 30.99 206 26-3'/z' 25.48 207 13'-7" 30.99 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:46:18PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 1701 16'-11'/z" 5.6 15.60 1 (See Notes) 6'-0" 120 7.76 •••••Route1••••• Sprinkler, T(5'-0"), E(2'-0"), PO(5'-0") 12'-0" 0.082178 -1.07 213 19'-5" 15.60 1.0490 18'-0" 1.48 213 19'-5" 1'/4 1V-8'/z' 120 8.16 0.018935 214 19'-5" 15.60 1.4180 11'-8'/z' 0.22 214 19'-5" 15.79 1'/4 1V-8'/z' 120 8.38 Flow (q) from Route 3 0.069026 215 19'-5" 31.39 1.4180 11'-8'/z' 0.81 215 19'-5" 16.46 1'/4 (See Notes) 19'-9" 120 9.19 Flow (q) from Route 6 5E(2'-4/2'), P0(6-10") 18'-9" 0.150559 3.07 216 12'-4" 47.85 1.4180 38'-5'/z' 5.79 216 12'-4" 154.41 3 (See Notes) 175'-1" 120 18.06 Flow (q) from Route 2 16fE(6'-8'/z'), 2PO(20'-2"), 2fE E(T-6") 154'-10" 0.037600 -0.54 127 13'-7" 202.25 3.2600 329'-101/2 12.40 127 13'-7" 3 8'-6" 120 29.92 0.033460 125 13'-7" 189.89 3.2600 0.28 125 13'-7" 3 6-0'/2' 120 30.20 0.030157 123 13'-7" 179.52 3.2600 6'-0'/2' 0.18 123 13'-7" 3 (See Notes) 4'-11'/2" 120 30.38 PO(20'-2") 20'-2" 0.027361 124 13'-7" 170.32 3.2600 25-1'/2' 0.69 124 13'-7" 4 6-9'/2' 120 31.07 0.007435 109 13'-7" 170.32 4.2600 6'-9'/2' 0.05 109 13' 7" 31.93 4 (See Notes) 24'-0" 120 31.12 Flow (q) from Route 13 fE(8'-11'/2'), CC 8'-11'/2" 0.010217 3.44 6 5-7'/2' 202.25 4.2600 32'-11'/z' 0.34 6 5'-7/2' 4 (See Notes) T-8" 120 34.90 2f(-0.00), CV(28'-11'/2'), BV(8'- 0") 36-11'/z' 0.010217 2.01 102 1'-0" 202.25 4.2600 40'-7'/2' 0.41 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 9 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 1'-0" 4 (See Notes) 113'-6'/2" 150 37.33 3E(15'-1"), 4EE(6-0'/2"), PIV(3' -0"), T(30'-21/2') 102'-8" 0.008903 1.73 3 -3-0" 202.25 4.0260 216'-3" 1.93 3 4-0" 12 (See Notes) 69'-51/2' 150 40.99 T(69'-7'/2') 69'-71/2" 0.000058 2 -3'-0" 202.25 11.3100 " 139'-1 0.01 2 3' 0" 6 (See Notes) 18'-6" 150 41.00 GV(3'-10'/2'), E(18'-2"), S 22'-1" 0.001407 -3.90 1 6'-0" 202.25 5.8800 r49-7- 0.06 100.00 37.15 Hose Allowance At Source Total(Pt) Route 1 1 302.25 1707 18'-11'/2' 5.6 15.62 1 (See Notes) 1'-0" 120 7.78 ••••• Route 2••••• Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.082380 -0.21 223 19'-5" 15.62 1.0490 8 0 0.66 223 19'-5" 11/4 1 V-81/2" 120 8.23 0.018982 224 19'-5" 15.62 1.4180 0.22 224 19'-5" 15.83 1'/4 1 V-8'/2" 120 8.45 Flow (q) from Route 4 0.069265 230 19'-5" 31.45 1.4180 11'-8'/z' 0.81 230 19'-5" 16.56 (See Notes) 17'-6'/2" 120 9.26 Flow (q) from Route 8 3E(2'-41/2"), PO(6'-10") 14'-0" 0.151472 2.46 233 13'-9" 48.00 :1.4180] 31'-6 /2 4.78 233 13'-9" 56.44 3 8'-4'/2" 120 16.50 Flow (q) from Route 10 0.011072 228 13'-9" 104.45 3.2600 8'-4 /z 0.09 228 13' 9" 49.96 3 (See Notes) 20'-5" 120 16.59 Flow (q) from Route 5 fEE(T-6"), 2fE(U-81/2") 16-11 " 0.022820 0.61 216 12'-4" 154.41 3.2600 37'-4" 0.85 18.06 Total(Pt) Route 2 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 10 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1702 16'-11'/2" 5.6 15.79 1 (See Notes) 6'-0" 120 7.95 •••••Route3••••• Sprinkler, T(5'-0"), E(2'-0"), PO(5'-0") 12'-0" 0.084024 -1.07 214 19'-5" 15.79 1.0490 18'-0" 1.51 8.38 Total(Pt) Route 3 1708 18'-11'/z" 5.6 15.83 1 (See Notes) 1'-0" 120 7.99 ..... Route 4 Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.084399 -0.21 224 19'-5" 15.83 1.0490 8'-0" 0.67 8.45 Total(Pt) Route 4 1704 17'-11'/2' 5.6 16.26 1 (See Notes) 2'-0" 120 8.43 •••••Route5••••• Sprinkler, E(2'-0"), P0(5-0") T-0" 0.088763 -0.64 217 19'-5" 16.26 1.0490 9 0 0.80 217 19'-5" 1'/4 11'-8'/z' 120 8.59 0.020452 219 19'-5" 16.26 1.4180 0.24 219 19'-5" 16.47 1'/4 11'-8'/2" 120 8.83 Flow (q) from Route 7 0.074618 222 19'-5" 32.74 1.4180 11'-8'/z' 0.87 222 19'-5" 17.22 1'/4 (See Notes) 15-6'/2" 120 9.70 Flow (q) from Route 9 2E(2'-4'/z'), P0(6-10") 11'-7'/z' 0.163105 2.46 228 13'-9" 49.96 1.4180 27'-2" 4.43 16.59 Total(Pt) Route 5 1703 16'-11'/2" 5.6 16.46 1 (See Notes) 5'-11'/z" 120 8.64 ••••• Route 6••••• Sprinkler, T(5'-0"), E(2'-0"), PO(5'-0") 12'-0" 0.090732 -1.07 215 19'-5" 16.46 1.0490 18'-0" 1.63 9.19 Total(Pt) Route 6 1705 17'-11'/z' 5.6 16.47 1 (See Notes) 2'-0" 120 8.65 ••••• Route 7••••• Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.090906 -0.64 219 19'-5" 16.47 1.0490 91_0" 0.82 8.83 Total(Pt) Route 7 1709 18'-11'/2" 5.6 16.56 1 (See Notes) 1'-0" 120 8.74 ..... Route 8 Sprinkler, E(2'-0"), P0(5-0") 7'-0" 0.091733 -0.21 230 19'-5" 16.56 1.0490 T-11'/i' 0.73 9.26 Total(Pt) Route 8 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 11 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1706 1 T-11'/z" 5.6 17.22 1 (See Notes) 1'-11'/z" 120 9.46 ••••• Route 9••••• Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.098693 -0.64 222 19'-5" 17.22 1.0490 8'-11'/z' 0.89 9.70 Total(Pt) Route 9 1710 19'-11'/z' 5.6 18.79 1 (See Notes) '/2T-7' 120 11.26 ..... Route 10 Sprinkler, 2E(2'-0"), PO(5'-0") 9'-0" 0.115983 0.23 229 19'-5" 18.79 1.0490 16'-7'/2' 1.93 229 19'-5" 2% 11'-8'/2' 120 13.41 0.001307 234 19'-5" 18.79 2.6350 11'-8'/i' 0.02 234 19'-5" 18.80 21/2 11'-8'/i' 120 13.43 Flow (q) from Route 11 0.004715 235 19'-5" 37.60 2.6350 11'-8'/i' 0.06 235 19'-5" 18.84 2'/z (See Notes) 18'-3/2' 120 13.48 Flow (q) from Route 12 3fE(5'-11"), PO(16'-5'/2') 34'-2" 0.009998 2.46 241 13'-9" 56.44 2.6350 52'-6" 0.52 241 13'-9" 3 91-0" 120 16.47 0.003546 233 13'-9" 56.44 3.2600 9'-0" 0.03 16.50 Total(Pt) Route 10 1711 19'-11'/2" 5.6 18.80 1 (See Notes) T-7'/z' 120 11.28 ••••• Route 11••••• Sprinkler, 2E(2'-0"), PO(5'-0") 9'-0" 0.116109 0.23 234 19'-5" 18.80 1.0490 16-71/2' 1.93 13.43 Total(Pt) Route 11 1712 19'-11'/z' 5.6 18.84 1 (See Notes) 7'-7'/z' 120 11.32 ••••• Route 12••••• Sprinkler, 2E(2'-0"), PO(5'-0") 9'-0" 0.116564 0.23 235 19'-5" 18.84 1.0490 16-7'/z' 1.94 13.48 Total(Pt) Route 12 177 13'-7" 22.74 + 9.20 3 T-5'/2' 120 30.95 ..... Route 13 Flow (q) from Route 22 and 25 0.001236 179 13'-7" 31.93 3.2600 7'-5'/2' 0.01 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 12 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 179 13'-7" 3 10'-8" 120 30.96 0.000955 182 13'-7" 27.77 3.2600 10'-8" 0.01 182 13'-7" 11/4 (See Notes) 72'-11" 120 30.97 4E(T-5"), P0(6-10") 27'-41/z' 0.001352 119 13'-7" 3.75 1.4180 100'-4" 0.14 119 13'-7" 24.02 4 T-3" 120 31.11 Flow (q) from Route 14 0.000259 112 13'-7" 27.77 4.2600 7'-3" 0.00 112 13'-7" 4.16 4 (See Notes) 5'-11'/z' 120 31.11 Flow (q) from Route 38 PO(26'-4") 26'-4" 0.000336 109 13'-7" 31.93 4.2600 32'-3'/z' 0.01 31.12 Total(Pt) Route 13 283 19'-6" 0.28 + 0.05 2'/z (See Notes) 6'-8" 120 28.42 ..... Route 14 Flow (q) from Route 15 and 32 PO(1U-5'/2') 16-5'/2" 0.000001 284 19'-6" 0.34 2.6350 23'-2" 0.00 284 19'-6" 1'/4 (See Notes) 130'-5" 120 28.42 6E(2'-4'/2'), PO(6'-10") 21'-1'/z' 0.000016 2.57 210 13'-7" 0.34 1.4180 151'-6'/2' 0.00 210 13'-7" 7.12 3 (See Notes) 4'-8" 120 30.99 Flow (q) from Route 31 PO(20'-2") 20'-2" 0.000084 211 13'-7" 7.46 3.2600 24'-10" 0.00 211 13'-7" 1'/4 (See Notes) 73'-10'/2" 120 30.99 Z, P0(6-10") 6'-10" 0.001351 159 13'-7" 3.74 1.4180 80'-8'/2' 0.11 159 13'-7" 3.71 4 10'-11" 120 31.10 Flow (q) from Route 21 0.000023 139 13'-7" 7.46 4.2600 10'-11 " 0.00 139 13'-7" 3.79 4 10'-9" 120 31.10 Flow (q) from Route 34 0.000049 137 13'-7" 11.25 4.2600 0.00 137 13'-7" 5.01 4 12'-3" 120 31.10 Flow (q) from Route 19 0.000096 129 13'-7" 16.25 4.2600 12'-3" 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 13 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 129 13'-7" 3.92 4 6'-3" 120 31.11 Flow (q) from Route 18 0.000144 128 13'-7" 20.18 4.2600 6'-3" 0.00 128 13'-7" 3.85 4 12'-2" 120 31.11 Flow (q) from Route 20 0.000198 119 13'-7" 24.02 4.2600 12'-2" 0.00 31.11 Total(Pt) Route 14 288 26-4'/z' 0.04 + 0.04 2'/z 11'-10'/z" 120 25.45 ••••• Route 15••••• Flow (q) from Route 16 and 36 0.000000 281 26'-4'/z' 0.08 2.6350 11'-10'/2" 0.00 281 26-4'/z' 0.04 21/2 11'-9'/i' 120 25.45 Flow (q) from Route 17 0.000000 289 26'-4'/z' 0.12 2.6350 11'-9'/i' 0.00 289 26-4'/z' 0.04 21/2 11'-8'/2' 120 25.45 Flow (q) from Route 35 0.000000 290 26'-4'/z' 0.16 2.6350 11'-8'/i' 0.00 290 26-4'/z' 0.04 21/2 12'-5'/2' 120 25.45 Flow (q) from Route 37 0.000000 294 26'-4'/z' 0.20 2.6350 0.00 294 26-4'/z' 0.04 21/2 10'-8" 120 25.45 Flow (q) from Route 33 0.000000 298 26'-4'/z' 0.24 2.6350 10'-8" 0.00 298 26'-4'/z' 0.05 21/2 (See Notes) 16'-2'/2" 120 25.45 Flow (q) from Route 28 2fE(5'-10'/2'), PO(16'-5'/z') 28'-3" 0.000001 2.97 283 19'-6" 0.28 2.6350 44'-5'/z' 0.00 28.42 Total(Pt) Route 15 206 26' 3'/2' 0.24 3 12'-5'/2" 120 25.48 ••••• Route 16••••• Flow (q) from Route 27 0.000000 203 26'-3'/z' 0.20 3.2600 0.00 203 26'-3'/2' 3 11'-8'/z' 120 25.48 0.000000 199 26'-3'/z' 0.16 3.2600 11'-8 /z 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 14 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 199 26-3'/z' 3 11'-9'/z' 120 25.48 0.000000 194 26-3'/2' 0.12 3.2600 11'-9'/z' 0.00 194 26-3'/z' 3 (See Notes) 11'-10'/z" 120 25.48 PO(20'-2") 20'-2" 0.000000 195 26'-3'/i' 0.08 3.2600 32'-0'/z' 0.00 195 26-3'/z' 3 (See Notes) 12'-8'/z' 120 25.48 PO(20' 2") PO(20'-2") 40'-4" 0.000000 200 26-3'/2' 0.04 3.2600 53'-0'/z' 0.00 200 26-3'/z' 1'/4 (See Notes) 129'-9" 120 25.48 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.000000 -0.03 287 26'-4/2' 0.04 1.4180 141'-4'/2' 0.00 287 26-4'/z' 2'/2 12'-8'/z' 120 25.45 0.000000 288 26-4'/2' 0.04 2.6350 12'-8'/z' 0.00 25.45 Total(Pt) Route 16 194 26-3'/z' 1'/4 (See Notes) 130'-3" 120 25.48 ..... Route 17 2E(2'-4'/2'), P0(6-10") 18'-5'/z' 0.000000 -0.03 281 26'-4 /i' 0.04 1.4180 148'-8'/2' 0.00 25.45 Total(Pt) Route 17 182 13'-7" 3.75 3 91-91, 120 30.97 ..... Route 18 Flow (q) from Route 13 0.000730 187 13'-7" 24.02 3.2600 9'-9" 0.01 187 13'-7" 3 8'-3" 120 30.98 0.000529 186 13'-7" 20.18 3.2600 0.00 186 13'-7" 1'/4 (See Notes) 68'-4" 120 30.98 P0(6-10") 13'-8'/2" 0.001473 129 13'-7" 3.92 1.4180 0.12 31.11 Total(Pt) Route 18 146 13'-7" 2.49 + 2.52 1'/4 (See Notes) 26-7'/z' 120 31.03 ..... Route 19 Flow (q) from Route 29 and 30 P0(6-10") 6'-10" 0.002312 137 13'-7" 5.01 1.4180 33'-6" 0.08 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 15 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 31.10 I Total(Pt) Route 19 187 13'-7" 1'/4 (See Notes) 70'-4" 120 30.98 • • • • • Route 20 P0(6'-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.001420 128 IT-73.85 1.4180 88'-9'/z' 0.13 31.11 Total(Pt) Route 20 166 13'-7" 3.71 4 9'-2'/z' 120 31.10 ..... Route 21 ..... Flow (q) from Route 26 0.000006 159 13'-7" 3.71 4.2600 9'-2'/z' 0.00 31.10 Total(Pt) Route 21 193 13' 7" 12.36 3 8'-4'/z' 120 30.95 ••••• Route 22••••• Flow (q) from Route 23 0.000214 188 13'-7" 12.36 3.2600 8'-4'/z' 0.00 188 13'-7" 10.38 3 10'-1%11 120 30.95 Flow (q) from Route 24 0.000659 177 13'-7" 22.74 3.2600 10'-1'/z' 0.01 30.95 Total(Pt) Route 22 127 13'-7" 1'/4 (See Notes) 65'-0%" 120 29.92 ..... Route 23 P0(6-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.012306 193 13'-7" 12.36 1.4180 83'-6" 1.03 30.95 Total(Pt) Route 23 125 13'-7" 1'/4 (See Notes) 65'-2'/z' 120 30.20 ..... Route 24 P0(6-10") 2E(2'-4/2'), P0(6-10") 18'-5'/z' 0.008907 188 13'-7" 10.38 1.4180 g3'-7'/z' 0.74 30.95 Total(Pt) Route 24 123 13'-7" 1'/4 (See Notes) 61'-6'/z' 120 30.38 ••••• Route 25••••• PO(6'-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.007125 0.00 177 13'-7" 9.20 1.4180 g0'-0" 0.57 30.95 Total(Pt) Route 25 211 13'-7" 3 (See Notes) 9'-2'/i' 120 30.99 ••••• Route 26••••• PO(20'-2") PO(20'-2") 40'-4" 0.000023 212 13'-7" 3.71 3.2600 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 16 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 212 IT-71'/4 (See Notes) 74'-3" 120 31.00 P0(6-10") 6'-10" 0.001330 166 13'-7" 3.71 1.4180 81'-1'/2' 0.11 31.10 Total(Pt) Route 26 209 19'-8" 3 5'-10'/2" 120 28.35 ••••• Route 27••••• 0.000000 -2.55 208 25'-6'/2' 0.28 3.2600 5'-10'/2' 0.00 208 25-6'/2' 3 (See Notes) 10'-2" 120 25.81 fE(6'-8'/2') 6'-8'/2' 0.000000 -0.33 206 26-3'/2' 0.24 3.2600 16'-10'/2' 0.00 25.48 Total(Pt) Route 27 208 25-6'/2' 1'/4 (See Notes) 131'-2'/2' 120 25.81 ..... Route 28 PO(6'-10") 3E(2'-4'/2'), P0(6-10") 20'-10" 0.000000 -0.35 298 26-4'/2' 0.05 1.4180 152'-0/z 0.00 25.45 Total(Pt) Route 28 186 13'-7" 3.92 3 6'-0" 120 30.98 ..... Route 29 Flow (q) from Route 18 0.000354 196 13'-7" 16.25 3.2600 6'-0" 0.00 196 13'-7" 1'/4 (See Notes) 47'-11'/2' 120 30.99 PO(6' 10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000635 146 13' 7" 2.49 1.4180 63'-2'/2' 0.04 31.03 Total(Pt) Route 29 196 13'-7" 2.49 3 8'-0" 120 30.99 ..... Route 30 Flow (q) from Route 29 0.000261 202 13'-7" 13.76 3.2600 8'-0" 0.00 202 13'-7" 1'/4 (See Notes) 43'-5'/2' 120 30.99 PO(6'-10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000648 146 13' 7" 2.52 1.4180 58' 8'/2' 0.04 31.03 Total(Pt) Route 30 202 13' 7" 2.52 3 5'-11'/2' 120 30.99 ..... Route 31 Flow (q) from Route 30 0.000179 205 13'-7" 11.25 3.2600 5'-11'/2' 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 17 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 205 13'-7" 3 T-0'/2' 120 30.99 0.000170 207 13'-7" 10.91 3.2600 3'-0'/2' 0.00 207 13'-7" 3 (See Notes) 12'-2" 120 30.99 2fE(6-8'/2') ' 0.000077 210 13'-7" 7.12 3.2600 L25 0.00 30.99 Total(Pt) Route 31 205 13'-7" 3 (See Notes) 12'-0" 120 30.99 ..... Route 32 f T(17'-5'/2') fE(6'-8'/2') 24'-2'/2' 0.000000 -2.64 209 19'-8" 0.34 3.2600 36'-2'/2' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 28.35 11 E(2'-4'/2'), PO(6'-10") 39'-10'/2' 0.000000 0.07 283 19' 6" 0.05 1.4180 173'-1" 0.00 28.42 Total(Pt) Route 32 206 26'-3'/2' 0.24 1'/4 (See Notes 129'-9" 120 25.48 ..... Route 33 PO(6'-10"), Flow (q) from Route 27 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 294 26'-4'/2' 0.04 1.4180 148'-2/z 0.00 25.45 Total(Pt) Route 33 207 13' 7" 1'/4 (See Notes) 68'-4" 120 30.99 ..... Route 34 PO(6-10") P0(6-10") 13'-8%" 0.001382 139 13'-7" 3.79 1.4180 82'-0'/2' 0.11 31.10 Total(Pt) Route 34 199 26-3/2' ' 1'/4 (See Notes) 130'-3" 120 25.48 ..... Route 35 2E(2'-4'/2'), P0(6-10") 18'-5%" 0.000000 -0.03 289 26'-4'/2' 0.04 1.4180 148'-8%2 0.00 25.45 Total(Pt) Route 35 195 26'-3'/2' 0.04 1'/4 (See Notes) 130'-3" 120 25.48 ..... Route 36 Flow (q) from Route 16 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.000000 -0.03 288 26'-4/2' 0.04 1.4180 141'-10'/2' 0.00 25.45 Total(Pt) Route 36 203 26'-3'/2' 1'/4 (See N Notes) 129'-10" 120 25.48 ..... Route 37 PO(6'-10") 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 290 26'-4'/2' 0.04 1.4180 148'-31/2' 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 18 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 25.45 I Total(Pt) Route 37 179 13'-7" 1'/4 (See 71'-4" 120 30.96 • • • • • Route 38 P0(6'-10") 18'-5'/2' Notes) 112 13'-7" 4.16 1.4180 0.001645 2E(2'-4'/2'), PO(6'-10") 89'-9'/z' 0.15 31.11 Total(Pt) Route 38 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 19 Job Name: Project Montage Remote Area Number: RMA 2 CC PRE -FUNCTION Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 :MA 2 CC PRE-FUNCTIOI 4/7/2022 2:46:20PM Page 20 Mffi Flow Diagram (Current View) I Job Number: 22-076 usaua M Report Description: Light Hazard (RMA 2 CC PRE -FUNCTION 1 1 jib I 1 O ®I I 1 I I 1 I I 1 I I h I I I I I I I I I 1 0 1 �:,, I I I ® ® I o 1 P v » » > 0 0 0 o U P > _ Up 0 oIllnn n -U Up 0 o t 1 I 0 o P 0 o p i< p P Pj P < 0 0 0 0 rL, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 2:46:29PM Page 21 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 3 CC BALLROOM 201 LIGHT Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1531.5ft2) 225ft2 Pendent 11 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 354.99 @ 50.81 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 36.88 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 3 CC BALL 4/7/2022 2:47:16PM Page 1 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 100 90 80 70 60 .N Q 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/7/2022 Static Pressure 354.99 89.0 I @ 87.69 Water Supply Summary Sheet Node: 1 I 1375.00 @ 73.00 254.99 354.99 @ 50.81 i with Hose Allowance at Source System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:47:18PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.0 I I 354.99 @ 87.69 80 1375.00 @ 73.00 70 60 .N a d N 50 2 254.99 354.99 @ 47.28 with Hose Allowance at Source a 40 Fstemdemand 30 curve 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:47:18PM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Liqht Hazard (RMA 3 CC BALLROOM 201) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Sprinkler 1001 22.87 22.50 5.6 16.67 Sprinkler 1002 27.20 22.50 5.6 23.59 Sprinkler 1003 22.82 22.50 5.6 16.61 Sprinkler 1004 22.56 22.50 5.6 16.23 Sprinkler 1005 22.51 22.50 5.6 16.16 Sprinkler 1006 22.55 22.50 5.6 16.21 y Sprinkler 1007 22.50 22.50 5.6 16.14 Sprinkler 1008 22.70 22.50 5.6 16.43 Sprinkler 1009 22.65 22.50 5.6 16.35 Sprinkler 1010 23.35 22.50 5.6 17.39 Sprinkler 1011 23.29 22.50 5.6 17.30 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:47:19PM Page 4 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 87.69 354.99 50.81 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 210 13'-7" 39.38 211 13'-7" 39.45 212 13'-7" 39.48 237 27'-5'/z' 16.94 238 27'-5/2' 25.03 239 27'-2'/z' 17.03 244 27'-5/2' 16.42 245 27'-2'/z" 16.51 253 27'-5'/i' 16.40 255 27'-2'/z' 16.48 262 27'-5'/2' 16.65 264 27'-2'/z' 16.73 271 27'-5/2' 17.78 272 27'-2'/z' 17.84 281 26-4'/z' 25.47 283 19'-6" 30.03 284 19'-6" 30.08 287 26-4'/z' 24.76 288 26'-4'/2' 24.93 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:47:22PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 289 26-4'/2" 25.99 290 26-4'/z' 26.37 294 26-4'/2" 26.64 1 6'-0" Supply 50.81 254.99 1001 21'-0" Sprinkler 16.67 22.87 1002 21'-0" Sprinkler 23.59 27.20 1003 21'-0" Sprinkler 16.61 22.82 1004 21'-0" Sprinkler 16.23 22.56 1005 21'-0" Sprinkler 16.16 22.51 1006 21'-0" Sprinkler 16.21 22.55 1007 21'-0" Sprinkler 16.14 22.50 1008 21'-0" Sprinkler 16.43 22.70 1009 21'-0" Sprinkler 16.35 22.65 1010 21'-0" Sprinkler 17.39 23.35 1011 21'-0" Sprinkler 17.30 23.29 2 -3'-0" 54.63 3 -3'-0" 54.62 6 5'-7'/2" 47.28 102 1'-0" 49.93 109 13'-7" 43.31 112 13'-7" 43.03 119 13'-7" 42.98 123 13'-7" 43.18 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:47:22PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 124 13'-7" 43.31 125 13'-7" 43.17 127 13'-7" 43.16 128 13'-7" 42.91 129 13'-7" 42.88 137 13'-7" 42.85 139 13'-7" 42.83 146 13'-7" 40.68 159 13'-7" 42.82 166 13'-7" 42.82 177 13'-7" 40.19 179 13'-7" 40.16 182 13'-7" 40.07 186 13'-7" 39.82 187 13'-7" 39.95 188 13'-7" 40.26 193 13'-7" 40.30 194 26-3'/z' 30.47 195 26-3'/z' 30.35 196 13'-7" 39.69 199 26-3'/z' 30.66 200 26-3'/z' 30.32 202 13'-7" 39.48 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:47:22PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 203 26'-3'/2' 30.91 205 13'-7" 39.29 206 26-3'/z' 31.25 207 13'-7" 39.35 208 25'-6'/z' 32.14 209 19'-8" 34.92 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:47:22PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 1007 21'-0" 5.6 22.50 1 (See Notes) 7'-8" 120 16.14 ••••• Route 1••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.161813 -2.68 255 27'-2'/2' 22.50 1.0490 18'-8" 3.02 255 27'-2'/2' 1'/4 13'-0'/2' 120 16.48 0.001750 245 27'-2'/2' 4.31 1.4180 13'-0'/z' 0.02 245 27'-2'/2' 22.51 1'/4 10'-2" 120 16.51 Flow (q) from Route 2 0.051599 239 27'-2'/2' 26.82 1.4180 10'-2" 0.52 239 27'-2'/z' 22.82 1'/< (See Notes) 70'-8'/z' 120 17.03 Flow (q) from Route 7 E(2'-4'/2'), PO(6'-10") 9'-2,/2' 0.161186 0.40 200 26'-3/2' 49.64 1.4180 7g'_11'/2' 12.89 200 26'-3'/2' 3 12'-8'/2' 120 30.32 0.002797 195 26-3'/2' 49.64 3.2600 12'-8'/2' 0.04 195 26'-3'/2' 49.59 3 1110'/2" 120 30.35 Flow (q) from Route 3 0.010072 194 26-3'/2' 99.24 3.2600 11'-10'/2' 0.12 194 26'-3'/2' 29.50 3 11'-9'/2' 120 30.47 Flow (q) from Route 5 0.016301 199 26'-3'/2' 128.73 3.2600 11'-9'/2' 0.19 199 26'-3'/2' 20.44 3 11'-8'/2' 120 30.66 Flow (q) from Route 15 0.021409 203 26-3'/2' 149.17 3.2600 0.25 203 26'-3'/2' 20.17 3 12'-5'/2' 120 30.91 Flow (q) from Route 17 0.027070 206 26'-3'/2' 169.34 3.2600 12'-5'/2' 0.34 206 26'-3'/2' 20.34 3 (See Notes) 10'-2" 120 31.25 Flow (q) from Route 18 fE(6'-8'/2') 6-8'/2' 0.033391 0.33 208 25-6'/2' 189.68 3.2600 16'-10'/2' 0.56 208 25-6'/2' 21.05 3 5'-10'/2' 120 32.14 Flow (q) from Route 16 0.040566 2.55 209 19'-8" 210.73 3.2600 5'-10'/2' 0.24 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 9 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 209 19' 8" 19.52 3 (See 12'-0" 120 34.92 Flow (q) from Route 14 24'-2'/z' 2.64 Notes) 205 13'-7" 230.25 3.2600 0.047791 fE(6-8'/i'), fT(17'-5'/z') 36'-21/2 1.73 205 13'-7" 3 5'-11'/z' 120 39.29 0.030955 202 13'-7" 182.07 3.2600 0.19 202 13' 7" 1'/< (See 43'-5'/z' 120 39.48 PO(6' 10") 15'-3" Notes) 146 13'-7" 16.25 1.4180 0.020417 E(2'-4'/z'), T(6'-0'/z') 58'-8'/z' 1.20 146 13'-7" 14.08 1'/4 (See 26'-7'/z' 120 40.68 Flow (q) from Route 21 6'-10" Notes) 137 13'-7" 30.33 1.4180 0.064782 P0(6-10") 33'-6" 2.17 137 13'-7" 72.92 4 12'-3" 120 42.85 Flow (q) from Route 13 0.002945 129 13'-7" 103.25 4.2600 0.04 129 13'-7" 22.52 4 6'-3" 120 42.88 Flow (q) from Route 22 0.004242 128 13'-7" 125.76 4.2600 6'-3" 0.03 128 13'-7" 21.16 4 12'-2" 120 42.91 Flow (q) from Route 24 0.005656 119 13'-7" 146.92 4.2600 12'-2" 0.07 119 13'-7" 19.64 4 7'-3" 120 42.98 Flow (q) from Route 23 0.007134 112 13'-7" 166.56 4.2600 0.05 112 13'-7" 20.71 4 (See 5'-11'/z' 120 43.03 Flow (q) from Route 34 26'-4" Notes) 109 13'-7" 187.27 4.2600 0.008861 PO(26'-4") 32'-3'/z' 0.29 109 13'-7" 67.72 4 (See 24'-0" 120 43.31 Flow (q) from Route 12 8'-11'/z" 3.44 Notes) 6 5'-7/2' 254.99 4.26001 0.015686 fE(8'-11'/z'), CC 0.52 6 5-7'/i' 4 (See 3'-8" 120 47.28 36'-11'/z" 2.01 Notes) 102 1'-0" 254.99 4.2600 0.015686 2f(-0.00), CV(28'-11'/i'), BV(8'- 0.64 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 10 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 1'-0" 4 (See Notes) 113'-6'/2" 150 49.93 3E(15'-1"), 4EE(6-01/2"), PIV(3' -0"), T(30'-21/2') 102'-8" 0.013668 1.73 3 -3-0" 254.99 4.0260 216'-3" 2.96 3 4-0" 12 (See Notes) 69'-51/2' 150 54.62 T(69'-7'/2') 69'-71/2" 0.000089 2 -3'-0" 254.99 11.3100 139'-1 " 0.01 2 3' 0" 6 (See Notes) 18'-6" 150 54.63 GV(3'-10'/2'), E(18'-2"), S 22'-1" 0.002161 -3.90 1 6'-0" 254.99 5.8800 r49-7- 0.09 100.00 50.81 Hose Allowance At Source Total(Pt) Route 1 1 354.99 1005 21'-0" 5.6 22.51 1 (See Notes) 7'-8" 120 16.16 ••••• Route 2••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.161994 -2.68 245 27'-2'/2" 22.51 1.0490 18'-8" 3.03 16.51 Total(Pt) Route 2 1006 21'-0" 5.6 22.55 1 (See Notes) 7'-4" 120 16.21 ••••• Route 3••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.162431 -2.79 253 27'-51/2" 22.55 1.0490 18'-4" 2.98 253 27'-51/2" 11/4 13'-01/2" 120 16.40 0.001647 244 27'-51/' 4.17 1.4180 13'-0'/z' 0.02 244 27'-5'/2" 22.56 11/4 10'-2" 120 16.42 Flow (q) from Route 4 0.051266 237 27'-51/2" 26.73 1.4180 0.52 237 27' 5'/z' 22.87 1'/4 (See Notes) 70'-11'/2" 120 16.94 Flow (q) from Route 8 E(2'-41/2'), PO(6'-10") 9'-21/2" 0.160887 0.51 195 26'-31/' 49.59 1.4180 80'-2 /z1 ' 12.90 30.35 Total(Pt) Route 3 1004 21'-0" 5.6 22.56 1 (See Notes) 7'-4" 120 16.23 ••••• Route 4••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.162601 -2.79 244 27'-51/2" 22.56 1.0490 18'-4" 2.98 16.42 Total(Pt) Route 4 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 11 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1009 21'-0" 5.6 22.65 1 (See Notes) 7'-8" 120 16.35 ••••• Route 5••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.163775 -2.68 264 27'-2'/2' 22.65 1.0490 18'-8" 3.06 264 27'-2'/2' 18.19 1'/4 9'-10'/2" 120 16.73 Flow (q) from Route 20 0.112333 272 27'-2/2' 40.84 1.4180 9'-10'/2' 1.11 272 27'-2'/2' 23.29 1'/4 (See Notes) 16'-1" 120 17.84 Flow (q) from Route 9 E(2'-4'/2'), PO(6'-10") 9'-2,/2' 0.258881 0.37 287 26'-4'/2' 64.13 1.4180 264"6.55 287 26'-4'/2' 2'/2 12'-8'/2" 120 24.76 0.012664 288 26'-4'/2' 64.13 2.6350 12'-8'/2' 0.16 288 26'-4'/2' 64.42 2'/2 11'-10'/2" 120 24.93 Flow (q) from Route 6 0.045845 281 26-4'/2' 128.56 2.6350 0.55 281 26'-4'/2' 1'/4 (See Notes) 59'-3'/2' 120 25.47 E(2'-4'/2') 9'-2,/2' 0.000548 -0.48 238 27'-5/2' 2.30 1.4180 68'-6" 0.04 238 27'-5'/2' 27.20 1'/4 (See Notes) 70'-11'/2' 120 25.03 Flow (q) from Route 11 E(2'-4'/2'), PO(6'-10") 9'-2,/2' 0.061526 0.51 194 26'-3/2' 29.50 1.4180 g0'-2'/2' 4.93 30.47 Total(Pt) Route 5 1008 21'-0" 5.6 22.70 1 (See Notes) 7'-4" 120 16.43 ••••• Route 6••••• Sprinkler, 3E(2'-0"), PO(5'-0") 11'-0" 0.164435 -2.79 262 27'-5'/2' 22.70 1.0490 18'-4" 3.02 262 27'-5'/2' 18.38 1'/4 9'-10'/2" 120 16.65 Flow (q) from Route 19 0.113531 271 27'-5'/2' 41.08 1.4180 1.12 271 27'-5'/2' 23.35 1'/4 (See Notes) 16'-4" 120 17.78 Flow (q) from Route 10 E(2'-4'/2'), PO(6'-10") 9'-2/2' 0.261060 0.48 288 26'-4/2' 64.42 1.4180 25'-7" 6.67 24.93 Total(Pt) Route 6 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 12 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 1003 21'-0" 5.6 22.82 1 (See T-8" 120 16.61 ••••• Route 7••••• Sprinkler, 11'-0" -2.68 Notes) 239 27'-2/2' 22.82 1.0490 0.166135 3E(2'-0"), PO(5'-0") 18'-8" 3.10 17.03 Total(Pt) Route 7 1001 21'-0" 5.6 22.87 1 (See 7'-4" 120 16.67 ••••• Route 8••••• Sprinkler, 11'-0" -2.79 Notes) 237 27'-5'/z' 22.87 1.0490 0.166726 3E(2'-0"), PO(5'-0") 18'-4" 3.06 16.94 Total(Pt) Route 8 1011 21'-0" 5.6 23.29 1 (See 7'-8" 120 17.30 ••••• Route 9••••• Sprinkler, 11'-0" -2.68 Notes) 272 27'-2'/i' 23.29 1.0490 0.172525 3E(2'-0"), PO(5'-0") 18'-8" 3.22 17.84 Total(Pt) Route 9 1010 21'-0" 5.6 23.35 1 (See T-4" 120 17.39 ..... Route 10 Sprinkler, 11'-0" -2.79 Notes) 271 27'-5'/2' 23.35 1.0490 0.173299 3E(2'-0"), PO(5'-0") 18'-4" 3.18 17.78 Total(Pt) Route 10 1002 21'-0" 5.6 27.20 1 (See 7'-5'/z' 120 23.59 ••••• Route 11••••• Sprinkler, 11'-0" -2.79 Notes) 238 27'-5/2' 27.20 1.0490 0.229786 3E(2'-0"), PO(5'-0") 18'-5'/2' 4.24 25.03 Total(Pt) Route 11 123 13' 7" 45.20 + 22.52 3 (See 4'-11'/z" 120 43.18 ••••• Route 12••••• Notes) Flow (q) from Route 26 and 30 20'-2" 124 13'-7" 67.72 3.2600 0.004967 PO(20'-2") 25'-1'/z' 0.12 124 13'-7" 4 6-9'/z' 120 43.31 0.001350 109 13'-7" 67.72 4.2600 1 6'-9'/z' 0.01 43.31 Total(Pt) Route 12 283 19' 6" 44.27 2'/z (See 6'-8" 120 30.03 ..... Route 13 Flow (q) from Route 38 16-5'/z' Notes) 284 19'-6" 24.74 2.6350 0.002174 PO(16'-5'/z') 23'-2" 0.05 284 19'-6" 1'/4 (See 130'-5" 120 30.08 21'-1'/z" 2.57 Notes) 210 13' 7" 24.74 1.4180 0.044447 6E(2'-4'/z'), PO(6'-10") 151'-6'/z, 6.74 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 13 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 210 13' 7" 22.91 3 (See Notes) 4'-8" 120 39.38 Flow (q) from Route 28 PO(20'-2") 20'-2" 0.002592 211 13'-7" 47.65 3.2600 24'-10" 0.06 211 13'-7" 1'/4 (See Notes) 73'-10'/2" 120 39.45 Z, P0(6-10") 6'-10" 0.041780 159 13'-7" 23.93 1.4180 80'-8'/z' 3.37 159 13'-7" 23.72 4 10'-11" 120 42.82 Flow (q) from Route 25 0.000704 139 13'-7" 47.65 4.2600 10'-11 " 0.01 139 13'-7" 25.27 4 10'-9" 120 42.83 Flow (q) from Route 29 0.001548 137 13'-7" 72.92 4.2600 10'-9" 0.02 42.85 Total(Pt) Route 13 283 19'-6" 44.27 1'/4 (See Notes 133'-3" 120 30.03 ..... Route 14 PO(6'-10"), Flow (q) from Route 38 11 E(2'-4'/z'), PO(6-10") 39'-10'/2' 0.028677 -0.07 209 19'-8" 19.52 1.4180 173'-1 " 4.96 34.92 Total(Pt) Route 14 289 26'-4'/2' 1'/4 (See Notes) 130'-3" 120 25.99 ..... Route 15 2E(2'-4'/z'), P0(6-10") 18'-5'/i' 0.031207 0.03 199 26-3'/z' 20.44 1.4180 148'-8/z 4.64 30.66 Total(Pt) Route 15 298 26'-4'/z' 65.31 1'/4 (See Notes) 131'-2/2' 120 26.78 ..... Route 16 P0(6'-10"), Flow (q) from Route 35 3E(2'-4'/z'), P0(6-10") 20'-10" 0.032948 0.35 208 25'-6'/i' 21.05 1.4180 152'-0/2' 5.01 32.14 Total(Pt) Route 16 290 26'-4'/2' 105.82 1'/4 (See Notes 129'-10" 120 26.37 ..... Route 17 PO(6'-10"), Flow (q) from Route 36 2E(2'-4'/i'), PO(6'-10") 18'-5'/2' 0.030459 0.03 203 26'-3/z' 20.17 1.4180 148'-3'/2' 4.52 30.91 Total(Pt) Route 17 294 26'-4'/2" 1 /, (See Notes) 129'-9" 120 26.64 ..... Route 18 2E(2'-4'/z'), P0(6-10") 18'-5'/z' 0.030934 0.03 206 26'-3'/z' 20.34 1.4180 148'-21/2 4.59 31.25 Total(Pt) Route 18 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 14 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 253 27' 5/z' 4.17 1'/< 9'-10'/z" 120 16.40 ••••• Route 19••••• Flow (q) from Route 3 0.025644 262 27'-5/2' 18.38 1.4180 9 10'/z" 0.25 16.65 Total(Pt) Route 19 255 27'-2'/z' 4.31 1'/4 9'-10'/2" 120 16.48 ••••• Route 20••••• Flow (q) from Route 1 0.025167 264 27'-21/z' 18.19 1.4180 9'-10'/2' 0.25 16.73 Total(Pt) Route 20 202 13'-7" 16.25 3 8'-0" 120 39.48 ..... Route 21 Flow (q) from Route 1 0.026039 196 13'-7" 165.82 3.2600 8'-0" 0.21 196 13'-7" 11/4 (See Notes) 47'-11'/2" 120 39.69 E(2'-41/2'), T(6'-0'/i') 15'-3" 0.015667 146 13'-7" 14.08 1.4180 33' 2% 0.99 40.68 Total(Pt) Route 21 196 13'-7" 14.08 3 6'-0" 120 39.69 ..... Route 22 Flow (q) from Route 21 0.022097 186 13'-7" 151.74 3.2600 6'-0" 0.13 186 13'-7" 11/4 (See Notes) 68'-4" 120 39.82 PO(6'-10") 13'-8'/z' 0.037334 129 13'-7" 22.52 1.4180 82'-01 3.06 42.88 Total(Pt) Route 22 186 13'-7" 22.52 3 8'-3" 120 39.82 ..... Route 23 Flow (q) from Route 22 0.016417 187 13'-7" 129.23 3.2600 8'-3" 0.14 187 13'-7" 3 9'-9" 120 39.95 0.011794 182 13'-7" 108.07 3.2600 0.11 182 13'-7" 1'/4 (See Notes) 72'-11" 120 40.07 PO(6-10") 4E(3'-5"), PO(6'-10") 27'-41/2' 0.028985 119 13'-7" 19.64 1.4180 100'-4" 2.91 42.98 Total(Pt) Route 23 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 15 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 187 13'-7" 1'/4 (See Notes) 70'-4" 120 39.95 • • • • • Route 24 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.033267 128 13'-7" 21.16 1.4180 88'-9'/z , 2.95 42.91 Total(Pt) Route 24 166 13'-7" 23.72 4 9'-2'/2' 120 42.82 ••••• Route 25••••• Flow (q) from Route 27 0.000194 159 13'-7" 23.72 4.2600 9'-2'/2' 0.00 42.82 Total(Pt) Route 25 127 13'-7" 22.53 3 8'-6" 120 43.16 ..... Route 26 Flow (q) from Route 32 0.000649 125 13'-7" 22.53 3.2600 8'-6" 0.01 125 13'-7" 22.67 3 6-0'/z' 120 43.17 Flow (q) from Route 31 0.002351 123 13'-7" 45.20 3.2600 6'-0'/z' 0.01 43.18 Total(Pt) Route 26 211 13'-7" 3 (See Notes) 9'-2/2' 120 39.45 ••••• Route 27••••• PO(20'-2") PO(20'-2") 40'-4" 0.000713 212 13'-7" 23.72 3.2600 49'-6/2' 0.04 212 13'-7" 1'/4 (See Notes) 74'-3" 120 39.48 P0(6-10") 6'-10" 0.041118 166 13'-7" 23.72 1.4180 81'-1'/z' 3.34 42.82 Total(Pt) Route 27 205 13'-7" 182.07 3 (See Notes) 3'-0'/z' 120 39.29 ..... Route 28 Flow (q) from Route 1 PO(20'-2") 20'-2" 0.002646 207 13'-7" 48.18 3.2600 23'-2" 0.06 207 13'-7" 3 (See Notes) 12'-2" 120 39.35 ZE(6-8'/2') 33'-7" 0.000669 210 13'-7" 22.91 3.2600 45'-9" 0.03 39.38 Total(Pt) Route 28 207 13'-7" 22.91 1'/4 (See Notes) 68'-4" 120 39.35 ..... Route 29 Flow (q) from Route 28 P0(6-10") 6'-10" 0.046213 139 13'-7" 25.27 1.4180 75'-21/2 3.47 42.83 Total(Pt) Route 29 4, © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 16 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 177 IT-7 67.72 1'/4 (See Notes) 61'-6' '/z 120 40.19 ••••• Route 30••••• PO(6'-10"), Flow (q) from Route 33 2E(2'-4'/z'), PO(6'-10") 18'-5'/2" 0.037356 123 13'-7" 22.52 1.4180 g0'-0" 2.99 43.18 Total(Pt) Route 30 177 13'-7" 67.72 3 (See Notes) 10'-1'/z" 120 40.19 ..... Route 31 Flow (q) from Route 33 PO(20'-2") 20'-2" 0.002351 188 13'-7" 45.20 3.2600 30'-3'/z' 0.07 188 13'-7" 1'/4 (See Notes) 65-2'/z' 120 40.26 2E(2'-4'/2'), PO(6'-10") 11'-7'/i' 0.037797 125 13'-7" 22.67 1.4180 76'-9'/z' 2.90 43.17 Total(Pt) Route 31 193 13'-7" 22.53 1'/4 (See Notes) 65-0'/i' 120 40.30 ..... Route 32 Flow (q) from Route 37 2E(2'-4'/z'), P0(6-10") 11'-7'/z' 0.037382 127 13'-7" 22.53 1.4180 76'-8" 2.87 43.16 Total(Pt) Route 32 182 13'-7" 19.64 3 10'-8" 120 40.07 ..... Route 33 Flow (q) from Route 23 0.008138 179 13'-7" 88.43 3.2600 10'-8" 0.09 179 13'-7" 3 7'-5'/z' 120 40.16 0.004967 177 13'-7" 67.72 3.2600 7'-5'/z' 0.04 40.19 Total(Pt) Route 33 179 13'-7" 1'/4 (See Notes) 71'-4" 120 40.16 ..... Route 34 PO(6-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.031991 112 13'-7" 20.71 1.4180 89'-9'/2' 2.87 43.03 Total(Pt) Route 34 290 26' 4'/z' 105.82 2'/z 12'-5'/z' 120 26.37 ••••• Route 35••••• Flow (q) from Route 36 0.021628 294 26'-4'/z' 85.65 2.6350 12'-5%" 0.27 294 26'-4'/i' 20.34 2'/2 10'-8" 120 26.64 Flow (q) from Route 18 0.013097 298 26'-4'/z' 65.31 2.6350 10'-8" 0.14 26.78 Total(Pt) Route 35 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 17 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 281 264'/z' 2.30 2'/z 11'-9'/z' 120 25.47 ••••• Route 36••••• Flow (q) from Route 5 0.044339 289 26'-4'/i' 126.26 2.6350 11'-9'/z' 0.52 289 26-4'/z' 20.44 2% 11'-8'/z' 120 25.99 Flow (q) from Route 15 0.031983 290 26-4'/2' 105.82 2.6350 11'-8'/z' 0.37 26.37 Total(Pt) Route 36 188 13'-7" 3 (See Notes) 8'-4'/2' 120 40.26 ••••• Route 37••••• PO(20'-2") PO(20'-2") 40'-4" 0.000649 193 13'-7" 22.53 3.2600 48'-8" 0.03 40.30 Total(Pt) Route 37 298 26'-4'/2' 65.31 2'/2 (See Notes) 16'-2%" 120 26.78 ..... Route 38 Flow (q) from Route 35 2fE(5-10'/z'), PO(16-5'/i') 28'-3" 0.006378 2.97 283 19'-6" 44.27 2.6350 44'-5% 0.28 30.03 Total(Pt) Route 38 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 ;MA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 18 Job Name: Project Montage Remote Area Number: RMA 3 CC BALLROOM 201 Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 NA 3 CC BALLROOM 20 4/7/2022 2:47:24PM Page 19 Mffi Flow Diagram (Current View) I Job Number: 22-076 usaua M Report Description: Light Hazard (RMA 3 CC BALLROOM 201 1 1 pY 1 I I I 1 I I 1 I I h I I I I I I I I I I 1 �:,, I I I ® ® I o 1 P v 0 0 < o 0 0 0 o UP P P P p jp PU < 0 0 D U 0 o P 0 0 t 1 -----a r-i--b o � I I 0 o I < n I I 0 o I I I 0 rL, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 2:47:33PM Page 20 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 4 CC RESTROOM LIGHT Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1510.1ft2) 196ft2 Pendent 12 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 346.49 @ 24.20 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 63.56 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA4 CC RESI 4/7/2022 2:47:58PM Page 1 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 100 Water Supply Summary Sheet 90 Static Pressure 89.00 Node: 1 46.49 @ 87.75 80 1375.00 @ 73.00 70 60 .N a 2 50 a� IL` 40 30 246.49 @ 24.20 i 346.49 with Hose Allowance at Source 20 S stem demand curve 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:OOPM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 I I 46.49 @ 87.75 80 1375.00 @ 73.00 70 60 .N a 2 50 a� a` 40 30 246.49 @ 20.88 20 346.49 with Hose Allowance at Source S stem demand curve 10 ]111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:OOPM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Liqht Hazard (RMA4 CC RESTROOM) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 1901 19.86 19.60 5.6 12.57 Sprinkler 1902 19.60 19.60 5.6 12.25 Sprinkler 1903 19.95 19.60 5.6 12.70 Sprinkler 1904 21.20 19.60 5.6 14.33 Sprinkler 1905 20.29 19.60 5.6 13.12 Sprinkler 1906 20.02 19.60 5.6 12.78 Sprinkler 1907 20.05 19.60 5.6 12.82 Sprinkler 1908 21.18 19.60 5.6 14.30 Sprinkler 1909 21.15 19.60 5.6 14.26 Sprinkler 1910 20.03 19.60 5.6 12.79 Sprinkler 1911 21.59 19.60 5.6 14.87 Sprinkler 1912 21.57 19.60 5.6 14.84 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:01 PM Page 4 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 87.75 346.49 24.20 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 6'-0" Supply 24.20 246.49 1901 9'-0" Sprinkler 12.57 19.86 1902 9'-0" Sprinkler 12.25 19.60 1903 12'-0" Sprinkler 12.70 19.95 1904 12'-0" Sprinkler 14.33 21.20 1905 9'-0" Sprinkler 13.12 20.29 1906 9'-0" Sprinkler 12.78 20.02 1907 9'-0" Sprinkler 12.82 20.05 1908 9'-0" Sprinkler 14.30 21.18 1909 9'-0" Sprinkler 14.26 21.15 1910 9'-0" Sprinkler 12.79 20.03 1911 9'-0" Sprinkler 14.87 21.59 1912 9'-0" Sprinkler 14.84 21.57 2 -3'-0" 28.01 3 -3'-0" 28.00 6 5'-7'/i' 20.88 102 1'-0" 23.49 109 13'-7" 16.95 112 13'-7" 16.78 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:04PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 119 13'-7" 16.76 123 13'-7" 16.65 124 13'-7" 16.93 125 13'-7" 16.62 127 13'-7" 16.61 128 13'-7" 16.73 129 13'-7" 16.71 131 13'-7" 14.77 134 13'-7" 13.38 136 13'-7" 14.35 137 13'-7" 16.70 138 13'-7" 14.97 139 13'-7" 16.69 142 13'-7" 14.01 144 13'-7" 12.74 146 13'-7" 15.68 147 13'-7" 12.74 154 13'-7" 14.55 159 13'-7" 16.69 164 13'-7" 14.04 166 13'-7" 16.69 170 13'-7" 13.09 177 13'-7" 14.77 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:04PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 179 13'-7" 14.84 182 13'-7" 14.98 185 13'-7" 14.73 186 13'-7" 15.13 187 13'-7" 15.07 188 13'-7" 14.73 191 13'-7" 14.76 193 13'-7" 14.74 194 26'-3'/2' 9.69 195 26-3'/z' 9.69 196 13'-7" 15.16 199 26'-3'/z' 9.69 200 26-3'/z" 9.69 202 13'-7" 15.18 203 26-3'/i' 9.69 205 13'-7" 15.20 206 26'-3'/2' 9.69 207 13'-7" 15.20 208 25'-6'/z' 10.02 209 19'-8" 12.56 210 13'-7" 15.23 211 13'-7" 15.26 212 13'-7" 15.27 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:04PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 281 26-4'/2" 9.66 283 19'-6" 12.63 284 19'-6" 12.63 287 26-4'/z" 9.66 288 26-4'/z' 9.66 289 26-4'/z' 9.66 290 26-4'/i' 9.66 294 26-4'/z" 9.66 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:04PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length g) ( (psi) directly to (Pf) and shown as (Foot) 1902 9'-0" 5.6 19.60 1 (See 3'-7" 120 12.25 ••••• Route 1••••• Sprinkler, 29'-0" -1.99 Notes) 136 13'-7" 19.60 1.0490 0.125357 E(2'-0"), PO(5'-0"), fd(22'-0") 32'-7" 4.09 136 13'-7" 16.06 11/4 (See 19'-5'/2' 120 14.35 Flow (q) from Route 7 6'-10" -0.00 Notes) 123 13'-7" 35.66 1.4180 0.087421 PO(6-10") 26'-4" 2.30 123 13'-7" 69.99 3 (See 4'-111/2" 120 16.65 Flow (q) from Route 3 20'-2" Notes) 124 13'-7" 105.65 3.2600 0.011310 PO(20'-2") 25'-1'/2' 0.28 124 13'-7" 4 6-91/2' 120 16.93 0.003073 109 13'-7" 105.65 4.2600 6'-9'/2' 0.02 109 13'-7" 140.84 4 (See 24'-0" 120 16.95 Flow (q) from Route 2 8'-111/2" 3.44 Notes) 6 5'-7'/2' 246.49 4.2600 0.014732 fE(8'-111/2"), CC 32'-11'/2' 0.49 6 5'-71/2' 4 (See 3'-8" 120 20.88 36-11'/2' 2.01 Notes) 102 1'-0" 246.49 4.2600 0.014732 2f(-0.00), CV(28'-11'/2'), BV(8'- 0.60 102 1'-0" 4 (See 113'-6'/2" 150 23.49 102'-8" 1.73 Notes) 3 -3'-0" 246.49 4.0260 0.012837 3E(15'-1"), 4EE(6-01/2'), PIV(3' 216'-3" 2.78 -0"), T(30'-21/2') 3 -3'-0" 12 (See 69'-51/2' 150 28.00 69'-71/2' Notes) 2 -T-0" 246.49 11.3100 0.000084 T(69'-71/2') 139'-1 " 0.01 2 -T-0" 6 (See 18' 6" 150 28.01 22'-1" -3.90 Notes) 1 6'-0" 246.49 5.8800 0.002029 GV(T-10'/2'), E(18'-2"), S 40'-7" 0.08 100.00 24.20 Hose Allowance At Source Total(Pt) Route 1 1 346.49 1901 9'-0" 5.6 19.86 1 (See 3'-7" 120 12.57 •••••Route2••••• Sprinkler, 29'-0" -1.99 Notes) 131 13'-7" 19.86 1.0490 0.128429 E(2'-0"), PO(5'-0"), fd(22'-0") 32'-7" 4.19 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 9 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 131 13'-7" 9.31 1'/4 (See 26'-6'/z' 120 14.77 Flow (q) from Route 9 6'-10" Notes) 112 13'-7" 29.17 1.4180 0.060272 PO(6'-10") 33'-4'/z' 2.01 112 13'-7" 111.67 4 (See 5'-11'/z" 120 16.78 Flow (q) from Route 5 26'-4" Notes) 109 13'-7" 140.84 4.2600 0.005231 PO(26'-4") 32'-3'/z' 0.17 16.95 Total(Pt) Route 2 1903 12'-0" 5.6 19.95 1 (See 3'-6'/2' 120 12.70 ••••• Route 3••••• Sprinkler, 7'-0" -0.68 Notes) 134 13'-7" 19.95 1.0490 0.129568 E(2'-0"), PO(5'-0") 10'-6'/z' 1.37 134 13'-7" 21.40 1'/4 (See 21'-3" 120 13.38 Flow (q) from Route 4 6'-10" Notes) 125 13'-7" 41.35 1.4180 0.114965 PO(6'-10") 28'-1'/2' 3.23 125 13'-7" 28.63 3 6-0'/2' 120 16.62 Flow (q) from Route 10 0.005279 123 13'-7" 69.99 3.2600 6-0'/2' 0.03 16.65 Total(Pt) Route 3 1906 9'-0" 5.6 20.02 1 (See 5'-11" 120 12.78 ••••• Route 4••••• Sprinkler, 9'-0" -1.98 Notes) 144 13'-7" 20.02 1.0490 0.130322 2E(2'-0"), PO(5'-0") 14'-11 " 1.94 144 13'-7" 1.39 1'/4 (See 14'-1'/2" 120 12.74 Flow (q) from Route 6 4'-9" Notes) 134 13'-7" 21.40 1.4180 0.033988 2E(2'-4'/z') 18'-11 " 0.64 13.38 Total(Pt) Route 4 1910 9'-0" 5.6 20.03 1 (See 6'-6" 120 12.79 ••••• Route 5••••• Sprinkler, 11'-0" -1.98 Notes) 170 13'-7" 20.03 1.0490 0.130466 3E(2'-0"), PO(5'-0") 17'-6" 2.28 170 13'-7" 18.67 1'/4 (See 9'-3'/2" 120 13.09 Flow (q) from Route 21 6' -10" Notes) 188 13'-7" 38.70 1.4180 0.101665 PO(6'-10") 16'-2" 1.64 188 13'-7" 14.14 3 9'-6" 120 14.73 Flow (q) from Route 11 0.003139 191 13'-7" 52.84 3.2600 0.03 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 10 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 191 13'-7" 21.59 3 0'-7'/2' 120 14.76 Flow (q) from Route 12 0.005916 177 13'-7" 74.43 3.2600 0'-7'/2' 0.00 177 13'-7" 25.37 3 T-5'/2' 120 14.77 Flow (q) from Route 8 0.010179 179 13'-7" 99.81 3.2600 0.08 179 13'-7" 11.86 10'-8" 120 14.84 Flow (q) from Route 23 0.012530 182 13'-7" 111.67 E32600] 10'-8" 0.13 182 13'-7" 1'/4 (See Notes) 72'-11" 120 14.98 4E(T-5"), PO(6'-10") 27'-41/2' 0.017748 119 13'-7" 15.06 1.4180 100'-4" 1.78 119 13'-7" 96.61 4 7'-3" 120 16.76 Flow (q) from Route 13 0.003405 F2 13'-7" 111.67 4.2600 7'-3" 0.02 16.78 Total(Pt) Route 5 1907 9'-0" 5.6 20.05 1 (See Notes) 5'-6" 120 12.82 ••••• Route 6••••• Sprinkler, 2E(2'-0"), PO(5'-0") 9'-0" 0.130785 -1.98 147 13'-7" 20.05 1.0490 14'-6" 1.89 147 13'-7" 1'/4 T-1" 120 12.74 0.000215 144 13'-7" 1.39 1.4180 7'-1 " 0.00 12.74 Total(Pt) Route 6 1905 9'-0" 5.6 20.29 1 (See Notes) 7'-5" 120 13.12 ••••• Route 7••••• Sprinkler, T(5-0"), 2E(2'-0"), PO(5'-0") 14'-0" 0.133601 -1.98 142 13'-7" 20.29 1.0490 21'-5" 2.86 142 13'-7" 1'/4 (See Notes) 12'-3" 120 14.01 2E(2'-41/2') 4'-9" 0.019990 0.00 136 13'-7" 16.06 1.4180 /�2] 0.34 14.35 Total(Pt) Route 7 1909 9'-0" 5.6 21.15 1 (See Notes) 5'-2'/2' 120 14.26 ..... Route 8 Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.144292 -1.98 164 13'-7" 21.15 1.0490 12'-2'/2' 1.76 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 11 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 164 13' 7" 4.22 1'/4 (See Notes) 8'-9" 120 14.04 Flow (q) from Route 22 PO(6'-10") 6'-10" 0.046560 -0.00 177 13'-7" 25.37 1.4180 15'-7'/z' 0.73 14.77 Total(Pt) Route 8 1908 9'-0" 5.6 21.18 1 (See Notes) 8'-5" 120 14.30 ••••• Route 9••••• Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.144641 -1.98 154 13'-7" 21.18 1.0490 15'-5" 2.23 154 13'-7" 1'/4 (See Notes) 25-9'/z' 120 14.55 2E(2'-4'/2') 4'-9„ 0.007289 131 13'-7" 9.31 1.4180 30'-6'/z' 0.22 14.77 Total(Pt) Route 9 1904 12'-0" 5.6 21.20 1 (See Notes) 2'-1" 120 14.33 ••••• Route 10••••• Sprinkler, E(2'-0"), PO(5'-0") 7'-0" -0.68 138 13'-7" 21.20 1.0490 91-11,0.144966 1.31 138 13'-7" 7.43 1'/4 (See Notes) 21'-3" 120 14.97 Flow (q) from Route 36 PO(6-10") 6'-10" 0.058234 127 13'-7" 28.63 1.4180 28' -1'/i' 1.64 127 13'-7" 3 8'-6" 120 16.61 0.001010 125 13'-7" 28.63 3.2600 8'-6" 0.01 16.62 Total(Pt) Route 10 1912 9'-0" 5.6 21.57 1 (See Notes) 5'-6" 120 14.84 ..... Route 11 Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.149716 -1.98 185 13'-7" 21.57 1.0490 12'-6" 1.87 185 13'-7" 3 1'-8" 120 14.73 0.000274 188 13'-7" 14.14 3.2600 1'-8" 0.00 14.73 Total(Pt) Route 11 1911 9'-0" 5.6 21.59 1 (See Notes) 5-6" 120 14.87 ••••• Route 12••••• Sprinkler, E(2'-0"), PO(5'-0") 7'-0" 0.149969 -1.98 191 13'-7" 21.59 1.0490 12'-6" 1.87 14.76 Total(Pt) Route 12 �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 12 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (oot F) Friction(Pf) 283 19' 6" 1.14 + 0.21 2'/z (See Notes) 6'-8" 120 12.63 ..... Route 13 Flow (q) from Route 14 and 30 PO(16-5'/z') , 16'-5 /z 0.000010 284 19'-6" 1.35 2.6350 23'-2" 0.00 284 19'-6" 1'/4 (See Notes) 130'-5" 120 12.63 6E(2'-4'/z'), PO(6'-10") 21'-1'/z" 0.000205 2.57 210 13'-7" 1.35 1.4180 151'-6'/2' 0.03 210 13'-7" 28.63 3 (See Notes) 4'-8" 120 15.23 Flow (q) from Route 29 PO(20'-2") 20'-2" 0.001101 211 13'-7" 29.99 3.2600 24'-10" 0.03 211 13'-7" 1'/4 (See Notes) 73'-10'/2" 120 15.26 Z, PO(6-10") 6'-10" 0.017736 159 13'-7" 15.06 1.4180 80'-8'/z' 1.43 159 13'-7" 14.93 4 10'-11" 120 16.69 Flow (q) from Route 20 0.000299 139 13'-7" 29.99 4.2600 10'-11 " 0.00 139 13'-7" 15.24 4 10'-9" 120 16.69 Flow (q) from Route 32 0.000640 137 13'-7" 45.23 4.2600 10'-9" 0.01 137 13'-7" 20.13 4 12'-3" 120 16.70 Flow (q) from Route 18 0.001264 129 13'-7" 65.36 4.2600 12'-3" 0.02 129 13'-7" 15.78 4 6'-3" 120 16.71 Flow (q) from Route 17 0.001886 128 13'-7" 81.14 4.2600 6'-3" 0.01 128 13'-7" 15.47 4 12'-2" 120 16.73 Flow (q) from Route 19 0.002604 119 13'-7" 96.61 4.2600 12'-2" 0.03 16.76 Total(Pt) Route 13 288 26-4'/z' 0.16 + 0.16 2'/z 11'-10'/z" 120 9.66 ••••• Route 14••••• Flow (q) from Route 15 and 34 0.000001 281 26'-4'/z' 0.31 2.6350 11'-10'/z' 0.00 281 26'-4'/z' 0.15 21/2 11'-9'/i' 120 9.66 Flow (q) from Route 16 0.000001 289 26'-4'/z' 0.47 2.6350 11'-9'/i' 0.00 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 13 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 289 26-4'/2' 0.16 2% 11'-8'/2' 120 9.66 Flow (q) from Route 33 0.000002 290 26'-4'/2' 0.63 2.6350 11'-8'/2' 0.00 290 26'-4'/2' 0.16 2% 12'-5'/2' 120 9.66 Flow (q) from Route 35 0.000004 294 26-4'/2' 0.79 2.6350 12'-5'/2' 0.00 294 26-4'/2' 0.17 2% 10'-8" 120 9.66 Flow (q) from Route 31 0.000005 298 26'-4'/2' 0.96 2.6350 10'-8" 0.00 298 26' 4'/2' 0.18 2% (See Notes) 16'-2'/2' 120 9.66 Flow (q) from Route 26 2fE(5-10'/2'), PO(16'-5'/2') 28'-Y 0.000007 2.97 283 19'-6" 1.14 2.6350 44'-5'/2' 0.00 12.63 Total(Pt) Route 14 206 26-3'/2' 0.96 3 12'-5%" 120 9.69 ••••• Route 15••••• Flow (q) from Route 25 0.000001 203 26'-3'/2' 0.79 3.2600 12'-5'/2' 0.00 203 26-3'/2' 3 11'-8'/2' 120 9.69 0.000001 199 26'-3'/2' 0.63 3.2600 11'-8'/i' 0.00 199 26-3'/2' 3 11'-9'/2' 120 9.69 0.000000 194 26-3'/2' 0.47 3.2600 11'-9'/2' 0.00 194 26-3'/2' 3 (See Notes) 11'-10'/2" 120 9.69 PO(20'-2") 20,-2„ 0.000000 195 26'-3'/2' 0.31 3.2600 32'-0'/2' 0.00 195 26'-3'/2' 3 (See Notes) 12'-8%" 120 9.69 PO(20' 2") PO(20'-2") 40'-4" 0.000000 200 26'-3'/2' 0.16 3.2600 0.00 200 26-3'/2' 1'/4 (See Notes) 129'-9" 120 9.69 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.000004 -0.03 287 26'-4/2' 0.16 1.4180 141'-4'/2' 0.00 287 26-4'/2' 2% 12'-8%" 120 9.66 0.000000 288 26'-4'/2' 0.16 2.6350 12'-8'/2' 0.00 ��h ©M.E.P.CAD, Inc. 411 AutoSPRINK 2019 05.1.23.0 RMA4 CC RESTROOM 4/7/2022 2:48:06PM Page 14 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 9.66 I Total(Pt) Route 15 194 26-3'/2' 1'/4 (See Notes) 130'-3" 120 9.69 ••••• Route 16••••• 2E(2'-4/2'), PO(6'-10") 18'-5'/2' 0.000004 -0.03 281 26'-4 /2' 0.15 1.4180 148'-8'/2' 0.00 9.66 Total(Pt) Route 16 182 13'-7" 15.06 3 91-91, 120 14.98 ..... Route 17 Flow (q) from Route 5 0.009584 187 13'-7" 96.61 3.2600 9'-9" 0.09 187 13'-7" 3 8'-3" 120 15.07 0.006940 186 13'-7" 81.14 3.2600 0.06 186 13'-7" 1'/4 (See Notes) 68'-4" 120 15.13 PO(6-10") 13'-8'/2' 0.019336 129 13'-7" 15.78 1.4180 82'-0'/i' 1.59 16.71 Total(Pt) Route 17 146 13' 7" 10.01 + 10.12 1'/4 (See Notes) 26'-7%" 120 15.68 ..... Route 18 Flow (q) from Route 27 and 28 PO(6'-10") 6'-10" 0.030352 137 13'-7" 20.13 1.4180 33'-6" 1.02 16.70 Total(Pt) Route 18 187 13'-7" 1'/4 (See Notes) 70'-4" 120 15.07 ..... Route 19 PO(6'-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.018643 128 13'-7" 15.47 1.4180 88'-9'/2' 1.66 16.73 Total(Pt) Route 19 166 13' 7" 14.93 4 9'-2'/2' 120 16.69 ••••• Route 20••••• Flow (q) from Route 24 0.000082 159 13'-7" 14.93 4.2600 9'-2 /z 0.00 16.69 Total(Pt) Route 20 13'-4'/2' 120 12.74 ••••• Route 21••••• Flow (q) from Route 6 0.026396 170 13'-7" 18.67 1.4180 13'-4'/2' 0.35 13.09 Total(Pt) Route 21 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 15 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 142 13' 7" 16.06 1'/4 21'-0'/z' 120 14.01 ••••• Route 22••••• Flow (q) from Route 7 0.001688 -0.00 164 13'-7" 4.22 1.4180 21'-0'/i' 0.04 14.04 Total(Pt) Route 22 154 13'-7" 9.31 1'/4 (See Notes) 19'-0'/z" 120 14.55 ••••• Route 23••••• Flow (q) from Route 9 PO(6'-10") 6'-10" 0.011412 179 13'-7" 11.86 1.4180 25-10'/2' 0.30 14.84 Total(Pt) Route 23 211 13'-7" 3 (See Notes) 9'-2'/z' 120 15.26 ..... Route 24 PO(20'-2") PO(20'-2") 40'-4" 0.000303 212 13'-7" 14.93 3.2600 49'-6'/i' 0.02 212 13'-7" 1'/4 (See Notes) 74'-3" 120 15.27 PO(6'-1011) 6'-10" 0.017455 166 13'-7" 14.93 1.4180 r81'-1'/2" 1.42 16.69 Total(Pt) Route 24 209 19'-8" 3 5'-10'/z" 120 12.56 ••••• Route 25••••• 0.000003 -2.55 208 25'-6'/i' 1.14 3.2600 5'-10'/z' 0.00 208 25'-6'/z' 3 (See Notes) 10'-2" 120 10.02 fE(6'-8'/z') 6'-8'/z' 0.000002 -0.33 206 26'-3'/i' 0.96 3.2600 16'-10'/2' 0.00 9.69 Total(Pt) Route 25 208 25-6/2" ' 1'/4 (See Notes) 131'-2' '/2 120 10.02 ..... Route 26 PO(6'-10") 3E(2'-4'/2'), PO(6-10") 20'-10" 0.000005 -0.35 298 26'-41/2' 0.18 1.4180 152'-0'/2' 0.00 9.66 Total(Pt) Route 26 186 13'-7" 15.78 3 6'-0" 120 15.13 ..... Route 27 Flow (q) from Route 17 0.004652 196 13'-7" 65.36 3.2600 6'-0" 0.03 196 13'-7" 1'/4 (See Notes) 47'-11'/z" 120 15.16 PO(6' 10") E(2'-4'/z'), T(6'-0'/z') 15'-3" 0.008333 146 13' 7" 10.01 1.4180 63' 2'/z' 0.53 15.68 Total(Pt) Route 27 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 16 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 196 13'-7" 10.01 3 8'-0" 120 15.16 • • • • • Route 28 Flow (q) from Route 27 0.003420 202 13'-7" 55.35 3.2600 8'-0" 0.03 202 13'-7" 1'/4 (See Notes) 43'-5'/z' 120 15.18 PO(6' 10") E(2'-4'/z'), T(6'-0'/z') 15'-3" 0.008506 146 13'-7" 10.12 1.4180 58'-8'/z' 0.50 15.68 Total(Pt) Route 28 202 13'-7" 10.12 3 5'-11'/2' 120 15.18 ••••• Route 29••••• Flow (q) from Route 28 0.002354 205 13'-7" 45.23 3.2600 5'-11'/2' 0.01 205 13'-7" 3 T-0'/2' 120 15.20 0.002225 207 13'-7" 43.88 3.2600 0.01 207 13'-7" 3 (See Notes) 12'-2" 120 15.20 2fE(6'-8'/2') 13'-5/2' 0.001010 210 13'-7" 28.63 3.2600 25'-7" 0.03 15.23 Total(Pt) Route 29 205 13'-7" 3 (See Notes) 12'-0" 120 15.20 ••••• Route 30••••• fT(17'-5'/2') fE(6'-8'/z") 24'-2'/i' 0.000004 -2.64 209 19'-8" 1.35 3.2600 36'-2'/i' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 12.56 11 E(2'-4'/i'), PO(6'-10") 39'-10'/2" 0.000006 0.07 283 19'-6" 0.21 1.4180 173'-1 " 0.00 12.63 Total(Pt) Route 30 206 26' 3'/z' 0.96 1'/4 (See Notes) 129'-9" 120 9.69 ..... Route 31 PO(6'-10"), Flow (q) from Route 25 2E(2'-4'/z'), PO(6'-10") 18'-5/2' 0.000005 -0.03 294 26'-4'/i' 0.17 1.4180 148'-2 /2' 0.00 9.66 Total(Pt) Route 31 207 13'-7" 1'/4 (See Notes) 68'-4" 120 15.20 ..... Route 32 PO(6-10") PO(6-10") 13'-8'/2' 0.018137 139 13'-7" 15.24 1.4180 82'-0'/2' 1.49 16.69 Total(Pt) Route 32 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 17 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 199 26'-3'/2' 1'/4 (See 130'-3" 120 9.69 ••••• Route 33••••• 18'-5'/2' -0.03 Notes) 289 26'-4/2' 0.16 1.4180 0.000004 2E(2'-4'/2'), PO(6'-10") 148'-8'/2' 0.00 9.66 Total(Pt) Route 33 195 26-3'/2' 0.16 1'/4 (See 130'-3" 120 9.69 ..... Route 34 Flow (q) from Route 15 11'-7'/2' -0.03 Notes) 288 26'-4/2' 0.16 1.4180 0.000004 2E(2'-4'/2'), PO(6'-10") 141'-10'/z' 0.00 9.66 Total(Pt) Route 34 203 26' 3'/2' 1'/4 (See 129'-10" 120 9.69 ..... Route 35 PO(6'-10") 18'-5'/2' -0.03 Notes) 290 26-4'/2' 0.16 1.4180 0.000004 2E(2'-4'/2'), PO(6-10") 148'-3/z 0.00 9.66 Total(Pt) Route 35 193 13'-7" 7.43 1'/4 (See 43'-9%" 120 14.74 ••••• Route 36••••• Flow (q) from Route 37 4'-9" Notes) 138 13'-7" 7.43 1.4180 0.004802 2E(2'-4'/2') 48'-6'/2' 0.23 14.97 Total(Pt) Route 36 185 13'-7" 14.14 3 (See 6'-8'/2' 120 14.73 ..... Route 37 Flow (q) from Route 11 20'-2" Notes) 193 13'-7" 7.43 3.2600 0.000083 PO(20'-2") 26'-10" 0.00 14.74 Total(Pt) Route 37 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 18 Job Name: Project Montage Remote Area Number: RMA 4 CC RESTROOM Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 4 CC RESTROOM 4/7/2022 2:48:06PM Page 19 +� Flow Diagram (Current View) Job Number:22-076 Report Description: Light Hazard (RMA 4 CC RESTROOM 1 1 pt 1 I I O ®I I 1 I I 1 I I 1 I I � I I I I I I I I 1 1 � 1 1 } �:,, 1 1 o ® i II+I +III p ®ll 1Ll Jp MMM eee ` _ t t �>> >> > p I o o p D p I I p n a Dn p Dn h � n> n p p U p D U p pI n El o p , f t 1 p o p p p p pL p pL p p 0 0 o �4, © M.E.P.CAD, Inc. 8jjj AutoSPRINK 2019 05.1.23.0 4/7/2022 2:48:15PM Page 20 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 5 CC STORAGE CC Ordinary Group II ORD GRP II 0.20gpm/ft2 1500ft2 (Actual 1519.3ft2) 112ft2 Pendent 20 0 N/A gpm at Node 250.00 at Node N/A 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 711.52 @ 45.92 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 38.35 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 5 CC STOF 4/7/2022 2:48:48PM Page 1 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 100 Water Supply Summary Sheet 90 Static Pressure 89.00 Node: 1 711.52 80 1375.00 @ 73.00 70 60 .N a 3 50 y IL 461.52 @ 45.92 711.52 with Hose Allowance at Source 40 30 System demand curve 20 10 a 0300 600 9aa 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:49PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 711.52 @ 84.27 80 1375.00 @ 73.00 70 60 .N a 50 a� a` 40 461.52 @ 35.01 TV 711.52 i with Hose Allowance at Source 30 20 System demand curve 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:49PM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Ordinary Group II (RMA 5 CC STORAGE) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 1801 23.30 22.40 5.6 17.31 Sprinkler 1802 24.28 22.40 5.6 18.80 Sprinkler 1803 23.45 22.40 5.6 17.54 Sprinkler 1804 23.19 22.40 5.6 17.15 Sprinkler 1805 22.42 22.40 5.6 16.03 Sprinkler 1806 22.52 22.40 5.6 16.17 Sprinkler 1807 22.80 22.40 5.6 16.58 Sprinkler 1808 23.84 22.40 5.6 18.12 y Sprinkler 1809 22.40 22.40 5.6 16.00 Sprinkler 1810 23.18 22.40 5.6 17.14 Sprinkler 1811 22.98 22.40 5.6 16.85 Sprinkler 1812 22.49 22.40 5.6 16.13 Sprinkler 1813 22.49 22.40 5.6 16.13 Sprinkler 1814 22.57 22.40 5.6 16.24 Sprinkler 1815 23.46 22.40 5.6 17.54 Sprinkler 1816 23.29 22.40 5.6 17.29 Sprinkler 1817 23.23 22.40 5.6 17.21 Sprinkler 1818 23.21 22.40 5.6 17.17 Sprinkler 1819 23.21 22.40 5.6 17.17 Sprinkler 1820 23.22 22.40 5.6 17.19 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:48:51 PM Page 4 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 84.27 711.52 45.92 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 163 13'-7" 19.47 165 13'-7" 22.00 166 13'-7" 28.49 167 13'-7" 19.24 169 13'-7" 20.88 171 13'-7" 20.73 175 13'-7" 19.41 176 13'-7" 19.41 177 13'-7" 21.94 178 13'-7" 20.89 179 13'-7" 21.84 182 13'-7" 21.62 183 13'-7" 19.55 186 13'-7" 21.27 187 13'-7" 21.37 188 13'-7" 22.00 192 13'-7" 21.27 193 13'-7" 22.04 194 26'-3'/2' 15.73 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:53PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 195 26'-3'/2' 15.73 196 13'-7" 21.23 197 13'-7" 21.25 198 13'-7" 21.39 199 26-3'/z' 15.73 200 26-3'/z' 15.73 201 13'-7" 21.23 202 13'-7" 21.23 203 26'-3'/2' 15.73 204 13'-7" 21.23 205 13'-7" 21.24 206 26'-3'/z' 15.73 207 13'-7" 21.25 208 25'-6'/z' 16.06 209 19'-8" 18.60 210 13'-7" 21.38 211 13'-7" 21.51 212 13'-7" 21.58 281 26-4'/z' 15.71 283 19'-6" 18.68 284 19'-6" 18.68 287 26-4'/z" 15.71 288 26-4'/z" 15.71 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:53PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 289 26-4'/2" 15.71 290 26-4'/z' 15.71 294 26-4'/z' 15.71 1 6'-0" Supply 45.92 461.52 1801 9'-01, Sprinkler 17.31 23.30 1802 9'-01, Sprinkler 18.80 24.28 1803 9'-01, Sprinkler 17.54 23.45 1804 9'-01, Sprinkler 17.15 23.19 1805 9'-01, Sprinkler 16.03 22.42 1806 9'-01, Sprinkler 16.17 22.52 1807 9'-01, Sprinkler 16.58 22.80 1808 9'-01, Sprinkler 18.12 23.84 1809 9'-01, Sprinkler 16.00 22.40 1810 9'-01, Sprinkler 17.14 23.18 1811 9'-01, Sprinkler 16.85 22.98 1812 9'-01, Sprinkler 16.13 22.49 1813 9'-01, Sprinkler 16.13 22.49 1814 9'-01, Sprinkler 16.24 22.57 1815 9'-01, Sprinkler 17.54 23.46 1816 9'-01, Sprinkler 17.29 23.29 1817 9'-01, Sprinkler 17.21 23.23 1818 9'-01, Sprinkler 17.17 23.21 1819 9'-01, Sprinkler 17.17 23.21 ©M.E.P.CAD, Inc. 19AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:53PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1820 9'-0" Sprinkler 17.19 23.22 2 -3'-0" 49.56 3 -3'-0" 49.52 6 5-7'/z' 35.01 102 1'-0" 38.93 109 13-7" 30.02 112 13'-7" 29.11 119 13'-7" 28.94 123 13'-7" 29.67 124 13'-7" 29.99 125 13'-7" 29.64 127 13'-7" 29.62 128 13'-7" 28.72 129 13-7" 28.65 137 13'-7" 28.55 139 13'-7" 28.51 145 13'-7" 22.88 146 13'-7" 20.89 149 13'-7" 21.24 156 13'-7" 20.95 159 13'-7" 28.49 160 13'-7" 19.28 162 13'-7" 20.74 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:48:53PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length g) ( (psi) directly to (Pf) and shown as (Foot) 1809 9'-0" 5.6 22.40 1 (See 3'-7" 120 16.00 ••••• Route 1••••• Sprinkler, 29'-0" -1.99 Notes) 167 13'-7" 22.40 1.0490 0.160485 E(2'-0"), PO(5'-0"), fd(22'-0") 32'-7" 5.23 167 13'-7" 1'/4 9'-0" 120 19.24 0.003980 160 13'-7" 6.71 1.4180 9'-0" 0.04 160 13'-7" 22.42 1'/4 (See 18'-5" 120 19.28 Flow (q) from Route 2 8'-5" Notes) 146 13'-7" 29.13 1.4180 0.060133 E(2'-4'/z'), T(6'-0'/z') 26'-9'/z' 1.61 146 13' 7" 30.84 1'/< (See 26'-7'/z' 120 20.89 Flow (q) from Route 3 6'-10" Notes) 137 13'-7" 59.98 1.4180 0.228690 PO(6'-10") 7.66 137 13'-7" 118.20 4 12'-3" 120 28.55 Flow (q) from Route 6 0.008081 129 13'-7" 178.17 4.2600 12'-3" 0.10 129 13'-7" 49.85 4 6'-3" 120 28.65 Flow (q) from Route 9 0.012756 128 13'-7" 228.03 4.2600 6'-3" 0.08 128 13'-7" 44.48 4 12'-2" 120 28.72 Flow (q) from Route 7 0.017737 119 13'-7" 272.51 4.2600 12'-2" 0.22 119 13'-7" 42.48 4 7'-3" 120 28.94 Flow (q) from Route 4 0.023189 112 13'-7" 314.99 4.2600 7'-3" 0.17 112 13' 7" 34.21 4 (See 5'-11'/z' 120 29.11 Flow (q) from Route 44 26'-4" Notes) 109 13'-7" 349.20 4.2600 0.028062 PO(26'-4") 32'-3'/z' 0.91 109 13'-7" 112.32 4 (See 24'-0" 120 30.02 Flow (q) from Route 21 8'-11'/z" 3.44 Notes) 6 5'-7/2' 461.52 4.2600 0.047009 fE(8'-11'/2"), CC 32'-11'/z' 1.55 6 5'-7'/i' 4 (See 3'-8" 120 35.01 36'-11'/z" 2.01 Notes) 102 1'-0" 461.52 4.2600 0.047009 2f(-0.00), CV(28'-11'/i'), BV(8'- r4O'-71/2'. 1.91 0„) �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 9 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 1'-0" 4 (See Notes) 11 S-6'/z' 150 38.93 3E(15'-1"), 4EE(6-01/i'), PIV(3' -0"), T(30'-21/2') 102'-8" 0.040962 1.73 3 -3-0" 461.52 4.0260 216'-3" 8.86 3 4-0" 12 (See Notes) 69'-51/2' 150 49.52 T(69'-7'/2') 69'-71/z' 0.000268 2 -3'-0" 461.52 11.3100 139'-1 " 0.04 2 3' 0" 6 (See Notes) 18'-6" 150 49.56 GV(T-10'/2'), E(18'-2"), S 22'-1" 0.006475 -3.90 1 6'-0" 461.52 5.8800 r49-7- 0.26 250.00 45.92 Hose Allowance At Source Total(Pt) Route 1 1 711.52 1805 9'-0" 5.6 22.42 1 (See Notes) 3'-7" 120 16.03 ••••• Route 2••••• Sprinkler, E(2'-0"), P0(5-0"), fd(22'-0") 29'-0" 0.160741 -1.99 160 13'-7" 22.42 1.0490 32'-7" 5.24 19.28 Total(Pt) Route 2 1812 9'-0" 5.6 22.49 1 (See Notes) 3'-7" 120 16.13 ••••• Route 3••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.161659 -1.99 175 13'-7" 22.49 1.0490 32'-7" 5.27 175 13'-7" 11/4 10'-0" 120 19.41 0.005922 163 13'-7" 8.32 1.4180 10'-0" 0.06 163 13'-7" 22.52 11/4 (See Notes) 12'-11" 120 19.47 Flow (q) from Route 5 E(2'-41/z'), T(6'-0'/z') 8'-5" 0.066821 146 13'-7" 30.84 1.4180 21'-3'/z' 1.42 20.89 Total(Pt) Route 3 1813 9'-0" 5.6 22.49 1 (See Notes) 3'-7" 120 16.13 ••••• Route 4••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.161724 -1.99 176 13'-7" 22.49 1.0490 32'-7" 5.27 176 13'-7" 15.69 1'/4 (See Notes) 11'-51/2" 120 19.41 Flow (q) from Route 42 PO(6'-10") 6'-14"" 0 0.099167 196 13'-7" 38.18 1.4180 18'- 1.82 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 10 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 196 13'-7" 35.46 3 6'-0" 120 21.23 Flow (q) from Route 12 0.005800 186 13'-7" 73.64 3.2600 6'-0" 0.03 186 13'-7" 19.82 3 1'-0" 120 21.27 Flow (q) from Route 33 0.009014 192 13'-7" 93.46 3.2600 0.01 192 13'-7" 23.23 3 7'-3" 120 21.27 Flow (q) from Route 14 0.013591 187 13'-7" 116.69 3.2600 7'-3" 0.10 187 13'-7" 24.76 3 0'-9" 120 21.37 Flow (q) from Route 8 0.019402 198 13'-7" 141.44 3.2600 0.01 198 13'-7" 23.29 3 9'-0" 120 21.39 Flow (q) from Route 15 0.025722 182 13'-7" 164.73 3.2600 9'-0" 0.23 182 13'-7" 1'/4 (See Notes) 29'-7'/z' 120 21.62 4E(3'-5") 20'-6'/z' 0.025177 145 13'-7" 18.20 1.4180 50'-2" 1.26 145 13' 7" 24.28 1'/4 (See Notes) 43'-3'/z' 120 22.88 Flow (q) from Route 20 P0(6-10") 6'-10" 0.120810 119 13'-7" 42.48 1.4180 50'-2" 6.06 28.94 Total(Pt) Route 4 1806 9'-0" 5.6 22.52 1 (See Notes) 3'-7" 120 16.17 ••••• Route 5••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.162081 -1.99 163 13'-7" 22.52 1.0490 32'-7" 5.28 19.47 Total(Pt) Route 5 1814 9'-0" 5.6 22.57 1 (See Notes) 3'-7" 120 16.24 ••••• Route 6••••• Sprinkler, E(2'-0"), P0(5-0"), fd(22'-0") 29'-0" 0.162703 -1.99 183 13'-7" 22.57 1.0490 32'-7" 5.30 183 13'-7" 14.17 1'/4 (See Notes) 11'-3'/z' 120 19.55 Flow (q) from Route 41 P0(6-10") 6'-10" 0.092330 202 13'-7" 36.73 1.4180 18'-2" 1.68 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 11 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 202 13'-7" 3 1'-0" 120 21.23 0.000756 204 13'-7" 24.48 3.2600 1'-0" 0.00 204 13'-7" 23.21 3 4'-11'/2" 120 21.23 Flow (q) from Route 11 0.002596 205 13'-7" 47.69 3.2600 4'-11'/2' 0.01 205 13'-7" 3 T-0'/2' 120 21.24 0.002311 207 13'-7" 44.78 3.2600 3'-0'/2' 0.01 207 13'-7" 3 (See Notes) 12'-2" 120 21.25 2fE(6-8'/2') 13'-5'/2' 0.004965 210 13'-7" 67.71 3.2600 25'-7" 0.13 210 13'-7" 2.90 3 (See Notes) 4'-8" 120 21.38 Flow (q) from Route 22 PO(20'-2") 20'-2" 0.005367 211 13'-7" 70.61 3.2600 24'-10" 0.13 211 13'-7" 1'/4 (See Notes) 73'-10'/2' 120 21.51 Z, P0(6-10") 6'-10" 0.086488 159 13'-7" 35.46 1.4180 80'-8'/2' 6.98 159 13'-7" 35.15 4 10'-11" 120 28.49 Flow (q) from Route 26 0.001458 139 13'-7" 70.61 4.2600 10'-11 " 0.02 139 13'-7" 47.59 4 10'-9" 120 28.51 Flow (q) from Route 13 0.003782 137 13'-7" 118.20 4.2600 10'-9" 0.04 28.55 Total(Pt) Route 6 1807 9'-0" 5.6 22.80 1 (See Notes) 6'-11" 120 16.58 ••••• Route 7••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.165888 -1.99 169 13'-7" 22.80 1.0490 37'-11 " 6.29 169 13'-7" 1'/4 10'-9" 120 20.88 0.032910 149 13'-7" 21.03 1.4180 10'-9" 0.35 149 13'-7" 23.45 1'/4 (See Notes) 45-3'/2' 120 21.24 Flow (q) from Route 17 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.131563 128 13'-7" 44.48 1.4180 56'-11 " 7.49 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 12 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 28.72 I Total(Pt) Route 7 1811 9'-0" 5.6 22.98 1 (See Notes) 4'-10" 120 16.85 ••••• Route 8••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.168313 -1.99 178 13'-7" 22.98 1.0490 35'-10" 6.03 178 13'-7" 1.77 1'/4 (See Notes) 4'-0'/2' 120 20.89 Flow (q) from Route 34 PO(6'-10") 6' 10" 0.044495 187 13'-7" 24.76 1.4180 10'-11 " 0.48 21.37 Total(Pt) Route 8 1810 9'-0" 5.6 23.18 1 (See Notes) T-7" 120 17.14 ••••• Route 9••••• Sprinkler, E(2'-0"), P0(5-0"), fd(22'-0") 29'-0" 0.171041 -1.99 171 13'-7" 23.18 1.0490 32'-7" 5.57 171 13'-7" 1'/4 12'-3" 120 20.73 0.001108 162 13'-7" 3.36 1.4180 12'-3" 0.01 162 13'-7" 23.19 1'/4 4'-1" 120 20.74 Flow (q) from Route 10 0.050662 156 13'-7" 26.56 1.4180 4'-1 " 0.21 156 13'-7" 23.30 1'/4 (See Notes) 40'-6'/i' 120 20.95 Flow (q) from Route 16 P0(6-10") 6'-10" 0.162460 129 13'-7" 49.85 1.4180 47'-4'/i' 7.70 28.65 Total(Pt) Route 9 1804 9'-0" 5.6 23.19 1 (See Notes) 3'-7" 120 17.15 •••••Route10••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.171137 -1.99 162 13'-7" 23.19 1.0490 32'-7" 5.58 20.74 Total(Pt) Route 10 1819 9'-0" 5.6 23.21 1 (See Notes) 4'-3'/2' 120 17.17 ••••• Route 11••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.171324 -1.99 204 13'-7" 23.21 1.0490 35'-3'/2' 6.05 21.23 Total(Pt) Route 11 1818 9' 0" 5.6 23.21 1 (See Notes) 4'-3' '/z 120 17.17 ••••• Route 12••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.171329 -1.99 201 IT-7 23.21 1.0490 35'-3'/z' 6.05 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 13 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 13'-7" 12.25 3 1'-0" 120 21.23 Flow (q) from Route 45 0.001500 196 13'-7" 35.46 3.2600 1'-0" 0.00 21.23 Total(Pt) Route 12 1820 9'-0" 5.6 23.22 1 (See Notes) 4'-3'/2' 120 17.19 ••••• Route 13••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.171463 -1.99 207 13'-7" 23.22 1.0490 35'-3'/2' 6.05 207 13'-7" 1'/4 (See Notes) 13'-3'/z' 120 21.25 PO(6' 10") 6'-10" 0.000012 197 13'-7" 0.29 1.4180 20'-2" 0.00 197 13'-7" 23.46 1'/4 18'-3" 120 21.25 Flow (q) from Route 18 0.041198 165 13'-7" 23.75 1.4180 18'-3" 0.75 165 13'-7" 23.84 1'/4 (See Notes) 36-9'/z' 120 22.00 Flow (q) from Route 19 P0(6-10") 6'-10" 0.149050 139 13'-7" 47.59 1.4180 43'-7'/z' 6.50 28.51 Total(Pt) Route 13 1817 9'-0" 5.6 23.23 1 (See Notes) 4'-3'/z' 120 17.21 ••••• Route 14••••• Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.171645 -1.99 192 13'-7" 23.23 1.0490 35'-3'/i' 6.06 21.27 Total(Pt) Route 14 1816 9'-0" 5.6 23.29 1 (See Notes) 4'-3/2' 120 17.29 ..... Route 15 Sprinkler, 2E(2'-0"), PO(5'-0"), fd(22'-0") 31'-0" 0.172432 -1.99 198 13'-7" 23.29 1.0490 35'-3'/z' 6.09 21.39 Total(Pt) Route 15 1801 9'-0" 5.6 23.30 1 (See Notes) 3'-7" 120 17.31 ••••• Route 16••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.172605 -1.99 156 13'-7" 23.30 1.0490 32'-7" 5.62 20.95 Total(Pt) Route 16 1803 9'-0" 5.6 23.45 1 (See Notes) 3'-7" 120 17.54 ••••• Route 17••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.174679 -1.99 149 13'-7" 23.45 1.0490 32'-7" 5.69 21.24 Total(Pt) Route 17 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 14 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1815 9'-0" 5.6 23.46 1 (See Notes) 3'-7" 120 17.54 ••••• Route 18••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.174751 -1.99 197 13'-7" 23.46 1.0490 32'-7" 5.69 21.25 Total(Pt) Route 18 1808 9'-0" 5.6 23.84 1 (See Notes) 3'-7" 120 18.12 ••••• Route 19••••• Sprinkler, E(2'-0"), PO(5'-0"), fd(22'-0") 29'-0" 0.180075 -1.99 165 13'-7" 23.84 1.0490 32'-7" 5.87 22.00 Total(Pt) Route 19 1802 9'-0" 5.6 24.28 1 (See Notes) 3'-7" 120 18.80 ••••• Route 20••••• Sprinkler, E(2'-0"), P0(5-0"), fd(22'-0") 29'-0" 0.186305 -1.99 145 13'-7" 24.28 1.0490 32'-7" 6.07 22.88 Total(Pt) Route 20 123 13'-7" 74.65 + 37.67 3 (See Notes) 4'-11'/z' 120 29.67 ..... Route 21 Flow (q) from Route 27 and 35 PO(20'-2") 20'-2" 0.012666 124 13'-7" 112.32 3.2600 25'-1'/z' 0.32 124 13'-7" 4 6-9'/z' 120 29.99 0.003442 109 13'-7" 112.32 4.2600 r6-9'/z' 1 0.02 30.02 Total(Pt) Route 21 283 19'-6" 2.46 + 0.45 2'/2 (See Notes) 6'-8" 120 18.68 ..... Route 22 Flow (q) from Route 23 and PO(161 -5'/z') 16-5'/2' 0.000041 284 19'-6" 2.90 2.6350 23'-2" 0.00 284 19'-6" 1'/4 (See Notes) 130'-5" 120 18.68 6E(2'-4'/2'), PO(6'-10") 21'-1V 0.000845 2.57 210 13' 7" 2.90 1.4180 rl1'-6'/2' 0.13 21.38 Total(Pt) Route 22 288 26'-4'/z' 0.33 + 0.34 2'/z 1110'/z" 120 15.71 ••••• Route 23••••• Flow (q) from Route 24 and 37 0.000003 281 26'-4'/z' 0.67 2.6350 11'-10'/z' 0.00 281 26'-4'/i' 0.33 2'/2 11'-9'/z' 120 15.71 Flow (q) from Route 25 0.000006 289 26'-4'/z' 1.00 2.6350 11'-9'/z' 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 15 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 289 26-4'/2' 0.34 2% 11'-8'/2' 120 15.71 Flow (q) from Route 36 0.000010 290 26'-4'/2' 1.34 2.6350 11'-8'/2' 0.00 290 26'-4'/2' 0.35 2% 12'-5'/2' 120 15.71 Flow (q) from Route 38 0.000015 294 26-4'/2' 1.70 2.6350 12'-5'/2' 0.00 294 26-4'/2' 0.37 2% 10'-8" 120 15.71 Flow (q) from Route 32 0.000022 298 26'-4'/2' 2.07 2.6350 10'-8" 0.00 298 26' 4'/2' 0.39 2% (See Notes) 16'-2'/2' 120 15.71 Flow (q) from Route 30 2fE(5-10'/2'), PO(16'-5'/2') 28'-Y 0.000030 2.97 283 19'-6" 2.46 2.6350 44'-5'/2' 0.00 18.68 Total(Pt) Route 23 206 26-3'/2' 2.07 3 12'-5%" 120 15.73 ••••• Route 24••••• Flow (q) from Route 29 0.000005 203 26'-3'/2' 1.70 3.2600 12'-5'/2' 0.00 203 26-3'/2' 3 11'-8'/2' 120 15.73 0.000004 199 26'-3'/2' 1.34 3.2600 11'-8'/i' 0.00 199 26-3'/2' 3 11'-9'/2' 120 15.73 0.000002 194 26-3'/2' 1.00 3.2600 11'-9'/2' 0.00 194 26-3'/2' 3 (See Notes) 11'-10'/2" 120 15.73 PO(20'-2") 20,-2„ 0.000001 195 26'-3'/2' 0.67 3.2600 32'-0'/2' 0.00 195 26'-3'/2' 3 (See Notes) 12'-8%" 120 15.73 PO(20' 2") PO(20'-2") 40'-4" 0.000000 200 26'-3'/2' 0.33 3.2600 0.00 200 26-3'/2' 1'/4 (See Notes) 129'-9" 120 15.73 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.000016 -0.03 287 26'-4/2' 0.33 1.4180 141'-4'/2' 0.00 287 26-4'/2' 2% 12'-8%" 120 15.71 0.000001 288 26'-4'/2' 0.33 2.6350 12'-8'/2' 0.00 ��h ©M.E.P.CAD, Inc. 411 AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 16 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 15.71 I Total(Pt) Route 24 194 26-3'/2' 1'/4 (See Notes) 130'-3" 120 15.73 ••••• Route 25••••• 2E(2'-4/2'), P0(6-10") 18'-5'/2' 0.000015 -0.03 281 26'-4 /2' 0.33 1.4180 148'-8'/2' 0.00 15.71 Total(Pt) Route 25 166 13'-7" 35.15 4 9'-2'/2' 120 28.49 ••••• Route 26••••• Flow (q) from Route 28 0.000401 159 13'-7" 35.15 4.2600 9'-2'/z' 0.00 28.49 Total(Pt) Route 26 127 13'-7" 38.12 3 8'-6" 120 29.62 ..... Route 27 Flow (q) from Route 40 0.001716 125 13'-7" 38.12 3.2600 8'-6" 0.01 125 13'-7" 36.53 3 6-0'/2' 120 29.64 Flow (q) from Route 39 0.005948 123 13'-7" 74.65 3.2600 6'-0'/z' 0.04 29.67 Total(Pt) Route 27 211 13'-7" 3 (See Notes) 9'-2'/2' 120 21.51 ••••• Route 28••••• PO(20'-2") PO(20'-2") 40'-4" 0.001477 212 13'-7" 35.15 3.2600 49'-6'/2' 0.07 212 13'-7" 1'/4 (See Notes) 74'-3" 120 21.58 P0(6-10") 6'-10" 0.085118 166 13'-7" 35.15 1.4180 r8V-1'/2' 6.90 28.49 Total(Pt) Route 28 209 19'-8" 3 5'-10'/z" 120 18.60 ••••• Route 29••••• 0.000011 -2.55 208 25'-6'/2' 2.46 3.2600 5'-10'/2' 0.00 208 25-6'/2' 3 (See Notes) 10'-2" 120 16.06 fE(6'-8'/2') 6'-8'/2' 0.000008 -0.33 206 26'-3'/2' 2.07 3.2600 16'-10'/2' 0.00 15.73 Total(Pt) Route 29 208 25'-6'/2' 1'/4 (See Notes) 131'-2'/2' 120 16.06 ••••• Route 30••••• PO(6'-10") 3E(2'-4'/2'), P0(6-10") 20'-10" 0.000021 -0.35 298 26'-4'/2' 0.39 1.4180 152'-01/2' 0.00 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 17 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 15.71 I Total(Pt) Route 30 205 IT-7 3 (See Notes) 12'-0" 120 21.24 ••••• Route 31••••• f T(17'-5'/2') fE(6'-8'/z') 24'-2'/2' 0.000015 -2.64 209 19'-8" 2.90 3.2600 36'-2'/z' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 18.60 11 E(2'-4'/z'), PO(6'-10") 39'-10'/2' 0.000026 0.07 283 19' 6" 0.45 1.4180 173'-1" 0.00 18.68 Total(Pt) Route 31 206 26'-3'/2' 2.07 1'/4 (See Notes 129'-9" 120 15.73 ..... Route 32 PO(6'-10"), Flow (q) from Route 29 2E(2'-4'/z'), P0(6-10") 18'-5'/i' 0.000019 -0.03 294 26'-4'/z' 0.37 1.4180 148'-2/z 0.00 15.71 Total(Pt) Route 32 171 13'-7" 3.36 1'/4 (See Notes) 11'-5'/z' 120 20.73 ••••• Route 33••••• Flow (q) from Route 9 PO(6'-10") 6'-10" 0.029489 186 13'-7" 19.82 1.4180 18'-4" 0.54 21.27 Total(Pt) Route 33 169 13'-7" 21.03 1'/4 10'-3" 120 20.88 ..... Route 34 Flow (q) from Route 7 0.000339 178 13'-7" 1.77 1.4180 10'-3" 0.00 20.89 Total(Pt) Route 34 177 13' 7" 112.32 1'/4 (See Notes) 61'-6'/z' 120 21.94 ••••• Route 35••••• PO(6'-10"), Flow (q) from Route 43 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.096754 123 13'-7" 37.67 1.4180 g0'-0" 7.74 29.67 Total(Pt) Route 35 199 26-3'/z' 1'/4 (See Notes) 130'-3" 120 15.73 ••••• Route 36••••• PO(6'-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.000016 -0.03 289 26'-4/2' 0.34 1.4180 148'-8'/z' 0.00 15.71 Total(Pt) Route 36 195 26'-3'/2' 0.33 1'/4 (See Notes) 130'-3" 120 15.73 ..... Route 37 Flow (q) from Route 24 2E(2'-4'/2'), PO(6'-10") 11'-7'/z" 0.000016 -0.03 288 26'-4/z' 0.34 1.4180 141'-10'/z' 0.00 15.71 Total(Pt) Route 37 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 18 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 203 26'-3'/2' 1'/4 (See Notes) 129'-10" 120 15.73 ••••• Route 38••••• 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.000017 -0.03 290 26'-4/2' 0.35 1.4180 148'-3'/2' 0.00 15.71 Total(Pt) Route 38 188 13'-7" 74.65 1'/4 (See Notes) 65-2'/2' 120 22.00 ..... Route 39 PO(6'-10"), Flow (q) from Route 47 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.091375 125 13'-7" 36.53 1.4180 83'-7'/2' 7.64 29.64 Total(Pt) Route 39 193 13'-7" 38.12 1'/4 (See Notes) 65'-0'/2' 120 22.04 ..... Route 40 Flow (q) from Route 46 2E(2'-4'/2'), P0(6-10") 11'-7'/z' 0.098879 127 13'-7" 38.12 1.4180 76'-8" 7.58 29.62 Total(Pt) Route 40 175 13'-7" 8.32 1'/4 9'-3" 120 19.41 ..... Route 41 Flow (q) from Route 3 0.015842 183 13'-7" 14.17 1.4180 9'-3" 0.15 19.55 Total(Pt) Route 41 167 13'-7" 6.71 1'/4 9'-1" 120 19.24 ••••• Route 42••••• Flow (q) from Route 1 0.019128 176 13'-7" 15.69 1.4180 9'-1" 0.17 19.41 Total(Pt) Route 42 182 13'-7" 18.20 3 10'-8" 120 21.62 ..... Route 43 Flow (q) from Route 4 0.020713 179 13'-7" 146.53 3.2600 10'-8" 0.22 179 13'-7" 3 7'-5'/2' 120 21.84 0.012666 177 13'-7" 112.32 3.2600 7'-5 /2' 0.09 21.94 Total(Pt) Route 43 179 13'-7" 1'/4 (See Notes) 71'-4" 120 21.84 ••••• Route 44••••• 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.080945 112 13'-7" 34.21 1.4180 89' 9'/2' 7 27 29.11 Total(Pt) Route 44 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 19 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 202 13' 7" 24.48 3 7'-0" 120 21.23 ••••• Route 45••••• Flow (q) from Route 6 0.000210 201 13'-7" 12.25 3.2600 7'-0" 0.00 21.23 Total(Pt) Route 45 188 13'-7" 74.65 3 (See Notes) 8'-4'/2' 120 22.00 ..... Route 46 Flow (q) from Route 47 PO(20'-2") 20'-2" 0.001716 193 13'-7" 38.12 3.2600 28'-6" 0.05 22.04 Total(Pt) Route 46 177 13'-7" 112.32 3 10'-1'/2" 120 21.94 ••••• Route 47••••• Flow (q) from Route 43 0.005948 188 13'-T 74.65 3.2600 10'-1'/i' 0.06 22.00 Total(Pt) Route 47 �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 20 Job Name: Project Montage Remote Area Number: RMA 5 CC STORAGE Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 RMA 5 CC STORAGE 4/7/2022 2:48:56PM Page 21 +� Flow Diagram (Current View) Job Number:22-076 Report Description: Ordinary Group II (RMA 5 CC STORAGE 1 1 p) 1 I I O ®I I 1 I I 1 I I 1 I I � I I I I I I I I 1 1 1 1 } �:,, 1 1 o ® i II+I +III o ®1 Ll �1 o MMM �1 t t p V 0 o v ' - o � o D� n Dn > n� 0 0 o n Bn @m U o 0 D U 0 o n 0 0 , Wp f ti t 1 0 o p 0 o p p p p p p D 0 0 o �4, © M.E.P.CAD, Inc. 8jjj AutoSPRINK 2019 05.1.23.0 4/7/2022 2:49:05PM Page 22 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 6 CC OUTDOOR MEETING A OUTDOOR MEETING A Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1516.1ft2) 225ft2 Pendent 9 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 319.01 @ 71.40 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 16.53 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 6 CC OUT[ 4/7/2022 2:49:37PM Page 1 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 100 Water Supply Summary Sheet 90 Static Pressure 89.00 Node: 1 319.01 @ 87.93 80 219.01 @ 71.40 1375.00 @ 73.00 70 319.01 with Hose Allowance at Source 60 .N a 50 a� a` 40 S Istem demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:49:38PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 19.01 @ 87.93 80 1375.00 @ 73.00 219.01 @ 68.77 70 i 319.01 with Hose Allowance at Source 60 .N a 50 a� a` 40 S stem demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:49:38PM Paqe 3 ikummary Of Outflowing Devices Job Number: 22-076 Report Description: Liqht Hazard (RMA 6 CC OUTDOOR MEETING A) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 2501 23.21 22.50 5.6 17.18 Sprinkler 2502 24.05 22.50 5.6 18.44 Sprinkler 2503 32.60 22.50 5.6 33.88 Sprinkler 2504 23.25 22.50 5.6 17.24 Sprinkler 2505 23.31 22.50 5.6 17.32 y Sprinkler 2506 22.50 22.50 5.6 16.14 Sprinkler 2507 24.15 22.50 5.6 18.60 Sprinkler 2508 23.35 22.50 5.6 17.39 Sprinkler 2509 22.60 22.50 5.6 16.28 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:49:40PM Page 4 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 87.93 319.01 71.40 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 6'-0" Supply 71.40 219.01 2501 14'-0" Sprinkler 17.18 23.21 2502 14'-0" Sprinkler 18.44 24.05 2503 14'-0" Sprinkler 33.88 32.60 2504 14'-0" Sprinkler 17.24 23.25 2505 14'-0" Sprinkler 17.32 23.31 2506 14'-0" Sprinkler 16.14 22.50 2507 14'-0" Sprinkler 18.60 24.15 2508 14'-0" Sprinkler 17.39 23.35 2509 14'-0" Sprinkler 16.28 22.60 2 -3'-0" 75.23 3 -3'-0" 75.23 6 5-7'/z' 68.77 102 1'-0" 71.26 109 13'-7" 64.93 112 13'-7" 64.92 119 13'-7" 64.92 123 13'-7" 64.08 124 13'-7" 64.87 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:49:42PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 125 13'-7" 63.87 127 13'-7" 63.54 128 13'-7" 64.91 129 13'-7" 64.91 137 13'-7" 64.91 139 13'-7" 64.91 146 13'-7" 64.82 159 13'-7" 64.91 166 13'-7" 64.91 177 13'-7" 64.74 179 13'-7" 64.75 182 13'-7" 64.76 186 13'-7" 64.77 187 13'-7" 64.77 188 13'-7" 64.73 193 13'-7" 64.73 194 26-3'/2' 59.27 195 26-3'/z' 59.27 196 13'-7" 64.78 199 26-3'/z' 59.27 200 26-3'/z' 59.27 202 13'-7" 64.78 203 26-3'/i' 59.27 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:49:42PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 205 13-7" 64.78 206 26-3'/z" 59.27 207 13-7" 64.78 208 25'-6'/z" 59.60 209 19'-8" 62.14 210 13-7" 64.78 211 13-7" 64.79 212 13-7" 64.79 256 12'-4" 45.34 268 12'-4" 45.22 273 12'-4" 42.42 275 14'-5'/z" 35.35 276 12'4" 40.57 281 26-4'/z' 59.24 282 14'-5'/i' 18.66 283 19'-6" 62.22 284 19'-6" 62.22 287 26-4'/z" 59.24 288 26-4'/z" 59.24 289 26'-4'/z" 59.24 290 26-4'/z' 59.24 291 14'-5/2' 20.03 294 26-4'/i' 59.24 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:49:42PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 296 14'-5'/2" 22.29 298 26-4'/z' 59.24 300 14'-5/2' 18.73 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:49:42PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 2506 14'-0" 5.6 22.50 1 (See Notes) 8'-10'/2' 150 16.14 ••••• Route 1••••• Sprinkler, E(5'-0"), T(5'-0") 10'-0" 0.084606 -0.21 307 14'-5'/2" 22.50 1.1010 18'-10%2 1.60 307 14'-5'/2' 22.60 1'/4 12'-4" 150 17.53 Flow (q) from Route 2 0.097049 300 14'-5'/2' 45.10 1.3940 12'-4" 1.20 300 14'-5'/2' 23.25 + 23.35 1'/2 (See Notes) 11'-2'/2' 150 18.73 Flow (q) from Route 4 and 6 T(8'-0") 8'-0" 0.185500 296 14'-5'/2' 91.70 1.5980 19'-2'/2' 3.56 296 14' 5'/z' 94.71 1'/z (See Notes) 'I T-11'/z' 150 22.29 Flow (q) from Route 3 cplg(1'-0") 1'-0" 0.689174 0.00 275 14'-5'/2' 186.41 1.5980 18'-11'/2' 13.06 275 14'-5'/2' 2 (See Notes) 22'-3'/z' 120 35.35 3fE(4'-0") 11'-11'/2" 0.261087 0.93 268 12'-4" 186.41 2.1230 34'-3" 8.94 268 12'4" 3 T-6'/2' 120 45.22 0.032334 256 12'-4" 186.41 3.2600 3'-6'/2' 0.11 256 12'4" 32.60 3 (See Notes) 241'-7" 120 45.34 Flow (q) from Route 9 20fE(6'-8'/,"), 4fEE(3'-6"), 2PO( 20'-2") 188'-8'/2' 0.043565 -0.54 127 13'-7" 219.01 3.2600 430'-3%2 18.75 127 13'-7" 3 8'-6" 120 63.54 0.038768 125 13'-7" 205.63 3.2600 8'-6" 0.33 125 13'-7" 3 6'-0'/2' 120 63.87 0.034940 123 13'-7" 194.39 3.2600 6'-0'/2' 0.21 123 13'-7" 3 (See Notes) 4'-11'/2' 120 64.08 PO(20'-2") 20'-2" 0.031701 124 13'-7" 184.43 3.2600 0.80 124 13'-7" 4 6'-9'/2' 120 64.87 109 13'-7" 184.43 4.2600]0.008614 6'-9'/2' 0.06 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 9 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 109 13' 7" 34.58 4 (See Notes) 24'-0" 120 64.93 Flow (q) from Route 10 fE(8'-11'/2'), CC 8'-111/2" 0.011838 3.44 6 5'-7/2' 219.01 4.2600 32'-11'/z' 0.39 6 5'-71/2" 4 (See Notes) 3'-8" 120 68.77 2f(-0.00), CV(28'-11'/2"), BV(8'- 36-11'/2" 0.011838 2.01 102 1'-0" 219.01 4.2600 0.48 102 1' 0" 4 (See Notes) 113'-6'/2 150 71.26 3E(15'-1"), 4EE(6-01/2'), PIV(3' -0"), T(30'-2'/2") 102'-8" 0.010315 1.73 3 -3'-0" 219.01 4.0260 216'-3" 2.23 3 -3-0" 12 (See Notes) 69'-51/2" 150 75.23 T(69'-71/2") 69'-71/2" 0.000067 2 -T-0" 219.01 11.3100 139'-1 " 0.01 2 -T-0" 6 (See Notes) 18' 6" 150 75.23 GV(T-10'/2"), E(18'-2"), S 22'-1" 0.001631 -3.90 1 6'-0" 219.01 5.8800 40'-7" 0.07 100.00 71.40 Hose Allowance At Source Total(Pt) Route 1 1 319.01 2509 14'-0" 5.6 22.60 1 (See Notes) 7'-1" 150 16.28 •••••Route2••••• Sprinkler, E(5'-0"), T(5'-0") 10'-0" 0.085285 -0.21 307 14'-51/' 22.60 1.1010 17'-1" 1.46 17.53 Total(Pt) Route 2 2501 14'-0" 5.6 23.21 1 (See Notes) 8'-10'/2' 150 17.18 ••••• Route 3••••• Sprinkler, E(5-0"), T(5-0") 10'-0" 0.089603 -0.21 282 14'-51/2" 23.21 1.1010 18' -10/z 1.69 282 14'-51/2' 23.31 1'/4 13'-4'/2" 150 18.66 Flow (q) from Route 5 0.102779 291 14'-51/2" 46.52 1.3940 13'-4%z 1.37 291 14'-5'/2" 24.05 + 24.15 1'/2 (See Notes)'/2 T-51/2" 150 20.03 Flow (q) from Route 7 and 8 T(8'-0") 8'-0" 0.196921 296 14'-5" 94.71 1.5980 11'-5/z 2.25 22.29 Total(Pt) Route 3 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 10 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 2504 14'-0" 5.6 23.25 1 (See 8'-10'/z' 150 17.24 ••••• Route 4••••• Sprinkler, 10'-0" -0.21 Notes) 300 14'-5'/2" 23.25 1.1010 0.089910 E(5'-0"), C(5'-0") 18'-10%2 1.70 18.73 Total(Pt) Route 4 2505 14'-0" 5.6 23.31 1 (See 7'-1" 150 17.32 ••••• Route 5••••• Sprinkler, 10'-0" -0.21 Notes) 282 14'-5'/i' 23.31 1.1010 0.090319 E(5'-0"), T(5'-0") 17'-1" 1.54 18.66 Total(Pt) Route 5 2508 14'-0" 5.6 23.35 1 (See 7'-1" 150 17.39 ••••• Route 6••••• Sprinkler, 10'-0" -0.21 Notes) 300 14'-5/2' 23.35 1.1010 0.090629 E(5'-01.), C(5'-011) 17'-1" 1.55 18.73 Total(Pt) Route 6 2502 14'-0" 5.6 24.05 1 (See 8'-10%" 150 18.44 ••••• Route 7••••• Sprinkler, 10'-0" -0.21 Notes) 291 14'-5'/2' 24.05 1.1010 0.095668 E(5'-0"), C(5'-0") 18' -10%2 1.81 20.03 Total(Pt) Route 7 2507 14'-0" 5.6 24.15 1 (See T-1" 150 18.60 ••••• Route 8••••• Sprinkler, 10'-0" -0.21 Notes) 291 14'-5/2' 24.15 1.1010 0.096429 E(5-0"), C(5'-0") 17'-1" 1.65 20.03 Total(Pt) Route 8 2503 14'-0" 5.6 32.60 1 (See 16-6'/z" 150 33.88 ••••• Route 9••••• Sprinkler, 20'-0" 0.72 Notes) 276 12'-4" 32.60 1.1010 0.167967 3E(5'-0"), T(5-0") 35'-6'/z' 5.97 276 12'-4" 1 (See 0'-9" 120 40.57 5'-0" Notes) 273 12'-4" 32.60 1.0490 0.321243 PO(5'-0") 5 9 1.85 273 12'-4" 1'/4 (See 32'-6" 120 42.42 6' 10" Notes) 256 12'-4" 32.60 1.4180 0.074020 PO(6'-10") r39741/2-. 2.91 45.34 Total(Pt) Route 9 7'-5'/2' 120 64.74 ••••• Route 10••••• 177 13'-7" 24.62 + 9.96 3 Flow (q) from Route 19 and 22 179 13'-7" 34.58 3.2600 0.001432 T-5'/2' 0.01 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 11 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 179 13'-7" 3 10'-8" 120 64.75 0.001106 182 13'-7" 30.07 3.2600 10'-8" 0.01 182 13'-7" 11/4 (See Notes) 72'-11" 120 64.76 4E(3'-5"), PO(6'-10") 27'-41/z' 0.001567 119 13'-7" 4.06 1.4180 100'-4" 0.16 119 13'-7" 26.01 4 7'-3" 120 64.92 Flow (q) from Route 11 0.000301 112 13'-7" 30.07 4.2600 7'-3" 0.00 112 13'-7" 4.51 4 (See Notes) 5'-11'/z' 120 64.92 Flow (q) from Route 35 PO(26'-4") 26'-4" 0.000389 109 13'-7" 34.58 4.2600 32'-3'/z' 0.01 64.93 Total(Pt) Route 10 283 19'-6" 0.31 + 0.06 2'/z (See Notes) 6'-8" 120 62.22 ..... Route 11 Flow (q) from Route 12 and 29 PO(16-5'/2') 16-5'/2" 0.000001 284 19'-6" 0.36 2.6350 23'-2" 0.00 284 19'-6" 1'/4 (See Notes) 130'-5" 120 62.22 6E(2'-4'/2'), PO(6'-10") 21'-1'/z' 0.000018 2.57 210 13'-7" 0.36 1.4180 151'-6'/2' 0.00 210 13'-7" 7.71 3 (See Notes) 4'-8" 120 64.78 Flow (q) from Route 28 PO(20'-2") 20'-2" 0.000097 211 13'-7" 8.07 3.2600 24'-10" 0.00 211 13'-7" 11/4 (See Notes) 73'-10'/2' 120 64.79 Z, P0(6-10") 6'-10" 0.001566 159 13'-7" 4.05 1.4180 80'-8'/2' 0.13 159 13'-7" 4.02 4 10'-11" 120 64.91 Flow (q) from Route 18 0.000026 139 13'-7" 8.07 4.2600 10'-11 " 0.00 139 13'-7" 4.10 4 10'-9" 120 64.91 Flow (q) from Route 31 0.000056 137 13'-7" 12.18 4.2600 0.00 137 13'-7" 5.42 4 12'-3" 120 64.91 Flow (q) from Route 16 0.000112 129 13'-7" 17.60 4.2600 12'-3" 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 12 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 129 13'-7" 4.25 4 6'-3" 120 64.91 Flow (q) from Route 15 0.000166 128 13'-7" 21.85 4.2600 6'-3" 0.00 128 13'-7" 4.17 4 12'-2" 120 64.91 Flow (q) from Route 17 0.000230 119 13'-7" 26.01 4.2600 12'-2" 0.00 64.92 Total(Pt) Route 11 288 26-4'/z' 0.04 + 0.04 2'/z 11'-10'/z" 120 59.24 ••••• Route 12••••• Flow (q) from Route 13 and 33 0.000000 281 26'-4'/z' 0.08 2.6350 11'-10'/2" 0.00 281 26-4'/z' 0.04 21/2 11'-9'/i' 120 59.24 Flow (q) from Route 14 0.000000 289 26'-4'/z' 0.13 2.6350 11'-9'/i' 0.00 289 26-4'/z' 0.04 2'/z 11'-8'/2' 120 59.24 Flow (q) from Route 32 0.000000 290 26'-4'/z' 0.17 2.6350 11'-8'/i' 0.00 290 26-4'/z' 0.04 21/2 12'-5'/2' 120 59.24 Flow (q) from Route 34 0.000000 294 26'-4'/z' 0.21 2.6350 0.00 294 26-4'/z' 0.05 21/2 10'-8" 120 59.24 Flow (q) from Route 30 0.000000 298 26'-4'/z' 0.26 2.6350 10'-8" 0.00 298 26'-4'/z' 0.05 21/2 (See Notes) 16'-2'/2" 120 59.24 Flow (q) from Route 25 2fE(5'-10'/2'), PO(16'-5'/z') 28'-3" 0.000001 2.97 283 19'-6" 0.31 2.6350 44'-5'/z' 0.00 62.22 Total(Pt) Route 12 206 26' 3'/2' 0.26 3 12'-5'/2" 120 59.27 ••••• Route 13••••• Flow (q) from Route 24 0.000000 203 26'-3'/z' 0.21 3.2600 0.00 203 26'-3'/2' 3 11'-8'/z' 120 59.27 0.000000 199 26'-3'/z' 0.17 3.2600 11'-8 /z 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 13 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 199 26-3'/z' 3 11'-9'/z' 120 59.27 0.000000 194 26-3'/2' 0.13 3.2600 11'-9'/z' 0.00 194 26'-3'/z' 3 (See Notes) 11'-10'/z" 120 59.27 PO(20'-2") 20'-2" 0.000000 195 26'-3'/i' 0.08 3.2600 32'-0'/z' 0.00 195 26-3'/z' 3 (See Notes) 12'-8'/z' 120 59.27 PO(20' 2") PO(20'-2") 40'-4" 0.000000 200 26-3'/2' 0.04 3.2600 53'-0'/z' 0.00 200 26'-3'/z' 1'/4 (See Notes) 129'-9" 120 59.27 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.000000 -0.03 287 26'-4/2' 0.04 1.4180 141'-4'/2' 0.00 287 26-4'/z' 2'/2 12'-8'/z' 120 59.24 0.000000 288 26-4'/2' 0.04 2.6350 12'-8'/z' 0.00 59.24 Total(Pt) Route 13 194 26-3'/z' 1'/4 (See Notes) 130'-3" 120 59.27 ..... Route 14 2E(2'-4'/2'), P0(6-10") 18'-5'/z' 0.000000 -0.03 281 26'-4 /i' 0.04 1.4180 148'-8'/2' 0.00 59.24 Total(Pt) Route 14 182 13'-7" 4.06 3 91-91, 120 64.76 ..... Route 15 Flow (q) from Route 10 0.000846 187 13'-7" 26.01 3.2600 9'-9" 0.01 187 13'-7" 3 8'-3" 120 64.77 0.000613 186 13'-7" 21.85 3.2600 0.01 186 13' 7" 1'/4 (See Notes) 68'-4" 120 64.77 PO(6'-10") P0(6-10") 13'-8'/i' 0.001707 129 13'-7" 4.25 1.4180 82'-0'/2" 0.14 64.91 Total(Pt) Route 15 146 13'-7" 2.70 + 2.73 1'/4 (See Notes) 26-7'/z' 120 64.82 ..... Route 16 Flow (q) from Route 26 and 27 P0(6-10") 6'-10" 0.002679 137 13'-7" 5.42 1.4180 33'-6" 0.09 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 14 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 64.91 I Total(Pt) Route 16 187 13'-7" 1'/4 (See Notes) 70'-4" 120 64.77 • • • • • Route 17 P0(6'-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.001646 128 IT-7 4.17 1.4180 88'-9'/z' 0.15 64.91 Total(Pt) Route 17 166 13'-7" 4.02 4 9'-2'/z' 120 64.91 ••••• Route 18••••• Flow (q) from Route 23 0.000007 159 13'-7" 4.02 4.2600 9'-2'/z' 0.00 64.91 Total(Pt) Route 18 193 13' 7" 13.38 3 8'-4/2' 120 64.73 ••••• Route 19••••• Flow (q) from Route 20 0.000247 188 13'-7" 13.38 3.2600 8'-4'/z' 0.00 188 13'-7" 11.24 3 10'-1%11 120 64.73 Flow (q) from Route 21 0.000764 177 13'-7" 24.62 3.2600 10'-1'/z' 0.01 64.74 Total(Pt) Route 19 127 13'-7" 1'/4 (See Notes) 65'-0%" 120 63.54 ..... Route 20 P0(6-10") 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.014259 193 13'-7" 13.38 1.4180 83'-6" 1.19 64.73 Total(Pt) Route 20 125 13'-7" 1'/4 (See Notes) 65'-2'/z' 120 63.87 ..... Route 21 P0(6-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.010320 188 13'-7" 11.24 1.4180 g3'-7'/z' 0.86 64.73 Total(Pt) Route 21 123 13'-7" 1'/4 (See Notes) 61'-6'/z' 120 64.08 ••••• Route 22••••• PO(6'-10") 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.008256 0.00 177 13'-7" 9.96 1.4180 g0'-0" 0.66 64.74 Total(Pt) Route 22 211 13'-7" 3 (See Notes) 9'-2'/i' 120 64.79 ••••• Route 23••••• PO(20'-2") PO(20'-2") 40'-4" 0.000027 212 13'-7" 4.02 3.2600 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 15 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 212 IT-71'/4 (See Notes) 74'-3" 120 64.79 P0(6-10") 6'-10" 0.001541 166 13'-7" 4.02 1.4180 81'-1'/2' 0.12 64.91 Total(Pt) Route 23 209 19'-8" 3 5'-10'/2" 120 62.14 ••••• Route 24••••• 0.000000 -2.55 208 25'-6'/2' 0.31 3.2600 5'-10'/2' 0.00 208 25-6'/2' 3 (See Notes) 10'-2" 120 59.60 fE(6'-8'/2') 6'-8'/2' 0.000000 -0.33 206 26-3'/2' 0.26 3.2600 16'-10'/2' 0.00 59.27 Total(Pt) Route 24 208 25-6'/2' 1'/4 (See Notes) 131'-2'/2' 120 59.60 ..... Route 25 PO(6'-10") 3E(2'-4'/2'), P0(6-10") 20'-10" 0.000000 -0.35 298 26-4'/2' 0.05 1.4180 152'-0/z 0.00 59.24 Total(Pt) Route 25 186 13'-7" 4.25 3 6'-0" 120 64.77 ..... Route 26 Flow (q) from Route 15 0.000411 196 13'-7" 17.60 3.2600 6'-0" 0.00 196 13'-7" 1'/4 (See Notes) 47'-11'/2' 120 64.78 PO(6' 10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000736 146 13' 7" 2.70 1.4180 63'-2'/2' 0.05 64.82 Total(Pt) Route 26 196 13'-7" 2.70 3 8'-0" 120 64.78 ..... Route 27 Flow (q) from Route 26 0.000302 202 13'-7" 14.90 3.2600 8'-0" 0.00 202 13'-7" 1'/4 (See Notes) 43'-5'/2' 120 64.78 PO(6'-10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000751 146 13' 7" 2.73 1.4180 58' 8'/2' 0.04 64.82 Total(Pt) Route 27 202 13' 7" 2.73 3 5'-11'/2' 120 64.78 ..... Route 28 Flow (q) from Route 27 0.000208 205 13'-7" 12.18 3.2600 5'-11'/2' 0.00 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 16 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 205 13'-7" 3 T-0'/2' 120 64.78 0.000196 207 13'-7" 11.81 3.2600 3'-0'/2' 0.00 207 13'-7" 3 (See Notes) 12'-2" 120 64.78 2fE(6-8'/2') ' 0.000089 210 13'-7" 7.71 3.2600 L25 0.00 64.78 Total(Pt) Route 28 205 13'-7" 3 (See Notes) 12'-0" 120 64.78 ..... Route 29 f T(17'-5'/2') fE(6'-8'/2') 24'-2'/2' 0.000000 -2.64 209 19'-8" 0.36 3.2600 36-2'/2' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 62.14 11 E(2'-4'/2'), PO(6'-10") 39'-10'/2' 0.000001 0.07 283 19' 6" 0.06 1.4180 173'-1" 0.00 62.22 Total(Pt) Route 29 206 26'-3'/2' 0.26 1'/4 (See Notes 129'-9" 120 59.27 ..... Route 30 PO(6'-10"), Flow (q) from Route 24 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 294 26'-4'/2' 0.05 1.4180 148'-2/z 0.00 59.24 Total(Pt) Route 30 207 13' 7" 1'/4 (See Notes) 68'-4" 120 64.78 ..... Route 31 PO(6-10") P0(6-10") 13'-8%" 0.001601 139 13'-7" 4.10 1.4180 82'-0'/2' 0.13 64.91 Total(Pt) Route 31 199 26'-3/2' ' 1'/4 (See Notes) 130'-3" 120 59.27 ..... Route 32 2E(2'-4'/2'), P0(6-10") 18'-5%" 0.000000 -0.03 289 26'-4'/2' 0.04 1.4180 148'-8%2 0.00 59.24 Total(Pt) Route 32 195 26'-3'/2' 0.04 1'/4 (See Notes) 130'-3" 120 59.27 ..... Route 33 Flow (q) from Route 13 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.000000 -0.03 288 26'-4/2' 0.04 1.4180 141'-10'/2' 0.00 59.24 Total(Pt) Route 33 203 26'-3'/2' 1'/4 (See N Notes) 129'-10" 120 59.27 ••••• Route 34••••• PO(6'-10") 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 290 26'-4'/2' 0.04 1.4180 148'-31/2' 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 17 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 59.24 I Total(Pt) Route 34 179 13'-7" 1'/4 (See 71'-4" 120 64.75 ••••• Route 35••••• P0(6'-10") 18'-5'/2' Notes) 112 13'-7" 4.51 1.4180 0.001906 2E(2'-4'/2'), PO(6'-10") 89'-9'/z' 0.17 64.92 Total(Pt) Route 35 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:45PM Page 18 Job Name: Project Montage Remote Area Number: RMA 6 CC OUTDOOR MEETING A Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 6 CC OUTDOOR MEETII 4/7/2022 2:49:44PM Page 19 Mffi Flow Diagram (Current View) Job Number: 22-076 I I I 1 I I h I I I I I Dn Dn Dn I yi 1 O 1 I I I I I a rL, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 2:49:54PM Page 20 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP.cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: RMA 7 CC ENTRANCE CANOPY ENTRANCE CANOPY Light Hazard LIGHT HAZARD 0.10gpm/ft2 1500ft2 (Actual 1583.8ft2) 225ft2 Pendent 9 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 315.18 @ 81.90 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source (Safety Margin = 6.05 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 RMA 7 CC ENTF 4/7/2022 2:50:27PM Page 1 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY 100 90 80 70 60 .N a 3 50 N V1 N a 40 30 20 10 Hydraulic Graph N 1.85 Date: 4/7/2022 Static Pressure 89.00 i 15.18 @ 87.95 215.1 @ 81.90 i 315.18 with Hose Allowance Water Supply Summary Sheet Node: 1 at Source 1375.00 @ 73.00 S Istem demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:50:28PM Paqe 2 Hydraulic Graph Job Name: Project Montage N 1.85 Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 100 CC Summary Sheet 90 Static Pressure 89.00 715. 18i @ 87.95 215.18 @ 99.36 80 i 315.18 with Hose Allowance at Source 1375.00 @ 73.00 70 60 .N a 3 50 a� a S stem demand curve 40 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:50:28PM Paqe 3 ikummaryOfOutflowing Devices Job Number: 22-076 Report Description: Licht Hazard (RMA 7 CC ENTRANCE CANOPY) Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Sprinkler 2601 27.02 22.50 5.6 23.28 Sprinkler 2602 27.24 22.50 5.6 23.65 Sprinkler 2603 22.50 22.50 5.6 16.14 Sprinkler 2604 23.26 22.50 5.6 17.26 Sprinkler 2605 22.93 22.50 5.6 16.77 Sprinkler 2606 22.76 22.50 5.6 16.51 Sprinkler 2607 22.60 22.50 5.6 16.28 Sprinkler 2608 23.40 22.50 5.6 17.46 Sprinkler 2609 23.48 22.50 5.6 17.58 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 2:50:30PM Page 4 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 89.00 73.00 1375.00 87.95 315.18 81.90 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 6'-0" Supply 81.90 215.18 2601 20'-0" Sprinkler 23.28 27.02 2602 20'-0" Sprinkler 23.65 27.24 2603 20'-0" Sprinkler 16.14 22.50 2604 20'-0" Sprinkler 17.26 23.26 2605 20'-0" Sprinkler 16.77 22.93 2606 20'-0" Sprinkler 16.51 22.76 2607 20'-0" Sprinkler 16.28 22.60 2608 20'-0" Sprinkler 17.46 23.40 2609 20'-0" Sprinkler 17.58 23.48 2 -3'-0" 85.74 3 -3'-0" 85.73 6 5-7'/z' 79.36 102 1'-0" 81.84 109 13'-7" 75.54 112 13'-7" 75.52 119 13'-7" 75.52 123 13'-7" 74.71 124 13'-7" 75.48 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:50:33PM Paqe 5 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 125 13'-7" 74.50 127 13'-7" 74.19 128 13'-7" 75.52 129 13'-7" 75.52 137 13'-7" 75.52 139 13'-7" 75.52 146 13'-7" 75.43 159 13'-7" 75.52 166 13'-7" 75.52 177 13'-7" 75.35 179 13'-7" 75.36 182 13'-7" 75.37 186 13'-7" 75.38 187 13'-7" 75.38 188 13'-7" 75.34 193 13'-7" 75.34 194 26-3'/2' 69.88 195 26-3'/z' 69.88 196 13'-7" 75.38 199 26-3'/z' 69.88 200 26-3'/z' 69.88 202 13'-7" 75.39 203 26-3'/i' 69.88 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:50:33PM Paqe 6 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 205 13-7" 75.39 206 26-3'/z" 69.88 207 13-7" 75.39 208 25'-6'/z" 70.21 209 19'-8" 72.75 210 13-7" 75.39 211 13-7" 75.39 212 13-7" 75.39 232 19'-5" 48.84 241 13-9" 57.90 280 20'-6" 26.07 281 26-4'/z" 69.85 283 19'-6" 72.82 284 19'-6" 72.82 285 20'-6" 18.17 287 26-4'/z" 69.85 288 26-4'/2" 69.85 289 26-4'/z" 69.85 290 26-4'/z" 69.85 294 26-4'/z" 69.85 298 26-4'/z" 69.85 299 20'-6" 22.49 303 20'-6" 17.57 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:50:33PM Paqe 7 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 304 20'-6" 21.29 308 20'-6" 18.88 310 20'-6" 18.29 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 2:50:33PM Paqe 8 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length g) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Total Friction(Pf) 2603 20'-0" 5.6 22.50 1 (See Notes) 16'-5" 150 16.14 ••••• Route 1••••• Sprinkler, 2E(5'-0") 10'-0" 0.084606 -0.21 285 20'-6" 22.50 1.1010 26'-5" 2.24 285 20'-6" 23.26 1 (See Notes) 8'-8'/2' 150 18.17 Flow (q) from Route 5 PO(5'-0") 5'-0" 0.314636 299 20'-6" 45.76 1.1010 13'-8 '/2' 4.31 299 20'-6" 115.16 2 18'-0" 120 22.49 Flow (q) from Route 2 0.198917 280 20'-6" 160.93 2.1230 18'-0" 3.58 280 20' 6" 27.02 + 27.24 2 (See Notes) 50'-2" 120 26.07 Flow (q) from Route 8 and 9 fE(4'-0"), PO(11'-4'/2') 16-4'/2' 0.340492 0.46 232 19'-5" 215.18 2.1230 65'-6'/2' 22.32 232 19'-5" 2'/2 (See Notes) 21'-4" 120 48.84 3fE(5'-11"), PO(16'-5'/2') 34'-2" 0.118892 2.46 241 13'-9" 215.18 2.6350 55'-6" 6.60 241 13'-9" 3 (See Notes) 212'-10" 120 57.90 3fEE(3'-6"), 18fE(6-8'/2'), 2PO( 20'-2") 171'-9" 0.042168 0.07 127 13'-7" 215.18 3.2600 384'-7" 16.22 127 13'-7" 3 8'-6" 120 74.19 0.037525 125 13'-7" 202.04 3.2600 8'-6" 0.32 125 13'-7" 3 6-0'/2' 120 74.50 0.033820 123 13'-7" 191.00 3.2600 6'-0'/2' 0.20 123 13'-7" 3 (See Notes) 4'-11'/2' 120 74.71 PO(20'-2") 20'-2" 0.030684 124 13'-7" 181.21 3.2600 25-1'/2' 0.77 124 13'-7" 4 6'-9'/2' 120 75.48 0.008338 109 13'-7" 181.21 4.2600 6'-9'/2' 0.06 109 13'-7" 33.97 4 (See Notes) 24'-0" 120 75.54 Flow (q) from Route 10 fE(8'-11'/2'), CC 8'-11'/2" 0.011459 3.44 6 5'-7'/2' 215.18 4.2600 32'-11'/2" 0.38 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 9 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 6 5'-71/i' 4 (See Notes) 3'-8" 120 79.36 2f(-0.00), CV(28'-11'/i'), BV(8'- 36'-11'/z" 0.011459 2.01 102 1'-0" 215.18 4.2600 0.47 102 1'-0" 4 (See Notes) 113'-6/2" 150 81.84 3E(15'-1"), 4EE(6-01/2'), PIV(3' -0"), T(30'-2/2') 102'-8" 0.009985 1.73 3 -3'-0" 215.18 4.0260 216'-3" 2.16 3 3'-0" 12 (See Notes) 69'-51/i' 150 85.73 T(69'-71/2") 69'-71/z' 0.000065 2 -T-0" 215.18 11.3100 0.01 2 -T-0" 6 (See Notes) 18'-6" 150 85.74 GV(T-10'/i'), E(18'-2"), S 22'-1" 0.001578 -3.90 1 6'-0" 215.18 5.8800 40'-7" 0.06 100.00 81.90 Hose Allowance At Source Total(Pt) Route 1 1 315.18 2607 20'-0" 5.6 22.60 1 (See Notes) 16'-0" 150 16.28 ••••• Route 2••••• Sprinkler, 2E(5'-0") 10'-0" 0.085288 -0.21 310 20'-6" 22.60 1.1010 26'-0" 2.22 310 20' 6" 23.40 1 (See Notes) 4'-4/2" 150 18.29 Flow (q) from Route 6 PO(5'-0") 5'-0" 0.317611 353 20'-6" 46.00 1.1010 9'-4/2' 2.98 353 20'-6" 2 0'-10" 120 21.27 0.019608 304 20'-6" 46.00 2.1230 0'-10" 0.02 304 20'-6" 69.17 2 1 V-2" 120 21.29 Flow (q) from Route 3 0.107115 299 20'-6" 115.16 2.1230 11'-2" 1.20 22.49 Total(Pt) Route 2 2606 20'-0" 5.6 22.76 1 (See Notes) 4'-71/2' 150 16.51 ••••• Route 3••••• Sprinkler, E(5-0"), T(5'-0") 10'-0" 0.086401 -0.21 303 20'-6" 22.76 1.1010 14'-7'/2' 1.26 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 10 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 303 20' 6" 22.93 1'/< (See T-2" 150 17.57 Flow (q) from Route 4 6'-0" Notes) 308 20'-6" 45.69 1.3940 0.099418 T(6'-0") 13'-2" 1.31 308 20'-6" 23.48 1'/4 (See 5'-3" 150 18.88 Flow (q) from Route 7 6'-0" Notes) 304 20'-6" 69.17 1.3940 0.214114 PO(6'-0") 11'-3" 2.41 21.29 Total(Pt) Route 3 2605 20'-0" 5.6 22.93 1 (See 6'-6" 150 16.77 ••••• Route 4••••• Sprinkler, 5'-0" -0.21 Notes) 303 20'-6" 22.93 1.1010 0.087639 E(5'-O") 11'-6" 1.01 17.57 Total(Pt) Route 4 2604 20'-0" 5.6 23.26 1 (See 2'-6" 150 17.26 ••••• Route 5••••• Sprinkler, 10'-0" -0.21 Notes) 285 20'-6" 23.26 1.1010 0.089987 E(5'-0"), T(5-0") 12'-6" 1.12 18.17 Total(Pt) Route 5 2608 20'-0" 5.6 23.40 1 (See 1'-6" 150 17.46 •••••Route6••••• Sprinkler, 10'-0" -0.21 Notes) 310 20'-6" 23.40 1.1010 0.090960 E(5'-0"), T(5'-0") 11'-6" 1.04 18.29 Total(Pt) Route 6 2609 20'-0" 5.6 23.48 1 (See 6'-5'/2' 150 17.58 ••••• Route 7••••• Sprinkler, 10'-0" -0.21 Notes) 308 20'-6" 23.48 1.1010 0.091548 2E(5'-0") 16-5'/2' 1.50 18.88 Total(Pt) Route 7 2601 20'-0" 5.6 27.02 1 (See 10'-2'/z" 150 23.28 ••••• Route 8••••• Sprinkler, 15'-0" -0.21 Notes) 280 20'-6" 27.02 1.1010 0.118720 E(5'-0"), T(5'-0"), PO(5'-0") 25'-2'/z' 2.99 26.07 Total(Pt) Route 8 2602 20'-0" 5.6 27.24 1 (See 6'-9" 150 23.65 ••••• Route 9••••• Sprinkler, 15'-0" -0.21 Notes) 280 20'-6" 27.24 1.1010 0.120468 2E(5'-0"), PO(5'-0") 21'-9" 2.62 26.07 Total(Pt) Route 9 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 11 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 177 13' 7" 24.19 + 9.79 3 7'-51/z' 120 75.35 ••••• Route 10••••• Flow (q) from Route 19 and 22 0.001387 179 13'-7" 33.97 3.2600 7'-5%2' 0.01 179 13'-7" 3 10'-8" 120 75.36 0.001071 182 13'-7" 29.54 3.2600 10'-8" 0.01 182 13'-7" 11/4 (See Notes) 72'-11" 120 75.37 4E(3'-5"), PO(6'-10") 27'-41/z' 0.001516 119 13'-7" 3.99 1.4180 100'-4" 0.15 119 13'-7" 25.56 4 T-3" 120 75.52 Flow (q) from Route 11 0.000291 112 13'-7" 29.54 4.2600 0.00 112 13' 7" 4.43 4 (See Notes) 5'-111/z' 120 75.52 Flow (q) from Route 35 PO(26'-4") 26'-4" 0.000377 109 13'-7" 33.97 4.2600 32'-31/z' 0.01 75.54 Total(Pt) Route 10 283 19'-6" 0.30 + 0.05 21/z (See Notes) 6'-8" 120 72.82 ..... Route 11 Flow (q) from Route 12 and 29 PO(16'-51/2'") 16-51/2" 0.000001 284 19'-6" 0.36 2.6350 23'-2" 0.00 284 19'-6" 11/4 (See Notes) 130'-5" 120 72.82 6E(2'-41/2'), PO(6'-10") 21'-11/z' 0.000018 2.57 210 13'-7" 0.36 1.4180 151'-61/2' 0.00 210 13'-7" 7.58 3 (See Notes) 4'-8" 120 75.39 Flow (q) from Route 28 PO(20'-2") 20'-2" 0.000094 211 13'-7" 7.93 3.2600 24'-10" 0.00 211 13'-7" 11/4 (See Notes) 73'-101/2' 120 75.39 Z, P0(6-10") 6'-10" 0.001515 159 13'-7" 3.98 1.4180 80'-8/2' 0.12 159 13'-7" 3.95 4 10'-11" 120 75.52 Flow (q) from Route 18 0.000026 139 13'-7" 7.93 4.2600 10'-11 " 0.00 139 13'-7" 4.03 4 10'-9" 120 75.52 Flow (q) from Route 31 0.000055 137 13'-7" 11.97 4.2600 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 12 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 137 13'-7" 5.33 4 12'-3" 120 75.52 Flow (q) from Route 16 0.000108 129 13'-7" 17.29 4.2600 12'-3" 0.00 129 13'-7" 4.17 4 6'-3" 120 75.52 Flow (q) from Route 15 0.000161 128 13'-7" 21.47 4.2600 6'-3" 0.00 128 13'-7" 4.09 4 12'-2" 120 75.52 Flow (q) from Route 17 0.000223 119 13'-7" 25.56 4.2600 12'-2" 0.00 75.52 Total(Pt) Route 11 288 26-4'/z' 0.04 + 0.04 2'/z 11'-10'/z" 120 69.85 ••••• Route 12••••• Flow (q) from Route 13 and 33 0.000000 281 26'-4'/z' 0.08 2.6350 11'-10'/z' 0.00 281 26'-4/2' 0.04 21/2 11'-9'/i' 120 69.85 Flow (q) from Route 14 0.000000 289 26'-4'/z' 0.12 2.6350 11'-9'/2' 0.00 289 26-4'/z' 0.04 2'/2 11'-8'/i' 120 69.85 Flow (q) from Route 32 0.000000 290 26'-4'/z' 0.17 2.6350 11'-8'/i' 0.00 290 26-4'/z' 0.04 21/2 12'-5'/2' 120 69.85 Flow (q) from Route 34 0.000000 294 26'-4'/z' 0.21 2.6350 12'-5/2' 0.00 294 26-4'/z' 0.05 21/2 10'-8" 120 69.85 Flow (q) from Route 30 0.000000 298 26'-4'/i' 0.25 2.6350 0.00 298 26-4'/z' 0.05 2'/2 (See Notes) 16'-2'/2" 120 69.85 Flow (q) from Route 25 2fE(5'-10'/2'), PO(16'-5'/z') 28'-3" 0.000001 2.97 283 19'-6" 0.30 2.6350 44'-5'/z' 0.00 72.82 Total(Pt) Route 12 206 26'-3'/2' 0.25 3 12'-5'/i' 120 69.88 ••••• Route 13••••• Flow (q) from Route 24 0.000000 203 26'-3'/i' 0.21 3.2600 12'-5% 0.00 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 13 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 203 26-3'/z' 3 11'-8'/z' 120 69.88 0.000000 199 26-3'/2' 0.17 3.2600 11'-8'/z' 0.00 199 26'-3'/z' 3 11'-9'/z' 120 69.88 0.000000 194 26'-3'/i' 0.12 3.2600 11'-9'/z' 0.00 194 26'-3'/z' 3 11'-10'/z" 120 69.88 0.000000 195 26-3'/2' 0.08 3.2600 11'-10'/z" 0.00 195 26'-3'/z' 3 (See Notes) 12'-8'/z' 120 69.88 PO(20'-2") 20'-2" 0.000000 200 26-3'/2' 0.04 3.2600 32'-10'/2" 0.00 200 26-3'/z' 1'/4 (See Notes) 129'-9" 120 69.88 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.000000 -0.03 287 26'-4/2' 0.04 1.4180 141'' 0.00 287 26-4'/z' 2'/2 12'-8'/z' 120 69.85 0.000000 288 26-4'/2' 0.04 2.6350 12'-8'/z' 0.00 69.85 Total(Pt) Route 13 194 26-3'/z' 1'/4 (See Notes) 130'-3" 120 69.88 ..... Route 14 2E(2'-4/2'), P0(6-10") 18'-5'/z' 0.000000 -0.03 281 26'-4 /i' 0.04 1.4180 148'-8'/2' 0.00 69.85 Total(Pt) Route 14 182 13'-7" 3.99 3 91-91, 120 75.37 ..... Route 15 Flow (q) from Route 10 0.000819 187 13'-7" 25.56 3.2600 9'-9" 0.01 187 13'-7" 3 8'-3" 120 75.38 0.000593 186 13'-7" 21.47 3.2600 0.00 186 13'-7" 1'/4 (See Notes) 68'-4" 120 75.38 P0(6-10") 13'-8'/2" 0.001652 129 13'-7" 4.17 1.4180 82'-0'/i' 0.14 75.52 Total(Pt) Route 15 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 14 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (Psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 146 IT-7 2.65 + 2.68 1'/4 (See Notes) 26'-7'/2" 120 75.43 ••••• Route 16••••• Flow (q) from Route 26 and 27 P0(6'-10") 6'-10" 0.002593 137 13'-7" 5.33 1.4180 33'-6" 0.09 75.52 Total(Pt) Route 16 187 13'-7" 1'/4 (See Notes) 70'-4" 120 75.38 ..... Route 17 P0(6-10") 2E(2'-4'/2'), PO(6'-10") 18'-5 /2 , „ 0.001593 128 13'-7" 4.09 1.4180 88'-9'/z' 0.14 75.52 Total(Pt) Route 17 166 13'-7" 3.95 4 9'-2'/2" 120 75.52 ••••• Route 18••••• Flow (q) from Route 23 0.000007 159 13'-7" 3.95 4.2600 9'-2'/z' 0.00 75.52 Total(Pt) Route 18 193 13' 7" 13.15 3 8'-4'/2" 120 75.34 ••••• Route 19••••• Flow (q) from Route 20 0.000239 188 13'-7" 13.15 3.2600 8'-4'/z' 0.00 188 13'-7" 11.04 3 10'-1'/2" 120 75.34 Flow (q) from Route 21 0.000740 177 13'-7" 24.19 3.2600 10'-1'/z' 0.01 75.35 Total(Pt) Route 19 127 13'-7" 1'/4 (See Notes) 65-0'/2" 120 74.19 ..... Route 20 PO(6'-10") 2E(2'-4'/2"), PO(6'-10") 18'-5'/2' 0.013801 193 13'-7" 13.15 1.4180 g3'-6" 1.15 75.34 Total(Pt) Route 20 125 13'-7" 1'/4 (See Notes) 65-2'/2" 120 74.50 ..... Route 21 P0(6-10") 2E(2'-4'/2"), PO(6'-10") 18'-5'/z' 0.009989 188 13'-7" 11.04 1.4180 g3'-7'/z' 0.84 75.34 Total(Pt) Route 21 123 13'-7" 1'/4 (See Notes) 61'-6'/2" 120 74.71 ••••• Route 22••••• PO(6'-10") 2E(2'-4'/2"), PO(6'-10") 18'-5'/z' 0.007991 0.00 177 13'-7" 9.79 1.4180 g0'-0" 0.64 75.35 Total(Pt) Route 22 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 15 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 211 IT-7 3 (See Notes) 9'-2'/2' 120 75.39 ••••• Route 23••••• PO(20' 2") PO(20'-2") 40'-4" 0.000026 212 13'-7" 3.95 3.2600 49'-6'/2' 0.00 212 13'-7" 1'/4 (See Notes) 74'-3" 120 75.39 P0(6-10") 6'-10" 0.001491 166 13'-7" 3.95 1.4180 r81'-1'/2' 0.12 75.52 Total(Pt) Route 23 209 19'-8" 3 5'-10'/2" 120 72.75 ••••• Route 24••••• 0.000000 -2.55 208 25-6'/2' 0.30 3.2600 5'-10'/2' 0.00 208 25-6'/2' 3 (See Notes) 10'-2" 120 70.21 fE(6'-8'/2') 6'-8'/2' 0.000000 -0.33 206 26'-3'/2' 0.25 3.2600 16'-10'/2' 0.00 69.88 Total(Pt) Route 24 208 25-6'/2' 1'/4 (See Notes) 131'-2'/2' 120 70.21 ..... Route 25 PO(6'-10") 3E(2'-4'/2'), P0(6-10") 20'-10" 0.000000 -0.35 298 26'-4'/2' 0.05 1.4180 152'-0/z 0.00 69.85 Total(Pt) Route 25 186 13'-7" 4.17 3 6'-0" 120 75.38 ..... Route 26 Flow (q) from Route 15 0.000397 196 13'-7" 17.29 3.2600 6'-0" 0.00 196 13'-7" 1'/4 (See Notes) 4T-11'/2" 120 75.38 PO(6' 10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000712 146 13' 7" 2.65 1.4180 63'-2'/2' 0.05 75.43 Total(Pt) Route 26 196 13'-7" 2.65 3 8'-0" 120 75.38 ..... Route 27 Flow (q) from Route 26 0.000292 202 13'-7" 14.64 3.2600 8'-0" 0.00 202 13'-7" 1'/4 (See Notes) 43'-5'/2" 120 75.39 PO(6'-10") E(2'-4'/2'), T(6'-0'/2') 15'-3" 0.000727 146 13' 7" 2.68 1.4180 r58.-81/2'. 0.04 75.43 Total(Pt) Route 27 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 16 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 202 13'-7" 2.68 3 5'-11'/2" 120 75.39 • • • • • Route 28 Flow (q) from Route 27 0.000201 205 13'-7" 11.97 3.2600 5'-11'/2' 0.00 205 13'-7" 3 T-0'/2' 120 75.39 0.000190 207 13'-7" 11.61 3.2600 3'-0'/2' 0.00 207 13'-7" 3 (See Notes) 12'-2" 120 75.39 2fE(6'-8'/2') 13'-5'/2' 0.000086 210 13'-7" 7.58 3.2600 25'-7" 0.00 75.39 Total(Pt) Route 28 205 13'-7" 3 (See Notes) 12'-0" 120 75.39 ..... Route 29 fT(17'-5'/2') fE(6'-8'/2') 24'-2'/2' 0.000000 -2.64 209 19'-8" 0.36 3.2600 36'-2'/2' 0.00 209 19'-8" 1'/4 (See Notes) 133'-3" 120 72.75 11 E(2'-4'/2'), PO(6'-10") 39'-10'/2' 0.000001 0.07 283 19' 6" 0.05 1.4180 173'-1" 0.00 72.82 Total(Pt) Route 29 206 26'-3'/2' 0.25 1'/4 (See Notes 129'-9" 120 69.88 ..... Route 30 PO(6'-10"), Flow (q) from Route 24 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 294 26-4'/2' 0.05 1.4180 148'-2/z 0.00 69.85 Total(Pt) Route 30 207 13'-7" 1'/4 (See Notes) 68'-4" 120 75.39 .....P Route 31') .... P0(6-10") 1 T-8' '/2 0.001550 139 13'-7" 4.03 1.4180 82'-0'/2' 0.13 75.52 Total(Pt) Route 31 199 26'-3'/2' 1'/4 (See Notes) 130'-3" 120 69.88 ..... Route 32 2E(2'-4'/2'), PO(6'-10") 18'-5'/2' 0.000000 -0.03 289 26'-4/2' 0.04 1.4180 148'-8'/2' 0.00 69.85 Total(Pt) Route 32 195 26'-3'/2' 1'/4 (See Notes) 130'-3" 120 69.88 ..... Route 33 2E(2'-4'/2'), P0(6-10") 18'-5'/2' 0.000000 -0.03 288 26'-4'/2' 0.04 1.4180 148'-81/2 0.00 69.85 Total(Pt) Route 33 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 17 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 203 26'-3'/z' 1'/4 (See 129'-10" 120 69.88 ..... Route 34 18'-5'/z' -0.03 Notes) 290 26'-4/2' 0.04 1.4180 0.000000 2E(2'-4'/z'), PO(6'-10") 148'-3'/2' 0.00 69.85 Total(Pt) Route 34 179 13'-7" 1'/4 (See 71'-4" 120 75.36 ..... Route 35 P0(6-10") 18'-5 /z , „ Notes) 112 13'-7" 4.43 1.4180 0.001845 2E(2'-4'/2'), PO(6'-10") 89'-9'/z' 0.17 75.52 Total(Pt) Route 35 4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 18 Job Name: Project Montage Remote Area Number: RMA 7 CC ENTRANCE CANOPY Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 %7 CC ENTRANCE CAN( 4/7/2022 2:50:35PM Page 19 Mffi Flow Diagram (Current View) I Job Number: 22-076 usaua M Report Description: Light Hazard (RMA 7 CC ENTRANCE CANOPY 1 1 jib 1 I 1 O ®' I I I 1 I I 1 I I h I I I I I I I I I I 1 �:,, cp I I ® ® I o 1 P v 0 0 0 Dn o U Dr ni n Bn 5n nIIDn o U o D U o c n Up o LW t 1 P s-----a r-i--b 0 o D o D P P p P P P < >v IL I- I I I r I , o I I rL, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 2:50:44PM Page 20 Hydraulic Calculations for Project Name: Project Montage Location: 52-005, 52-027, 52-049 Silverrock Way, La Quinta, CA 92253, Drawing Name: 22-076 SRL SF FP CC STANDPIPE.cad Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: Manually Flowing NA NA NA NA NA NA 0 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 250.00 at Node: 46 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 250.00 @ 135.23 Type of System: NA Volume of Dry or PreAction System: N/A Name of Contractor: SHASTA FIRE PROTECTION, INC Address: 72120 NORTHSHORE ST, SUITE C, THOUSAND PALMS, CA Phone Number: 760-404-1350 Name of designer: Erik Lindsay Authority Having Jurisdiction: Notes: Calculation Date: 4/7/2022 Allowance at Source Hose (Safety Margin = 38.77 psi) 4_@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.23.0 Manually Flowinc 4/7/2022 3:37:11PM Page 1 Job Name: Project Montage Remote Area Number: Manually Flowing 200 180 140 120 rn a 2 100 80 60 0 20 Hydraulic Graph N 1.85 Date: 4/7/2022 Available Supply 250.00 @ 174.00 250.00 @ 174.00 Water Supply Summary Sheet Node: 1 Static Pressure 175.00 250.00 @ 135.23 System demand curve 150 200 250 300 350 Flow - gpm 400 450 616111 © M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 4/7/2022 3:37:12PM Paqe 2 Gr Job Number: Summary Of Outflowing Devices Report Description: STANDPIPE CLASS III Actual Flow Minimum Flow K-Factor Pressure Device pm pm K psi Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 4/7/2022 3:37:14PM Page 3 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 175.00 174.00 250.00 174.00 250.00 135.23 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2'-6" Supply 135.23 250.00 46 3'-6" Hose 100.00 250.00 Hos 2 1'-0" 133.44 3 13'-7" 126.87 4 13'-7" 126.59 5 13'-7" 126.72 6 13'-7" 126.73 7 13'-7" 126.54 8 13'-7" 126.74 9 13'-7" 126.86 10 13'-7" 126.48 11 13'-7" 126.45 12 13'-7" 126.41 13 13'-7" 126.40 14 13'-7" 126.39 15 13'-7" 124.33 16 13'-7" 126.39 17 13'-7" 123.97 18 13'-7" 123.94 ©M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 3:37:16PM Paqe 4 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 19 13'-7" 123.87 20 13'-7" 123.83 21 13'-7" 123.75 22 26-3'/2" 115.04 23 26-3'/z" 115.05 24 13'-7" 123.64 25 26-3'/i' 115.09 26 13'-7" 123.51 27 26'-3'/2' 115.15 28 13'-7" 123.38 29 26-3'/z' 115.27 30 13'-7" 123.18 31 13'-7" 123.00 32 26-3'/z' 115.46 33 13'-7" 123.03 34 19'-8" 118.88 35 25-6'/2' 116.16 36 13'-7" 123.04 37 13'-7" 123.10 38 13'-7" 123.14 39 26-4'/z' 108.90 40 26-4'/z' 108.80 41 26-4'/i' 108.59 © M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 3:37:16PM Paqe 5 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 42 26-4'/2' 108.39 43 19'-6" 107.44 44 26-4'/z' 108.07 45 19'-6" 104.77 47 26-4'/z' 107.53 48 26-4'/z' 106.87 © M.E.P.CAD, Inc. 19 AutoSPRINK 2019 05.1.23. 4/7/2022 3:37:16PM Paqe 6 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 46 3'-6" 250.00 2'/z (See 20'-3" 120 100.00 ..... Route 1 Hose(-100.00)(42'-6'/2') 54'-4" -6.94 Notes) 45 19'-6" 250.00 2.6350 0.156906 2fE(5'-10'/i') 74'-7" 11.70 45 19'-6" 1'/4 (See 130'-5" 120 104.77 27'-11'/z' 2.57 Notes) 36 13'-7" 38.18 1.4180 0.099177 6E(2'-4'/z'), PO(6'-10") 158'' 15.71 36 13' 7" 8.83 3 (See 4'-8" 120 123.04 Flow (q) from Route 18 20'-2" Notes) 37 13'-7" 47.01 3.2600 0.002528 PO(20'-2") 24'-10" 0.06 37 13'-7" 1'/4 (See 73'-10'/2" 120 123.10 6'-10" Notes) 14 13'-7" 23.61 1.4180 0.040743 Z, PO(6-10") 80'-8'/z' 3.29 14 13'-7" 23.40 4 10'-11" 120 126.39 Flow (q) from Route 15 0.000687 13 13'-7" 47.01 4.2600 10'-11 " 0.01 13 13'-7" 24.83 4 10'-9" 120 126.40 Flow (q) from Route 19 0.001505 12 13'-7" 71.84 4.2600 10'-9" 0.02 12 13'-7" 29.67 4 12'-3" 120 126.41 Flow (q) from Route 3 0.002854 11 13'-7" 101.51 4.2600 12'-3" 0.03 11 13'-7" 22.03 4 6'-3" 120 126.45 Flow (q) from Route 12 0.004105 10 13'-7" 123.54 4.2600 6'-3" 0.03 10 13'-7" 20.70 4 12'-2" 120 126.48 Flow (q) from Route 14 0.005467 7 13'-7" 144.24 4.2600 0.07 7 13'-7" 19.21 4 7'-3" 120 126.54 Flow (q) from Route 13 0.006890 4 13'-7" 163.45 4.2600 7'-3" 0.05 4 13'-7" 20.27 4 (See 5'-11'/z" 120 126.59 Flow (q) from Route 24 26'-4" Notes) 37 13'-7" 183.72 4.2600 0.008553 PO(26'-4") 32'-3'/z' 0.28 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 7 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 3 13' 7" 66.28 4 (See 27'-8" 120 126.87 Flow (q) from Route 2 46-11 " 5.46 Notes) 2 1'-0" 250.00 4.2600 0.015122 fE(8'-11'/z"), 2f(-0.00), CV(28'-1 73'-7" 1.11 1'/2"), BV(8'-0") 2 1'-0" 4 (See 10V-4'/2' 150 133.44 ' 4 -6 g-6'/2' -0.66 Notes) 1 2'-6" 250.00 4.0260 0.013177 2E(15'-1"), 4EE(6'-0'/2'), PO(3 1" 2 0'-2'/2'), S, FDC 0.00 135.23 Hose Allowance At Source Total(Pt) Route 1 1 250.00 8 13' 7" 44.24 + 22.04 3 (See 4'-11'/2" 120 126.74 ••••• Route 2••••• Notes) Flow (q) from Route 16 and 20 20'-2" 9 13'-7" 66.28 3.2600 0.004774 PO(20'-2") 25-1'/2' 0.12 9 13'-7" 4 6-9'/2' 120 126.86 0.001297 3 13'-7" 66.28 4.2600 r6-9/2'. 1 0.01 126.87 Total(Pt) Route 2 45 19'-6" 38.18 2'/z (See 6'-8" 120 104.77 ..... Route 3 Flow (q) from Route 1 16-5'/2' Notes) 43 19'-6" 211.82 2.6350 0.115474 PO(16-5'/2') 23-2" 2.67 43 19'-6" 2'/z (See 16-2'/2" 120 107.44 1V-9'/2' -2.97 Notes) 48 26'-4'/2' 180.37 2.6350 0.085775 2fE(5'-10'/2') 27'-11'/2' 2.40 48 26'-4'/2' 1'/4 (See 131'-2'/2' 120 106.87 PO(6'-10") 20'-10" 0.35 Notes) 35 25'-6/2' 28.78 1.4180 0.058789 3E(2'-4'/2'), PO(6-10") 152'-0'/2' 8.94 35 25-6'/2' 151.59 3 5'-10'/2" 120 116.16 Flow (q) from Route 5 2.55 34 19'-8" 180.37 3.2600 0.030422 5-10'/2' 0.18 34 19'-8" 31.45 3 (See 12'-0" 120 118.88 Flow (q) from Route 4 24'-2'/2' 2.64 Notes) 31 13'-7" 211.82 3.2600 0.040956 fE(6-8'/2'), fT(17'-5'/2') r36'-21/2. 1.48 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 8 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 31 13'-7" 3 5'-11'/z' 120 123.00 0.029737 30 13'-7" 178.16 3.2600 5'-11'/z' 0.18 30 13'-7" 1'/4 (See Notes) 43'-5'/z' 120 123.18 PO(6' 10") E(2'-4'/z'), T(6'-0'/z') 15'-3" 0.019606 15 13'-7" 15.90 1.4180 58'-8'/z' 1.15 15 13' 7" 13.78 1'/4 (See Notes) 26'-7'/z' 120 124.33 Flow (q) from Route 11 PO(6-10") 6'-10" 0.062208 12 13'-7" 29.67 1.4180 33'-6" 2.08 126.41 Total(Pt) Route 3 43 19'-6" 180.37 1'/4 (See Notes) 133'-3" 120 107.44 ..... Route 4 Flow (q) from Route 3 11 E(2'-4'/z'), PO(6'-10") 33'-0" 0.069268 -0.07 34 19'-8" 31.45 1.4180 166'-3" 11.52 118.88 Total(Pt) Route 4 40 26'-4'/2' 1'/4 (See Notes) 130'-3" 120 108.80 ..... Route 5 2E(2'-4'/z'), PO(6-10") 11'-7'/z' 0.043851 0.03 23 26-3'/i' 24.56 1.4180 141'-10% 6.22 23 26'-3'/2' 24.38 3 11'-10'/2" 120 115.05 Flow (q) from Route 8 0.002724 25 26'-3'/i' 48.94 3.2600 11'-10/z 0.03 25 26'-3'/2' 24.46 3 11'-9'/z' 120 115.09 Flow (q) from Route 7 0.005766 27 26'-3'/z' 73.40 3.2600 11'-9 /z 0.07 27 26'-3'/2' 24.99 3 11'-8'/z' 120 115.15 Flow (q) from Route 6 0.009914 29 26'-3'/i' 98.39 3.2600 11'-8'/z' 0.12 29 26'-3'/2' 25.90 3 12'-5'/i' 120 115.27 Flow (q) from Route 9 0.015276 32 26'-3'/z' 124.29 3.2600 12'-5% 0.19 32 26'-3'/2' 27.30 3 (See Notes) 10'-2" 120 115.46 Flow (q) from Route 10 fE(6'-8'/z") 6'-8'/z' 0.022056 0.33 35 25'-6'/z' 151.59 3.2600 16'-10 /2 0.37 116.16 Total(Pt) Route 5 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 9 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) ( (psi) directly to (Pf) and shown as (Foot) 42 26' 4'/z' 98.39 11/4(See 130'-3" 120 108.39 ..... Route 6 Notes) PO(6'-10"), Flow (q) from Route 25 18'-5'/z' 0.03 27 26'-3/2' 24.99 1.4180 0.045262 2E(2'-4'/z'), PO(6'-10") 148'-8'/2' 6.73 115.15 Total(Pt) Route 6 41 26-4'/z' 73.40 1'/4 (See 130'-3" 120 108.59 ..... Route 7 Notes PO(6'-10"), Flow (q) from Route 28 18'-5'/z' 0.03 25 26'-3/z' 24.46 1.4180 0.043515 2E(2'-4'/2'), PO(6'-10") 148'-8'/2' 6.47 115.09 Total(Pt) Route 7 39 26'-4'/2' 24.38 1'/4 (See 129'-9" 120 108.90 ..... Route 8 Flow (q) from Route 27 11'-7'/z' 0.03 Notes) 22 26'-3'/z' 24.38 1.4180 0.043255 2E(2'-4'/z'), PO(6-10") 141'-4/z 6.12 22 26'-3'/2' 3 12'-8'/i' 120 115.04 0.000750 23 26'-3'/i' 24.38 3.2600 12'-8'/i' 0.01 115.05 Total(Pt) Route 8 44 26'-4'/z' 124.29 1'/4 (See 129'-10" 120 108.07 ..... Route 9 Notes) PO(6'-10"), Flow (q) from Route 26 18'-5%" 0.03 29 26'-3'/i' 25.90 1.4180 0.048381 2E(2'-4'/z'), PO(6-10") 148'-3/2' 7.18 115.27 Total(Pt) Route 9 47 26'-4'/2' 151.59 1'/4 (See 129'-9" 120 107.53 ..... Route 10 Notes PO(6'-10"), Flow (q) from Route 30 18'-5%" 0.03 32 26'-3/z' 27.30 1.4180 0.053317 2E(2'-4'/i'), PO(6-10") 148'-2'/2' 7.90 115.46 Total(Pt) Route 10 8'-0" 120 123.18 ..... Route 11 30 13'-7" 15.90 3 Flow (q) from Route 3 0.025015 28 13'-7" 162.27 3.2600 8'-0" 0.20 28 13'-7" 1'/4 (See 47'-11'/z" 120 123.38 PO(6' 10") 15'-3" Notes) 15 13'-7" 13.78 1.4180 0.015044 E(2'-4'/z'), T(6'-0'/z') 63'-2'/z' 0.95 124.33 Total(Pt) Route 11 28 13'-7" 13.78 3 6'-0" 120 123.38 ..... Route 12 Flow (q) from Route 11 0.021229 26 13'-7" 148.49 3.2600 6'-0" 0.13 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 10 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 26 13' 7" 1'/4 (See Notes) 68'-4" 120 123.51 PO(6-10") PO(6-10") 13'-8'/z' 0.035853 11 13'-7" 22.03 1.4180 82'-0'/z' 2.94 126.45 Total(Pt) Route 12 26 13'-7" 22.03 3 8'-3" 120 123.51 ..... Route 13 Flow (q) from Route 12 0.015773 24 13'-7" 126.46 3.2600 8'-3" 0.13 24 13'-7" 3 9,-91, 120 123.64 0.011332 21 13'-7" 105.76 3.2600 9'-9" 0.11 21 13'-7" 1'/4 (See Notes) 72'-11" 120 123.75 PO(6' 10") 4E(3'-5"), PO(6'-10") , 27'-4 /2 2. 0.027841 7 13' 7" 19.21 1.4180 100 2.79 126.54 Total(Pt) Route 13 24 13'-7" 1'/4 (See Notes) 70'-4" 120 123.64 ..... Route 14 PO(6-10") 2E(2'-4'/z'), PO(6-10") 18'-5'/i' 0.031949 10 13'-7" 20.70 1.4180 88'-91/2 2.84 126.48 Total(Pt) Route 14 16 13' 7" 23.40 4 9'-2/2' 120 126.39 ••••• Route 15••••• Flow (q) from Route 17 0.000189 14 13'-7" 23.40 4.2600 9'-2'/z' 0.00 126.39 Total(Pt) Route 15 5 13'-7" 22.05 3 8'-6" 120 126.72 ..... Route 16 Flow (q) from Route 22 0.000623 6 13'-7" 22.05 3.2600 8'-6" 0.01 6 13'-7" 22.18 3 6'-0'/2' 120 126.73 Flow (q) from Route 21 0.002259 8 13'-7" 44.24 3.2600 6'-0'/2' 0.01 126.74 Total(Pt) Route 16 37 13'-7" 3 (See Notes) 9'-2'/z' 120 123.10 ••••• Route 17••••• PO(20'-2") PO(20'-2") 40'-4" 0.000696 38 13'-7" 23.40 3.2600 49'-6'/z' 0.03 4/ © M.E.P.CAD, Inc. .0 AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 11 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 38 IT-71'/4 (See Notes) 74'-3" 120 123.14 PO(6-10") 6'-10" 0.040098 16 13'-7" 23.40 1.4180 81'-1'/z' 3.25 126.39 Total(Pt) Route 17 31 13'-7" 178.16 3 (See Notes) 3'-0'/2' 120 123.00 ••••• Route 18••••• Flow (q) from Route 3 PO(20'-2") 20'-2" 0.001363 33 13'-7" 33.66 3.2600 23'-2" 0.03 33 13'-7" 3 (See Notes) 12'-2" 120 123.03 PO(20' 2") 2fE(6'-8'/2') 33'-7" 0.000115 36 13'-7" 8.83 3.2600 45'-9" 0.01 123.04 Total(Pt) Route 18 33 13'-7" 8.83 1'/4 (See Notes) 68'-4" 120 123.03 ..... Route 19 Flow (q) from Route 18 PO(6-10") 6'-10" 0.044739 13 13'-T 24.83 1.4180 75-2'/i' 3.36 126.40 Total(Pt) Route 19 19 13'-T 66.28 1'/4 (See Notes) 61'-6'/z' 120 123.87 ..... Route 20 PO(6'-10"), Flow (q) from Route 23 2E(2'-4'/z'), PO(6'-10") 18'-5'/z' 0.035900 8 13'-7" 22.04 1.4180 g0'-0" 2.87 126.74 Total(Pt) Route 20 19 13'-T 66.28 3 (See Notes) 10'-1'/2" 120 123.87 ..... Route 21 Flow (q) from Route 23 PO(20'-2") 20'-2" 0.002259 18 13'-7" 44.24 3.2600 30'-3'/2' 0.07 18 13'-7" 1'/4 (See Notes) 65'-2'/2' 120 123.94 2E(2'-4'/2'), PO(6'-10") 11'-7'/2' 0.036323 6 13'-7" 22.18 1.4180 76'-9'/2' 2.79 126.73 Total(Pt) Route 21 17 13'-7" 22.05 1'/4 (See Notes) 65'-0'/z' 120 123.97 ..... Route 22 Flow (q) from Route 29 2E(2'-4'/z'), PO(6'-10") 11'-7'/z' 0.035925 5 13'-7" 22.05 1.4180 76'-8" 2.75 126.72 Total(Pt) Route 22 21 13'-7" 19.21 3 10'-8" 120 123.75 ..... Route 23 Flow (q) from Route 13 0.007820 20 13'-7" 86.55 3.2600 10'-8" 0.08 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 12 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) ( Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 20 13'-7" 3 7'-5'/z' 120 123.83 0.004774 19 13'-7" 66.28 3.2600 7'-5'/2' 0.04 123.87 Total(Pt) Route 23 20 13'-7" 1'/4 (See Notes) 71'-4" 120 123.83 • • • • • Route 24 PO(6-10") 2E(2'-4'/2'), PO(6'-10") 18'-5 /z 1 „ 0.030731 4 13'-7" 20.27 1.4180 89'-9'/z' 2.76 126.59 Total(Pt) Route 24 44 26' 4'/2' 124.29 2'h 11'-8'/z' 120 108.07 ••••• Route 25••••• Flow (q) from Route 26 0.027952 42 26'-4'/z' 98.39 2.6350 11'-8 /z 0.33 108.39 Total(Pt) Route 25 47 26' 4'/z' 151.59 2'/z 12'-5'/z" 120 107.53 ..... Route 26 Flow (q) from Route 30 0.043070 44 26'-4'/2' 124.29 2.6350 12'-5'/z' 0.54 108.07 Total(Pt) Route 26 41 26'-4'/i' 73.40 2'/z (See Notes) 11'-10'/2" 120 108.59 ..... Route 27 Flow (q) from Route 28 PO(16'-5'/z') 16-5'/2' 0.007680 40 26'-4/2' 48.94 2.6350 28'-4'/2' 0.22 40 26'-4'/2' 2'/z (See Notes) 12'-8'/2' 120 108.80 PO(16' 5'/z') ' 0.002116 39 26' 4'/2" 24.38 2.6350 L45 0.10 108.90 Total(Pt) Route 27 42 26' 4'/i' 98.39 2'/z 11'-9'/z' 120 108.39 ..... Route 28 Flow (q) from Route 25 0.016256 41 26-4'/z' 73.40 2.6350 11'-9 /z 0.19 108.59 Total(Pt) Route 28 18 13'-7" 3 (See Notes) 8'-4'/2' 120 123.94 ••••• Route 29••••• PO(20'-2") PO(20'-2") 40'-4" 0.000623 17 13'-7" 22.05 3.2600 48'-8" 0.03 123.97 Total(Pt) Route 29 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 13 Job Name: Project Montage Remote Area Number: Manually Flowing Date: 4/7/2022 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 10'-8" 120 106.87 • • • • • Route 30 48 264'/z' 28.78 2'/z Flow (q) from Route 3 0.062187 47 26'-4'/i' 151.59 2.6350 10'-8" 0.66 107.53 Total(Pt) Route 30 �4/ © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 14 Job Name: Project Montage Remote Area Number: Manually Flowing Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 4/7/2022 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �4, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.23.0 Manually Flowing 4/7/2022 3:37:18PM Page 15 Mffi Flow Diagram (Current View) ivuw Job Number: 22-076 I I I • 1 I I 1 I I I 1 1 ®I I I 1 I I I r•- a o0 0 I I I I I I e I ® 1 0 I gl o 0 I I o L, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.23.0 4/7/2022 3:37:21 PM Page 16 Page 1 of 7 ,R MIRAGE° STANDARD AND QR CONCEALED PENDENT N11a SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Viking Mirage° Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass -bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre -assembled with a threaded adapter for installation with a low - profile cover assembly that provides up to '/2" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push -on", "thread -off' design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is cULus Listed as corrosion resistant as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. 2. LISTINGS AND APPROVALS @ ,,, cULus Listed: Category VNIV <��> FM Approval: Class 2015 vdS NYC Approved: MEA 89-92-E, Volume 32 VdS Approved: Certificate G4080021 LPCB Approved: Ref. No. 096e/12 CE CE Certified: Standard EN 12259-1, EC -certificate of conformity 0832-CPD-2032 Q CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart 1 Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80.6 metrict) Glass -bulb fluid temperature rated to -65°F (-55°C) Patents Pending *Wl_us Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). tMetric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-Cl9500 for Sprinkler VK462 Phosphor Bronze UNS-051000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Form No. F_103005 18.04.12 Rev 18.1 Replaces Form No. F_103005 Rev 17.1 (added stainless steel cover plates) Page 2 of 7 ,R MIRAGE° STANDARD AND QR CONCEALED PENDENT N11a SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Yoke: Phosphor Bronze UNS-051000 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover: Copper UNS-Cl1000 or Stainless Steel UNS-S30400 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirage® Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately: Sprinkler: Base Part No. VK462 - 13503A for Brass finish and 13503JN for ENT finish. VK463 - HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E For example, sprinkler VK463 with a 155 °F (68 °C) temperature rating = 13667AB. Standard Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16") Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = MA, Painted Black = M-/B Temperature Suffix: 135 °F (57 °C) UL (139 °F (59 °C) FM and LPCB) = A, 165 °F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 °F (74 °C) temperature rating = 13504FC. Stainless Steel Cover Plates (not availble with any finish or paint): Base Part No. 21876 (2-3/4" diameter) or Base Part No. 21875 (3-5/16" diameter). Temperature Suffix: 135 °F (57 °C) UL (139 °F (59 °C) FM and LPCB) = A, 165 °F (74 °C) = C For example, cover 21876 with a 165 °F (74 °C) temperature rating = 21876C NOTE: The cLILus Listings for the square cover plate 15394 are for the 135 °F (57 °C) temperature rated cover plate only. Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches": A. Heavy Duty Wrench Part No. 14047W/B (available since 2006), or B. Head Cabinet Wrench Part No. 14031— (available since 2006) C. Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) "Requires a %" ratchet (not available from Viking). —Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat -sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip -cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_103005 18.04.12 Rev 18.1 Page 3 of 7 ,R MIRAGE° STANDARD AND QR CONCEALED PENDENT NIIQ SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Sprinkler Maximum Cover Plate Large Cover Square Cover Temperature Nominal Ambient Temperature Rating of Cover Base Part Plate Base Part Plate Base Part Bulb Color Classification Temperature Ceiling Assembly (Required) Number' Number' Nums 0 Rating' Temperature' 135 °F (57 °C) cULus Ordinary 155 °F (68° C) 100 °F (38 °C) 13504 or 218765 13642 or 218755 15394 Red 139 OF (59 °C) FM and LPCB Intermediate 175 °F (79° C) 150 °F (65° C) 165 °F (74 °C) 13504 or 218761 13642 or 218751 15394 Yellow Intermediate 200 OF (93° C) 150 °F (65° C) 165 °F (74 °C) 13504 or 218761 13642 or 218751 15394 Green Cover Plate Finishes': Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings^: ENT Footnotes The sprinkler temperature rating is stamped on the sprinkler deflector. z Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. ^ The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway, but the Belleville spring is exposed. ' Stainless Steel versions are not available with any finishes or paint. QQ�\1(__p CUS7-014 O 0 U2L 0 NNW All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers .. ... ... I.. . .... ., Figure 2: Square Cover Assembly 15394 Form No. F_103005 18.04.12 Rev 18.1 Page 4 of 7 MIRAGE-`°' STANDARD AND QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Or Approval Chart 1 {LIL} s defTEMamammRafig r , -- Cover Eton 7emperaiure Raring Mirage51 Concealed Pendent Sprinklers VK462 and VK463 Awl• cov:rMft Fnsh KEY Thread Nominal Maximum Listings and Approvals' Sprinkler SIN Size K-Factor Water Working (Refer also to Design Criteria) cULus' NYC I VdS' LPCB C E Base Part N°' Inch min U.S. I metric Pressure Standard Response Applications 13503A VK462 10 -- 5.6 80.6 175 psi (12 bar) — - AY1, CZ1 AY1, BZ1 AY1, CZ1a — 19785A VK462 112' — 5.6 80.6 175 psi (12 bar) — - — -- AY2, CZ2 21356A VK462 — 15 5.6 80,6 175 psi (12 bar) — - — -- AY2, GZ2 Quick Response Applications 13503A VK462 10 15 5.6 80.6 175 psi (12 bar) AV1, 3X1, AV1 EX16 — — - - AS3, BT3 AV1, BX1,AV1, 13503JN" VK462 10 15 5.6 80.6 175 psi (12 bar) BX16 — — — AS31 BT3 13667A VK463 112' 15 5.6 80.6 250 psi 17.2 bar) AV1, BX1 AV1, BX16 — Cover Plate Assembly Temperature Ratings'- a S - 135 °F (57 `G) cover 21876 or 21875 (large diameter) Cover Plate Assembly Finishest° Sprinkler Temperature Ratings T- 165 °F (74 °C) cover 21876 or 21875 (large diameter) 1 - Polished Chrome, Brushed Chrome, Bright Brass, A - 155 °F (68 °C) V -135 °F (57 °C) cULus Listed cover 13504, 13642 (large diameter), Antique Brass, Brushed Brass, Brushed Copper. B -175 °F (79 °C) and 200 °F (93 °G) or 15394 {square cover plate) Painted White, Painted Ivory, or Painted Black C - 200 °F (93 °C) X - 165 °F (74 °G) cover 13504, or 13642 (large diameter) 2 - Brass Y - 135 "F (57 "C) cover 13504 LPCB Approved as 139 °F (59 °G) 3 - Stainless Steel Z - 165 °F (74 °C) cover 13504 Footnotes ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 5 The Water Working Pressure rating is stamped on the deflector, 4 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. 5 Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32. ' VdS Approved, standards VdS 2344.2005-12, VdS 2100-25:2008-01, and EN 12259-1:1999 +A1:2001 + A2:2004 + A12006, Certificate G4080021. a CE Certified, Standard EN 12259-1, EC -certificate of conformity 0832-CPD-2032. a The 1351139 °F cover has an orange label. The 155 °F (74 °C) cover has a white label. 1°Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. " cULus Listed as corrosion resistant. NOTE: Custom colors are indicated on a label inside the cover assembly, Refer to Figure 1, Form No. F_103005 18.04.12 Rev 18.1 Page 5 of 7 ,R MIRAGE° STANDARD AND QR CONCEALED PENDENT NIIQ SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com DESIGN CRITERIA - UL (Also refer to Approval Chart 1) cULus Listing Requirements: Mirage° Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard, Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). • Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS Approval Reauirements: a) The sprinkler can be installed in a concrete ceiling (massive ceiling) or in a false ceiling made of light materials. b) This sprinkler is deflector fixed type and can be only activated by heat. The housing is not tight. c) Follow installation guidelines of current standards, CEA4001VdS and EN12845. These sprinklers can only be installed in LH and OH occupan- cies, except in OH4. NOTES: Due to the design the sprinkler type 'Domed-CCP' shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type 'Domed-CCP' shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: 1. Prepare the sprinkler key. 2. Remove the plastic cover. 3. Hold the sprinkler with the wrench and fasten it. 4. Replace the plastic cover and do not remove until the cover is installed. IMPORTANT. Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 18.04.12 Rev 18.1 Page 6 of 7 MIRAGE® STANDARD AND NJIKI QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www-vlkinggroupinc.com Approval Chart 2 (FM) Rating • i — Co w Place ismperanme Radol Miragc` Standard RcsponsC Concealed Pendent Sprinkler VK462 AWt• Gov,Pr�eFini KEY Sprinkler Base NPT Thread Size Nominal It -Factor Maximum FM Approvals' Part No., SIN Water Working (Refer also to Design Criteria below.) U.S. metric- Inch mm Pressure 13503A VK462 112" 15 5.6 80.6 175 psi (12 bar) AVN1, BX1,AY2, BZ2 Cover Plate Assembly Temperature Ratings1. 4 Cover Plate Assembly Finishes" Sprinkler Temperature Ratings Y - 139 °F (59 'C) cover 21875 or 21876 Z - 165 °F (74 °C) cover 21875 or 21876 1 Polished Chrome, Brushed Chrome, Bright A - 155 -F (68 °C) W - 139 °F (59 °C) cover 13504, 13642 (large diameter), or Brass, Antique Brass, Brushed Brass, B - 175'F (79 °C)and 20U °F (93'C) 15394 (square cover plate) Brushed Copper, Painted White, Painted X - 165 °F (74 °C) cover 13504, 13642 (large diameter), or IvaPainted Black 15394 (square cover plate) 2 _Stainlnless s Steel Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This Chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additiona approvals. 4 The 139 'F (59 'C) cover has an orange label. The 165 'F (74 'C) cover has a white label. s Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. DESIGN CRITERIA - FM (Also refer loApproval Chad 2 above } Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non -Storage concealed pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Farm No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 18.04.12 Rev 18.1 Page 7 of 7 MIRAGE° STANDARD AND QR CONCEALED PENDENT N I Kj SPRINKLER VK462 AND HP 4 SPRINKLER VK463 K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Sprinkler and Adapter Assembly • Protective cap removed • Use wrench 14047W/B** Y Sprinkler Wrench Part No. 14047W/B** Step 1: Carefully slide the wrench sideways around the deflector and pins NEVER install the sprinkler by applying the installation wrench across the frame arms. DO NOT overtighten. Use only the designated sprinkler wrenches, Viking Part Numbers 14047W/B** or 14031**. A leak tight seal should be achieved by turning the sprinkler clockwise 1 to 1-1/2 turns beyond finger tight. 2-1/4" (57 mm) diameter opening required in the ceiling. Step 2: 1 1 Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. Sprinkler wrench flat Sprinkler frame arms Figure 3: Sprinkler Installation and Proper Wrench Usage *�c A 1/2" ratchet is required (Not available from Viking) _. 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) t_ Minimum Z- E - T CM Lo N LO i { �4 2-3/4" (70 mm) or _ NOTE: Upon sprinkler activation, the deflector descends to approximately 13116" (21 mm) below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation 3-5/16" (84 mm) Form No. F_103005 18.04.12 Rev 18.1 Replaces Form No. F_103005 Rev 17.1 (added stainless steel cover plates) Page 1 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass -bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS uL S cULus Listed: Category VNIV FM FM Approved: Classes 2002 and 2020 Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/16" (56 mm) �Wl_us Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring -Exposed For ENT Coated Sprinklers: Belleville Spring -Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 ° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrench: Standard Wrench: Part No. 21475M/B (available since 2017) Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 17.10.05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896W/B with 21475M/B) Page 2 of 4 MICROFAST° QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast® Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 135 T (57 °C) 100 T (38 °C) Orange Ordinary 155 T (68 °C) 100 T (38 °C) Red Intermediate 175 T (79 °C) 150 T (65 °C) Yellow Intermediate 200 T (93 °C) 150 T (65 °C) Green High 286 T (141 °C) 225 T (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion -Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 OF (57 °C) Footnotes ' The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion -resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Protective Sprinkler Cap Wrench Flat Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F_052114 17.10.05 Rev 17.1 Page 3 of 4 R' MICROFAST-' QUICK • • RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877.384.5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking wehsite for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 1 (UL) MicrofasO Quick Response Upright Sprinkler VK300 &jgjgVMqj75 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length SIN Number' NPT 135P U.S. metrlC2 inches mm Wl-us 12978 VK300 112" 15 rnrn 5.6 80.6 2-3116 56 Al, B2 - ProductNOTICE Below - Limited Availability (Contact Local 06661 B I VK300 112" 1 15 mm 1 5.6 1 80.6 1 2-3116 1 56 1 Al. 82 Temperature KEY Flrish Al ]t # Eaculcheun ( i applicable) Listings and Approvals' VdS LPC6 I NYCe - -- I See footnote T. -- ISee footnote 7.1 — Approved Temperature Ratings Approved Finishes A- 135 `F (57 -C), 155 °F (68 aC), 175 -F (79 'C), 200 -F (93 °C), and 286 -F (141-C) 1 - Brass, Chrome, White Polyester °. and Black Polyester-` B - 155 -F (68 '% 175 -F (79 `C), 200 °F (93 °C), and 286 "F (141°C} 2 - ENT' Footnotes ' Base part number Is shown. For complete part number, refer to Viking's current price schedule. 'Metric K-factor measurement shown is when pressure is measured in Bar. when pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the Ilstings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. 6 Whis Listed as corrosion resistant. Meets New York City requirements, effective July 1, 2W8 a Accepted for use. City of New York Board of Standards and Appeals. Calandar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E, Vol. I& DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) Wl-us Listing Requirements_ The Viking Microfast_. Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F-091699 - Care and Handling of Sprinklers. Also refer to Form No. F-080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F 052114 17.10.05 Rev 17.1 Page 4 of 4 MICROFAST11 QUICK Nita 04 • A + RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperature KEY Microfast° Qulck Response Fnlsh AIL 4— Escutcheon (if appllcsblel Upright Sprinkler VK300 Maximum 175 PSI (12 bar) WWP Base Part Thread Size Nominal K-Factor Overall Length FM Approvals' Number' SIN (Refer also to Design Criteria below.] NPT ESP U.S. metric' Inches mm 12978 VK300 112" 15 mm 5.6 80.6 2-3116 56 Al, B2 r .. Office) 06661 B VK300 112" 1 15 mm 1 5.6 80.6 2-3/16 55 All. B2 Approved Temperature Ratings Approved Finishes A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141'C) 1 - Brass, Chrome, White Polyester', and Black B - 155 °F (68 °C), 175 °F (79 °C), 200'F (93 °C), and 286 °F {141°C) Polyesters 2 - ENT5 Footnotes ' Base part number is shown- For complete part number, refer to Vikings current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. s Other colors are available on request with the same Approvals as the standard colors- FM approved as corrosion resistant. DESIGN CRITERIA - FM Also refer to Approval Chart 2 above-) FM Approval Reouirements: The MicrofasP Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non -Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT. Always refer to Bulletin Form No. F_09'1699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information, Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAO, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 17.10,05 Rev 17.1 Replaces Form No. F_052114 Rev 15.2 (Replaced wrench 10896WfB with 21475M1B) Page 1 of 4 N I [a VK3001 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK3001 Quick Response Upright Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart. 2. LISTINGS AND APPROVALS C&I UL Listed: Category VNIV FM FM Approved: Classes 2016, 2043 ,...o� Also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of -3 PSI (-207 mbar). ICE CE: Standard EN12259-1, DOP_XT1A 1-3-21 Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Minimum Operating Pressure: 7 PSI (0.5 bar) Rated to: UL - 250 PSI (24 bar) WWP FM - 175 PSI (12 bar) WWP Factory tested hydrostatically to 500 PSI (34.5 bar) Thread size: 1 /2" NPT (15 mm BSPT) WARNING: Cancer and Reproductive Harm- www.P66Warnings.ca.gov Nominal K-factor: 5.6 U.S. (80.6 metric) Glass -bulb fluid temperature rated to -65 °F (-55 °C) Metric K-factor measurement shown is in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass CW602N, UNS-C84400 or QM Brass Deflector: Stainless Steel UNS S30400 Pip Cap Shell - Stainless Steel UNS-S44400 Pip Cap Disc - Stainless Steel UNS-S30100 Belleville Spring - Nickel Alloy Pip Cap Seal - Polytetrafluoroethylene (PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 3 mm diameter Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. Refer to Figure 3 • Risk of permanent damage. Over -tightening the sprinkler can cause permanent damage. > Tighten the sprinkler to a MAXIMUM torque of 14 ft-lbs (19 N-m). 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat -sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers are available through a network of domestic and international distributors. See the website for the closest distributor or contact Viking. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_110420 21.04.02 Rev 21.1 Replaces page F_110420 Rev 20.1 (Added CE Approval) Page 2 of 4 N I jai VK3001 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLEORDERING •R• Instructions: Using the sprinkler base part number, .. the suffix for the desired.. Size the suffix for the desired Temperature Rating. 1: Finishes 2: Temperature Ratings Sprinkler Description Suffix , Nominal Rating Bulb Color Max. Ambient Ceiling Suffix Base Part NPT BSPT Number Inch mm Temperature 23869 1/2 -- Brass A 135 °F (57 °C) Orange 100 °F (38 °C) A 23881 -- 15 Chrome F 155 °F (68 °C) Red 100 °F (38 °C) B White Polyester 3.5 M-/W 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 3.5 M-/B 200 °F (93 °C) Green 150 °F (65 °C) E ENT 3,4.5 JN 286 °F (141 °C) Blue 225 °F (107 °C) G OPEN -- -- Z Example: 23869MB/W = VK3001 with white polyester finish and 155 °F (68 °C) nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature -rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): Standard (straight) Wrench: Part number 23559MB. Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A B. 6-12 sprinklers: Part number 01725A Footnotes 1. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. z. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3. UL Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. The corrosion resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. 6 UL Listed for 250 PSI (17.2 bar) WWP. 1-15/16" J49 mm) 112" NPT or 15 mm BSPT I 7/16" (11 mm) Nominal Pipe Engagement Figure 1: Sprinkler Wrench Form No. F_110420 21.04.02 Rev 21.1 Figure 2: Sprinkler Dimensions Page 3 of 4 N I [a VK3001 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es)� Temperature(s) A 1 X KEY Viking Quick Response Upright Sprinkler Escutcheon(s), If applicable VK3001 K5.6 (80.6 metric) Thread Size Listings and Approvals2,6 Sprinkler Base Part Number' NPT BSPT cULus FM CEs Inch mm Approval Listing Maximum WWP Approval Listing Maximum WWP Approval Listing 23869 1/2 -- Al 250 PSI (17.2 bar) Al 175 PSI (12 bar) 131 23881 -- 15 Al 250 PSI (17.2 bar) Al 175 PSI (12 bar) 131 Approved Temperature Ratings: A = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 °C) B = 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 °C) Approved Finishes: 1 = Brass, Chrome, White Polyester 3A, Black Polyester 3A, and ENT' S Footnotes 1 Base Part number is shown. For complete part number, refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. ° cULus Listed as corrosion resistant. 5 FM Approved as corrosion resistant. 6 CE: Standard EN12259-1, Declaration of Performance DOP XT1A 1-3-21. DESIGN CRITERIA - UL cULus Listing Requirements: The Viking VK3001 Quick Response Upright Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers shall be followed. DESIGN CRITERIA - FM FM Approval Reauirements: The Viking VK3001 Quick Response Upright Sprinkler is FM Approved as quick response Non -Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT. Always refer to Form Number F_091699 - Care and Handling of Sprinklers. Also refer to Form Number F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_110420 21.04.02 Rev 21.1 Page 4 of 4 N I [a VK3001 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. Carefully slide the wrench onto the 2. Install the sprinkler into the pipe fitting. wrench flats. NOTE: The sprinkler frame arms shall be parallel to the pipe. Frame arms must be parallel to the pipe. Figure 3: Installation Form No. F_110420 21.04.02 Rev 21.1 Replaces page F_110420 Rev 20.1 (Added CE Approval) Page 1 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool, dry place. • Protect sprinklers during storage, transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. For Pre -Assembled Drops: • Protect sprinklers during handling and after installation. • For recessed assemblies, use the protective sprinkler cap (Viking Part Number 10364). Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. • Install sprinklers after the piping is in place to prevent mechanical damage. • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint, etc., from sprinklers. • Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A WARNING CORRECT INCORRECT (Original container used) (Placed loose in box) CORRECT INCORRECT (Protected with caps) (Protective caps not used) CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) ceiling) (Special installation (Designated wrench not wrenches) used) WARNING: Cancer and Reproductive Harm- www. P65Warn ings. ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature allowed. Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation, and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap - on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets* when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: The sprinkler has been installed'. The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Figure 1: Sprinkler shield being removed from a pendent sprinkler. Figure 2: Sprinkler cap being removed from a pendent sprinkler. Figure 3: Sprinkler cap being re- moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. ;A;wA�fJ[Hc Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 NIK CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ACAUTIQI! CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly (Protective Cap Removed) Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100 °F (38 °C). Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage, transport, handling, and after installation. Use original shipping containers. Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench (refer to the appropriate sprinkler data page) to install these sprinklers. NOTE: The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over -tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall, paint, etc., from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX -COATED SPRINKLERS Many of Viking's sprinklers are available with factory -applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax -Coated Sprinklers: • Store the sprinklers in a cool, dry place (in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax -coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage, transport, handling, and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes, bins, or buckets. Installation of Wax -Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax -coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation, wax is available from Viking in bar form. Refer to Table 1 below. The coating MUST be repaired after sprinkler installation to protect the corrosion -resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating. Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25. Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. Sprinkler Temperature Rating (Fusing Point) Wax Part Number Wax Melting Point Maximum Ambient Ceiling Temperature Wax Color 155 °F (68 °C) / 165 °F (74 °C) 02568A 148 °F (64 °C) 100 °F (38 °C) Light Brown 175 °F (79 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 200 °F (93 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 220 °F (104 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown 286 °F (141 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ;� W AR[J[HIG Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 3 N4 I KJ 4 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern. A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element. An open sprinkler does not use an operating element and is open at all times. The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes, temperature ratings, thread sizes, and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or WARNING: Cancer and Reproductive Harm - approval agency listings. www.P65Warnings.ca.gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure [250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word "Viking", the sprinkler identification number (SIN) consisting of "VK" plus a three digit number*, the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion -resistant coatings or are fabricated from non -corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installa- tion rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum -reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classifica- tion, depending upon sprinkler location, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors. The orifice is a tapered waterway and, therefore, the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13, Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector. The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern. The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER: A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella -shaped spray pat- tern downward. Marked "SSU" (Standard Sprinkler Upright) or "UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER: A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http://www.vikinggroupinc.com. the deflector and forming an umbrella -shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT" on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER: An "old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS. Marked "C U/P" (Conventional Upright/Pendent) on the deflector. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 2 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com VERTICAL SIDEWALL (VSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The deflector provides a water spray pattern outward in a quarter -spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position —in this case, the sprinkler will also be marked "UPRIGHT" or "PENDENT'.) HORIZONTAL SIDEWALL (HSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The special deflector provides a water spray pattern outward in a quarter -spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler. The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked "SIDEWALL" and "TOP" with an arrow and the word "FLOW". EXTENDED COVERAGE (EC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings. Maximum area of coverage, minimum flow rate, orifice size, and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light -Hazard occupancies with smooth, flat, horizontal ceil- ings unless otherwise specified. In addition to the above markings, the sprinkler is marked "EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE (QREC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing. This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies. The sprinkler is marked "QREC'. FLUSH SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". CONCEALED SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". RECESSED SPRINKLER: A spray sprinkler assembly intended for installation with a concealed piping system. The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION -RESISTANT SPRINKLER: A special service sprinkler with non -corrosive protective coatings, or that is fabricated from non -corrosive material, for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER: A special -service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures. The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates. The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the "B" dimension [distance from the face of the fitting (tee) to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER: A type of special application sprinkler used to provide fire control of specific high -challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella -shaped spray pattern downward with a higher percentage of "large" water droplets than standard spray sprinklers. The sprinkler has an extra -large orifice with a nominal K-Factor of 11.2. Marked "HIGH CHALLENGE" and "UPRIGHT'. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER: A sprinkler intended to provide fire suppression of specific high - challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8, or 25.2 nominal K-Factor, and special deflector. ESFR sprinklers are designed to produce high -momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high -challenge fire. Marked "ESFR" and "UPRIGHT' or "PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER: A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations. The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER: A sprinkler intended for use in the following occupancies: one- and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a "fast response" heat sensitive operating element. They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes. For this reason, residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings, the unit is identified as "RESIDENTIAL SPRINKLER" or "RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT. Always referto Bulletin Form No. F_091699 -Care and Handling of Sprinklers and the appropriate sprin- klergeneral care, installation, and maintenance guide. Viking sprinklers areto be installed in accordancewiththe latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and alsowith the provisions of governmental codes, ordinances, and standards, wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 1 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION - STANDARD RESPONSE, QUICK RESPONSE, EXTENDED COVERAGE, AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element. Available styles include pendent, flush pendent, concealed pendent, upright, horizontal sidewall, vertical sidewall, or conventional, depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes, temperature ratings, responses, and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion -resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition, the special Polyester or Teflon° coatings can be used in decorative applications where colors are desired. t Refer to the sprinkler technical data page for available styles, finishes, temperature ratings, responses, and nominal K-Factors for specific sprinkler models. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or approval agency listings. 3. TECHNICAL DATA Specifications: EWARNING: Cancer and Reproductive Harm - Refer to the appropriate sprinkler technical data sheet. www.P65Warnings.ca.gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE: Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A. Care and Handling (also refer to Bulletin - Care and Handling of Sprinklers, Form No. F_091699.) Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to the temperature chart on the sprinkler technical data page). Never install any glass -bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. A small air bubble should be present in the glass bulb. Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately. (Note: Installing glass bulb sprinklers in direct sunlight (ultraviolet light) may affect the color of the dye used to color code the bulb. This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage, transport, handling, and after installation. Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments. When installing corrosion -resistant sprin- klers, take care not to damage the corrosion -resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers (any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers, upright, or horizontal sidewall sprinklers installed so that water is not trapped. For dry systems, pendent sprinklers and sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40 °F (4 °C). B. Installation Instructions - Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including, but not limited to: painting, plating, coating, or modification, may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor, temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. 1 a. For frame -style sprinklers, install escutcheon (if used), which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. 1 b. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location, and centered in the opening* in the ceiling or wall. "Size depends on the sprinkler model used. Refer to the sprinkler technical data page. 2. Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. NOTE: Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe -joint compound or tape. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily.. 3. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over -tighten or damage the sprinkler. b. For flush and concealed style sprinklers: the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench. 'Thread size depends on the particular sprinkler model used. Refer to the sprinkler technical data page. C. Installation Instructions - Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet (for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC* threaded tee fittings (for wet systems) that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125), even at branch line ends. The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-13I. When selecting other CPVC fittings, contact Viking Technical Services. 1. DO NOT install the dry sprinkler into a threaded elbow, coupling, or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3. NEVER try to modify dry sprinklers. They are manufactured for specific "A" or "B" dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style, with the appropriate "A" or "B" dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping, in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling, it may be necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-112" (38.1 mm) in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel. Slide the escutcheon past the external threads. NOTE: When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A. For all dry sprinklers: Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE: Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe -joint compound or tape. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only, while taking care not to damage the sprinkler. NOTE: Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers: Escutcheons can be installed after the sprinklers have been installed onto the piping. Refer to the appropriate sprinkler technical data page for escutcheon installation instructions and illustrations. D. Installation Instructions - Testing 4. After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the installation stand- ards. Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi (20.7 bar) for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. a. Make sure the sprinkler is properly tightened. If a thread leak occurs, normally the sprinkler must be removed, new pipe -joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. Air testing [do not exceed 40 psi (2.76 bar)] the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments. To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together. To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Retain a protective cap or shield in the spare sprinkler cabinet. 5. For flush style sprinklers: the ceiling ring can now be installed onto the sprinkler body. Align the ceiling ring with the sprinkler body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4" (6.35 mm). DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple as required. 6. For concealed sprinklers: the cover assembly can now be attached. a. Remove the cover from the protective box, taking care not to damage the cover plate assembly. b. Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used) touches the surface of the ceiling. d. Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers. DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple. NOTE: If it is necessary to remove the entire sprinkler unit, the system must be taken out of service. See section 6. INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). During fire conditions, the operating element fuses or shatters (depending on the type of sprinkler), releasing the pip cap and sealing assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appro- priate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire -protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide, and applicable NFPA standards. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. Frequency of inspec- tions may vary due to corrosive atmospheres, water supplies, and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re -used, but must be replaced. When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2a. For frame -style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception: Domed concealed sprinklers are removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4. INSTALLATION. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct K-Factor, temperature rating, and response character- istics. A fully stocked spare sprinkler cabinet should be provided for this purpose. For flush or concealed sprinklers: stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks. Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage, and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 1 of 1 Ca; REGULATORYAND HEALTH WARNINGS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene, titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Page 1 of 1 lR: N411a XT1 Sprinkler and XG Guard Assemblies The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. INTRODUCTION The purpose of this bulletin is to inform users of proper XG Guard usage for the Model XT1 Sprinklers. The XG Guard assemblies are specifically listed and approved for use on Model XT1 Sprinklers; no other guard assemblies should be used. A WARNING Viking sprinklers are manufactured and tested to meet the rigid requirements of the approving agency. The sprinklers are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to: unlisted accessories, painting, plating, coating, or modification, may render the sprinkler inoperative and will automatically nullify the approval and any guarantee made by The Viking Corporation. Refer to the Authority Having Jurisdiction prior to installation. 2. GENERAL INFORMATION: A potential product performance issue may exist when listed products are combined with unlisted product(s) that have not been evaluated together by a recognized approval laboratory. With the development of new products and existing products, it is extremely important to correctly match a sprinkler with a sprinkler guard. Please refer to the appropriate manufacturer's technical literature or call Viking Technical Services at 877-384-5464. • Model XT1 sprinklers are specifically listed and approved with XG Guard. The XG Guard, part number 22931, is listed and approved for use with the following XT1 sprinklers: VK1001, VK1021, VK3001, VK3021, VK2002, VK2022, VK3502, VK3522, VK2001, VK2021, VK3501, VK3521. Refer to the Guards and Water Shields for XT1 Sprinklers Technical Data Sheet at the following link: https://www.vikinggroupinc.com/sites/default/files/documents/021319.pdf Listed and Approved XG Guard/XT1 Sprinkler Assembly Unlisted Guard/XT1 Sprinkler Assembly A :tivation :nt T-hinge locked Form No. F_091119 19.09.11 Rev 19.1 Page 1 of 5 lR: l VK3021 QUICK RESPONSE �J PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK3021 Quick Response Pendent Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart. 2. LISTINGS AND APPROVALS C &us UL Listed: Category VNIV inn FM Approved: Classes 2017, 2015, 2043 4 Also approved for use in FM Approved vacuum dry sprinkler systems with a C E maximum supervisory vacuum pressure of -3 PSI (-207 mbar) CE: Standard EN12259-1, DOP XT1A 1-3-21 Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 PSI (0.5 bar) Rated to: UL - 250 PSI (24 bar) WWP FM - 175 PSI (12 bar) WWP Factory tested hydrostatically to 500 PSI (34.5 bar) Thread size: 1 /2" NPT (15 mm BSPT) WARNING: Cancer and Reproductive Her Nominal K-factor: 5.6 U.S. (80.6 metric*) www.P65Warnings.ca.gov Glass -bulb fluid temperature rated to -65 °F (-55 °C) * Metric K-factor measurement shown is in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass CW602N, UNS-C84400 or QM Brass Deflector: Stainless Steel UNS S30400 Pip Cap Shell - Stainless Steel UNS-S44400 Pip Cap Disc - Stainless Steel UNS-S30100 Belleville Spring - Nickel Alloy Pip Cap Seal - Polytetrafluoroethylene (PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 3 mm diameter Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. Risk of permanent damage. Over -tightening the sprinkler can cause permanent damage. > Tighten the sprinkler to a MAXIMUM torque of 14 ft-lbs (19 Winn). 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat -sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers are available through a network of domestic and international distributors. See the Viking website for the closest distributor or contact Viking. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_110720 21.04.19 Rev 21.2 Replaces Form No. F_110720 Rev 21.1 (Added Models E-1, E-2 and E-3 Escutcheons) Page 2 of 5 l VK3021 QUICK RESPONSE �J PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, .. the suffix for the desired Finish Size .. the suffix for the desired Temperature Rating. 1: Finishes 2: Temperature Ratings Sprinkler Description 1 Suffix , Nominal Rating Bulb Color Max. Ambient Ceiling Suffix Base Part NPT BSPT Number Inch mm Temperature' 238707 1/2 Brass A 135 °F (57 °C) Orange 100 °F (38 °C) A 23882' 1 1 15 Chrome F 155 °F (68 °C) Red 100 °F (38 °C) B White Polyester 4.6 M-/W 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 4.6 M-/B 200 °F (93 °C) Green 150 °F (65 °C) E ENT 4,5,6 JN 286 °F (141 °C) Blue 225 °F (107 °C) G OPEN -- -- Z Example: 23870MB/W = VK3021 with white polyester finish and 155 °F (68 °C) nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature -rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Standard Wrench: Part number 23559MB B. Recessed Socket Wrench: Part number 23560MB2 Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A B. 6-12 sprinklers: Part number 01725A Footnotes I Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. z. Requires a 1/2" ratchet which is not available from Viking. 3. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 4. LIL Listed as corrosion resistant. 5. FM Approved as corrosion resistant. e. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. 7 LIL Listed for 250 PSI (17 bar) WWP. B A Top View Figure 1: Sprinkler Wrenches 7/16" (11 mm) Nominal Pipe Engagement 1/2" NPT 15 mm BSPT 1-15/16" (49 mm) Figure 2: Sprinkler Dimensions Form No. F_110720 21.04.19 Rev 21.2 Page 3 of 5 lR: l VK3021 QUICK RESPONSE �J PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es)� Viking Quick Response Pendent Sprinkler Temperature(s)li A 1 X KEY VK3021 K5.6 (80.6 metric) Escutcheon(s), If applicable Thread Size Listings and Approvals2,6 Sprinkler Base Part Number' NPT BSPT cULus FM CE6 Inch mm Approval Listings Maximum WWP Approval Listings Maximum WWP Approval Listings 23870 1/2 -- A1, B2X, B3Y 250 PSI (17 bar) A1, B2X, B3Y 175 PSI (12 bar) C1, D2X, D3Y 23882 -- 15 A1, B2X, B3Y 250 PSI (17 bar) A1, B2X, B3Y 175 PSI (12 bar) C1, D2X, D3Y Approved Temperature Ratings: A = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 °C) B = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) C = 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 °C) D = 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Approved Finishes: 1 = Brass, Chrome, White Polyester 3,4, Black Polyester 3,4, and ENT45 2 = Brass, Chrome, White Polyester 3,4, and Black Polyester 3,4 3 = ENT4,5 Approved Escutcheon Code: X = Installed with Viking Recessed Escutcheons Models E-1, E-2, E-3, NP-1, NP-2, and NP-3, or Viking Standard Surface Mounted Escutcheons Y = Installed with Viking Recessed Escutcheons Models E-1 and NP-1, or Viking Standard Surface Mounted Escutcheons Footnotes I Base Part number is shown. For complete part number, refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. 4 cULus Listed as corrosion resistant. 5 FM Approved as corrosion resistant. 6 CE: Standard EN12259-1, Declaration of Performance DOP XT1A 1-3-21. DESIGN CRITERIA - UL cULus Listing Reguirements: The Viking VK3021 Quick Response Pendent Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers shall be followed. IMPORTANT. Always refer to Form Number F 091699 - Care and Handling of Sprinklers. Also refer to Form Number F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance With the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. DESIGN CRITERIA - FM FM Approval Reguirements: The Viking VK3021 Quick Response Pendent Sprinkler is FM Approved as quick response Non -Storage Pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT. Always refer to Form Number F 091699 - Care and Handling of Sprinklers. Also refer to Form Number F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance With the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_110720 21.04.19 Rev 21.2 Page 4 of 5 VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. Install the escutcheon inner ring onto the sprinkler threads. 2. Carefully slide the wrench** sideways around the protective cap then push upwards to engage with the sprinkler wrench flats. 3. Install the sprinkler and escutcheon assembly into the pipe fitting. Be sure the escutcheon outer ring contacts the surface of the finished ceiling. Figure 3: Recessed Installation (with Recessed Socket Wrench) **A 1/2" ratchet is required (not available from Viking). 1. Install the escutcheon onto the sprinkler threads. 2. Carefully slide the wrench onto the sprinkler wrench flats. Figure 4: Installation (with Standard Wrench) 3. Install the sprinkler and escutcheon assembly into the pipe fitting. Be sure the escutcheon contacts the surface of the finished ceiling. Form No. F_110720 21.04.19 Rev 21.2 Page 5 of 5 lR: l VK3021 QUICK RESPONSE �J PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Models E-1 or NP-1 Recessed Escutcheon 2-1/8" (54 mm) Ceiling opening size: Minimum: 2-5/16" (59 mm) _ Maximum: 2-1/2" (64 mm) Min " Max. 1-7f16" (21 mmmm) (37 Imm) Ceiling opening size: Minimum: 2-5/16" (59 mml Maximum: 2-1/2" (64 Models E-2, E-3, NP-2 or NP-3 Thread- Recessed 2-1/8" (54 mm) Escutcheon (E-3 and NP-3 Outer rings have larger diameters) I Min. 15/16" Max. 1-3/4" (24 mm) (44 mm) W —i—-- _ 6" Im) Standard Surface -Mounted Escutcheon Figure 5: Installation Dimensions with Viking Escutcheons Form No. F_110720 21.04.19 Rev 21.2 Replaces Form No. F_110720 Rev 21.1 (Added Models E-1, E-2 and E-3 Escutcheons) Page 1 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool, dry place. • Protect sprinklers during storage, transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. For Pre -Assembled Drops: • Protect sprinklers during handling and after installation. • For recessed assemblies, use the protective sprinkler cap (Viking Part Number 10364). Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. • Install sprinklers after the piping is in place to prevent mechanical damage. • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint, etc., from sprinklers. • Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A WARNING CORRECT INCORRECT (Original container used) (Placed loose in box) CORRECT INCORRECT (Protected with caps) (Protective caps not used) CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) ceiling) (Special installation (Designated wrench not wrenches) used) WARNING: Cancer and Reproductive Harm- www. P65Warn ings. ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature allowed. Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation, and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap - on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets* when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: The sprinkler has been installed'. The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Figure 1: Sprinkler shield being removed from a pendent sprinkler. Figure 2: Sprinkler cap being removed from a pendent sprinkler. Figure 3: Sprinkler cap being re- moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. ;A;wA�fJ[Hc Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 NIK CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ACAUTIQI! CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly (Protective Cap Removed) Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100 °F (38 °C). Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage, transport, handling, and after installation. Use original shipping containers. Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench (refer to the appropriate sprinkler data page) to install these sprinklers. NOTE: The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over -tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall, paint, etc., from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX -COATED SPRINKLERS Many of Viking's sprinklers are available with factory -applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax -Coated Sprinklers: • Store the sprinklers in a cool, dry place (in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax -coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage, transport, handling, and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes, bins, or buckets. Installation of Wax -Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax -coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation, wax is available from Viking in bar form. Refer to Table 1 below. The coating MUST be repaired after sprinkler installation to protect the corrosion -resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating. Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25. Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. Sprinkler Temperature Rating (Fusing Point) Wax Part Number Wax Melting Point Maximum Ambient Ceiling Temperature Wax Color 155 °F (68 °C) / 165 °F (74 °C) 02568A 148 °F (64 °C) 100 °F (38 °C) Light Brown 175 °F (79 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 200 °F (93 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 220 °F (104 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown 286 °F (141 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ;� W AR[J[HIG Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 3 N4 I KJ 4 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern. A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element. An open sprinkler does not use an operating element and is open at all times. The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes, temperature ratings, thread sizes, and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or WARNING: Cancer and Reproductive Harm - approval agency listings. www.P65Warnings.ca.gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure [250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word "Viking", the sprinkler identification number (SIN) consisting of "VK" plus a three digit number*, the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion -resistant coatings or are fabricated from non -corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installa- tion rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum -reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classifica- tion, depending upon sprinkler location, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors. The orifice is a tapered waterway and, therefore, the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13, Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector. The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern. The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER: A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella -shaped spray pat- tern downward. Marked "SSU" (Standard Sprinkler Upright) or "UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER: A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http://www.vikinggroupinc.com. the deflector and forming an umbrella -shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT" on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER: An "old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS. Marked "C U/P" (Conventional Upright/Pendent) on the deflector. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 2 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com VERTICAL SIDEWALL (VSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The deflector provides a water spray pattern outward in a quarter -spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position —in this case, the sprinkler will also be marked "UPRIGHT" or "PENDENT'.) HORIZONTAL SIDEWALL (HSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The special deflector provides a water spray pattern outward in a quarter -spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler. The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked "SIDEWALL" and "TOP" with an arrow and the word "FLOW". EXTENDED COVERAGE (EC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings. Maximum area of coverage, minimum flow rate, orifice size, and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light -Hazard occupancies with smooth, flat, horizontal ceil- ings unless otherwise specified. In addition to the above markings, the sprinkler is marked "EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE (QREC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing. This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies. The sprinkler is marked "QREC'. FLUSH SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". CONCEALED SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". RECESSED SPRINKLER: A spray sprinkler assembly intended for installation with a concealed piping system. The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION -RESISTANT SPRINKLER: A special service sprinkler with non -corrosive protective coatings, or that is fabricated from non -corrosive material, for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER: A special -service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures. The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates. The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the "B" dimension [distance from the face of the fitting (tee) to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER: A type of special application sprinkler used to provide fire control of specific high -challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella -shaped spray pattern downward with a higher percentage of "large" water droplets than standard spray sprinklers. The sprinkler has an extra -large orifice with a nominal K-Factor of 11.2. Marked "HIGH CHALLENGE" and "UPRIGHT'. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER: A sprinkler intended to provide fire suppression of specific high - challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8, or 25.2 nominal K-Factor, and special deflector. ESFR sprinklers are designed to produce high -momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high -challenge fire. Marked "ESFR" and "UPRIGHT' or "PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER: A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations. The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER: A sprinkler intended for use in the following occupancies: one- and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a "fast response" heat sensitive operating element. They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes. For this reason, residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings, the unit is identified as "RESIDENTIAL SPRINKLER" or "RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT. Always referto Bulletin Form No. F_091699 -Care and Handling of Sprinklers and the appropriate sprin- klergeneral care, installation, and maintenance guide. Viking sprinklers areto be installed in accordancewiththe latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and alsowith the provisions of governmental codes, ordinances, and standards, wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 1 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION - STANDARD RESPONSE, QUICK RESPONSE, EXTENDED COVERAGE, AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element. Available styles include pendent, flush pendent, concealed pendent, upright, horizontal sidewall, vertical sidewall, or conventional, depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes, temperature ratings, responses, and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion -resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition, the special Polyester or PTFE coatings can be used in decorative applications where colors are desired. t Refer to the sprinkler technical data page for available styles, finishes, temperature ratings, responses, and nominal K-Factors for specific sprinkler models. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or approval agency listings. 3. TECHNICAL DATA Specifications: EWARNING: Cancer and Reproductive Harm - Refer to the appropriate sprinkler technical data sheet. www.P65Warnings.ca.gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE: Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A. Care and Handling (also refer to Bulletin - Care and Handling of Sprinklers, Form No. F_091699.) Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to the temperature chart on the sprinkler technical data page). Never install any glass -bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. A small air bubble should be present in the glass bulb. Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately. (Note: Installing glass bulb sprinklers in direct sunlight (ultraviolet light) may affect the color of the dye used to color code the bulb. This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage, transport, handling, and after installation. Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments. When installing corrosion -resistant sprin- klers, take care not to damage the corrosion -resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers (any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers, upright, or horizontal sidewall sprinklers installed so that water is not trapped. For dry systems, pendent sprinklers and sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40 °F (4 °C). B. Installation Instructions - Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including, but not limited to: painting, plating, coating, or modification, may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor, temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. 1 a. For frame -style sprinklers, install escutcheon (if used), which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. 1 b. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location, and centered in the opening* in the ceiling or wall. "Size depends on the sprinkler model used. Refer to the sprinkler technical data page. 2. Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. NOTE: Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe -joint compound or tape. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily.. 3. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over -tighten or damage the sprinkler. b. For flush and concealed style sprinklers: the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench. 'Thread size depends on the particular sprinkler model used. Refer to the sprinkler technical data page. C. Installation Instructions - Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet (for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC* threaded tee fittings (for wet systems) that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125), even at branch line ends. The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-13I. When selecting other CPVC fittings, contact Viking Technical Services. 1. DO NOT install the dry sprinkler into a threaded elbow, coupling, or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3. NEVER try to modify dry sprinklers. They are manufactured for specific "A" or "B" dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style, with the appropriate "A" or "B" dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping, in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling, it may be necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-112" (38.1 mm) in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel. Slide the escutcheon past the external threads. NOTE: When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A. For all dry sprinklers: Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE: Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe -joint compound or tape. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only, while taking care not to damage the sprinkler. NOTE: Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers: Escutcheons can be installed after the sprinklers have been installed onto the piping. Refer to the appropriate sprinkler technical data page for escutcheon installation instructions and illustrations. D. Installation Instructions - Testing 4. After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the installation stand- ards. Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi (20.7 bar) for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. a. Make sure the sprinkler is properly tightened. If a thread leak occurs, normally the sprinkler must be removed, new pipe -joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. Air testing [do not exceed 40 psi (2.76 bar)] the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments. To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together. To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Retain a protective cap or shield in the spare sprinkler cabinet. 5. For flush style sprinklers: the ceiling ring can now be installed onto the sprinkler body. Align the ceiling ring with the sprinkler body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4" (6.35 mm). DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple as required. 6. For concealed sprinklers: the cover assembly can now be attached. a. Remove the cover from the protective box, taking care not to damage the cover plate assembly. b. Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used) touches the surface of the ceiling. d. Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers. DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple. NOTE: If it is necessary to remove the entire sprinkler unit, the system must be taken out of service. See section 6. INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). During fire conditions, the operating element fuses or shatters (depending on the type of sprinkler), releasing the pip cap and sealing assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appro- priate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire -protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide, and applicable NFPA standards. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. Frequency of inspec- tions may vary due to corrosive atmospheres, water supplies, and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re -used, but must be replaced. When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2a. For frame -style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception: Domed concealed sprinklers are removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4. INSTALLATION. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct K-Factor, temperature rating, and response character- istics. A fully stocked spare sprinkler cabinet should be provided for this purpose. For flush or concealed sprinklers: stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks. Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage, and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 1 of 1 Ca; REGULATORYAND HEALTH WARNINGS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene, titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Page 1 of 6 Ca; QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1. DESCRIPTION Viking Quick Response Dry Pendent Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry sys- tems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. Viking Quick Response Dry Pendent Sprinklers are available in various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global has no approval classification for Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS e& cULus Listed: Category VNIV FM FM Approved: Classes 2013 and 2015 WARNING: Cancer and Reproductive Harm- www.P65Warnings.ca.gov NYC Approved: MEA 89-92-E Volume 15 Refer to Approval Chart 1 and Design Criteria on page 105d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 105e for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1" NPT or 25 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric) for all listed and approved lengths. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F (-55 °C) Covered by the following U.S. Patents: 8,636,075 and 10,220,231 Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Compression Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C31400 or UNS-C31600 Pip Cap Adapter: Brass UNS-C36000 Orifice: Copper UNS-C22000 or UNS-C11000 Tube: ERW Hydraulic Steel Tube Support (Internal): Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads: QM Brass Sleeve (for Adjustable Standard style only): Brass UNS-C26000 or UNS-C26800 Escutcheon Materials: Adjustable Standard Dry Escutcheons: Brass UNS-C26000 or UNS-C26800 Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080 ENT Coated Adjustable and Recessed Escutcheons: Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) Form No. F 031793 19.10.14 Rev 19.2 Replaces Form F 031793 Rev. 19.1 (Added ENT, updated FM language.) Page 2 of 6 QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Order Quick Response Dry Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish, the appropriate suffix for the temperature rating, and then the suffix for the length ("A" dimension) to sprinkler base part number. Order in a specific length noted as the "A" dimension. The "A" dimension is the distance from the face of the fitting (tee) to the desired finished surface of the ceiling. These sprinklers are listed and approved in lengths from 1-1/2" to 45-1/2" (38.1 mm to 1,156 mm) for the adjustable standard style, 3" to 47" (76.2 mm to 1,194 mm) for the plain barrel style, and 3-1/4" to 47-1/2" (82.5 mm to 1,207 mm) for the adjustable recessed style. Lengths exceeding the standard lengths are available, with no approvals, on a "made -to -order" basis: Recessed Dry Pendent up to 65-1/2" (1,664 mm). Adjustable Standard Dry Pendent up to 63-1/2" (1,613 mm). Plain Barrel Dry Pendent up to 65" (1,651 mm). Contact the manufacturer for more information. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, and ENT = JN Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G For example, sprinkler VK176 with a Chrome finish and a 155 °F (68 °C) temperature rating, and "A" length of 10" = Part No. 08383UFB10. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 07297W/B (available since 1991) B. Wrench for recessed sprinklers: Part No. 07565W/B** (available since 1991) **A'/2' ratchet is required (not available from Viking). Sprinkler Guard: Chrome, with no listings or approvals, for installation on dry pendent sprinklers made after May 1994 only (Part No. 08954). Replacement Escutcheons: A. Adjustable Standard Dry Escutcheon: Base Part No. 07741 B. Recessed Dry Escutcheon Cup: Base Part No. 05459A 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the internal parts to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS & MAINTENANC Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Quick Response Dry Pendent Sprink- ler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Step 1 slide t� Sideways sprinkler VIKING 07297 O Figure 1: Standard Sprinkler Wrench 07297W/B Sprinkler Wrench 17565W/B)K)K must be used for installing recessed dry sprinklers Step 2: Carefully press the wrench upward and turn sUghtly to ensur engagement with the sprinkler wrench Plats i ##A 1/2' ratchet Is ----------------- required (Not avail- able from Viking) Figure 2: Wrench 07565W/B for Adjustable Recessed Dry Pendent Sprinklers Form No. F_031793 19.10.14 Rev 19.2 Page 3 of 6 QUICK RESPONSE DRY PENDENT SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' 2 Ceiling Temperature Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, and ENT Corrosion -Resistant Coatini White Polyester and ENT in all temperature ratings Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. a The corrosion -resistant Polyester and ENT coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Note: These coatings are NOT cor- rosion proof. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environ- ment. Polyester and ENT coatings are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. ° When installed in some corrosive environments, the Polyester finish may change color. This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such. All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis. For "A" Dimensioni 1 Determine the distance from the face of the tee to the finished ceiling. 2. Round to the nearest 1/2' (12.7 mm) between 1-1/2' and 45-1/2' (38.1 mm and 1,156 mm). NOTE: The deflector will be located approximately 3-7/16' (87.3 mm) below the ceiling, with 1" (25A mm) upward and V (25.4 mm) downward adjustment, Finished - Ceiling 1-1/2"- (38,1 mm) diameter 3-1/16' (77,8 mm) Deflector at minimum distance below ceiling. Minimum ceiling opening diameter 1-3/4' (44,5 mm) Maximum ceiling opening diameter 2-1/4' (57 mm). 13/16" (20.6 mm) Sleeve finish matches escutcheon. NOTE To locate the deflector at the minimum distance below the ceiling, with no downward adjustment 16' aval(able, order the mm) dry pendent sprinkler um 1" (25.4 mm) shorter, than the "A" dimension, NOTE - To locate the deflector -77 at the maximum distance 4-7/16' below the ceiling, with (1127 mm) no downward adjustment Maximum avallalole, order the dry pendent sprinkler 1" (25.4 mm) longer than the "A" dimension, Deflector at maximum distance below ceiling, Figure 3: Adjustable Standard Dry Pendent Sprinkler Form No. F_031793 19.10.14 Rev 19.2 Page 4 of 6 QUICK RESPONSE 1411al a ❑RY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877.384.5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data pages www.vikinggroupinc.com Approval Chart 1 (UL) Terrpeiatura KEY Quick Response Dry Pendent Sprinklers 1 Flnlsh p� Escutcheon Iifappllc�Eay Maximum 175 PSI (12 bar) WV - 5 Sprinkler p Thread Size Nominal K-Faetor2 Order Length Increment Listings and Approvals" SIN 31y1t: Refer also to Deli Criteria below. NPT BSP U.S. metr!O Inches mm cULus$ NYC& VdS LPCB I C E Q Base Part No.' 08383U VK176 Adjustable Standard 1" — 5.6 80.6 112" 12.7 Al, A5 Al — — 16457U -_ 25 mm -- 80.6 112" 12.7 Al, A5 -- — — 08385U VK180 Adjustable Recessed 1" — 5.6 80.6 114" 6.35 B2, B6 B2 — 16453U -- 25 mm -- 80,6 114" 6.35 B2, B6 - — 08387U VK172 Plain Barrel I" — 6.6 80.6 112' 12.7 A3 A4 I — 16455U -- 25 mm -- 80.6 112" 12.7 A3 -- — — — Approved Finishes and "A" Dimensions 1 - Chrome or White Polyester' sprinkler with a Chrome or White Polyester Sleeve and Escutcheon Approved Temperature Ratings with "A" dimensions 1-112" to 45-112" (38.1 mm to 1,156 mm) A - 155 -P (68 "C), 175 -F (7WC), 200 °P (93 °C), 2 - Chrome or White Polyester' with "A" dimensions 3-14'to 47-112` (82.5 mm to 1,207 mm) and 286 °F (141 °C) 3 - Chrome. Brass, White Polyester, or ENT' with "A" dimensions S' to 47' (76-2 mm to 1.194 mm) B - 155 °F (68 °C), 175 "F (79"C), and 204 °F 4 - Chrome or Brass with "A" dimensions 3" to 47" (70.2 mm to 1,194 mm) (93'C) 5 - ENT' sprinkler with an ENT' Sleeve and Escutcheon with "A" dimensions 1-112" to 45-1J2" (38.1 mm to 1,156 mm) 6 - ENT' with "A" dimensions 3-1/4-to 47-112" (82.5 mm to 1,207 mm Footnotes ' Part number shown is the base part number- For complete part number, refer to current Viking price list schedule- 2 K-Factor applias for standard lengths ("A" Dimensions indicated above). a Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by toff ' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. e Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 15. 7 cULus Listed as corrosion resistant. DESIGN! CRITERIA - UL (AJso refer to Approval Chart 1 above.) NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-BI tees_ When selecting other CPVC fittings, contact Viking Technical Services. cULus Listing_Reduirements: Standard Dry Pendent Sprinklers are cULus Listed as indicated in Approval Chart t for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F—Q91699 - Care and Handling of Sprinklers. Also refer to Form F-080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmentai codes, ordinances, and standards, whenever applicable. Form No. F_031793 19,10.14 Rev 19.2 Page 5 of 6 `R. QUICK RESPONSE a ❑RY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp-com Visit the Vikino wehsite for the latest edition of this technical data nacre_ www.vikinnarauninc.cam Approval Chart 2 (FM) Temperature KEYQuick Response Dry Pendent Sprinklers fXI FA Maximum 175. PSI 12 bar WWP Escvtchew (4applwcable) Sprinkler Base $IN le Thread Size Nominal K-Facterl Order Len th Increment FM Approvals' NPT BSP U.S. metric' Inches mm Part No.' (Refer also to Design Criteria below.l 08383U VK176 Adjustable Standard 1" - 5.6 80.6 112" 12.7 Al _ 25 mm -- 80.6 112" 12,7 Al 16457U 08385U 1" - 5.6 80.6 114" 6.35 B2 VK180 Adjustable Recessed _ 25 mm — 80.6 114" 6.35 132 16453U 08387U 1" -- 5.6 80.6 112" 12.7 A3 16455U VK172 Plain Barrel _. 25 mm 80.6 112° 1 12.7 A3 Approved Temperature Ratings Approved Finishes and "A" Dimensions A- 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) 1 - Brass, Chrome, White Polyester, or ENT5 sprinkler with a Brass, Chrome, White Polyester, or "A" °F °C] ENT5 Sleeve and Escutcheon with dimensions 1-1l2" to 45-11T (38.1 mm to 1,156 mm) and 286 {141 2 - Brass, Chrome, White Polyester, or ENT5 with "A' dimensions 3-114" to 47-112" (82.5 mm to 1,207 mm) B - 155 °F (68 °C), 175 °F (79'C), and 200 °F (93 °C) 3 - Brass, Chrome, White Polyester, or ENT5 with "A° dimensions 3" to 47' (76.2 mm to 1,194 mm) Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 K-Factor applies for standard lengths ("A" Dimensions indicated above). s Metric K-Factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 4 This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any ad- ditional approvals. 5 FM approved as corrosion resistant. Will (Aso refer to Approval Chart 2 above.) 71 NOTE: When using CPVG fittings with Viking dry sprinklers, use only new Nibco Model 5012-5-13I tees. When selecting other CPVC fittings, contact Viking Technical Services. FM Approval Requirements: The Dry Pendent Sprinklers in the Approval Chart above are FM Approved as quick response Non -storage standard spray sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (includ- ing 2-0) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus andlor NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Mlnlmum ceiling 2-1/8' (54 mm) Ma AMUFl ceilin 2-1/2" C63,5 mi Adjustment 5/16° C7.9 m 5/16' t7,5 ni MlnlmLam., 1' (25,4 mn) ?•4ax1mur9 1-5/9' (42.1 r For °A" Dir)ension ?. D,lne the cit e Fron os� f0.'C� ❑f teeeeto0 the finished ceiling. A 2. Round to nearsst 1/4' (6.35 mm) between 3-1/4' (82.5 nrn) and 47-1/2' t1,207 mm). 1TE• .Sprinkler will be recessed approximately 5/16' (7.4 mm) above the finished ceiling with 5/8' (15.8 mm) vertical aaijustMent avallable. ned ceiling leamy Dry Pendent I � � F or "d" �Irenslon: A. ]. D�-term ne the dls-tQ .ce = ro^ ❑utIlDe the face of the diamEtrl" �, tee to the lease of the sprinkler. '32.4 ?. RMAnd up Lo .hr CSu e as n(•xl •i4lhr•.L�. -•.'=d��e merit hoL•wilvr C4 R.3 Figure 5; Plain Barrel Dry Pendent Sprinkler Page 6 of 6 QUICK RESPONSE DRY PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ambient ExposedBarrel Ambient Temperature Temperature 40°F/4°C 50°F/10°C 60°F/16°C Protected Area eas at the Exposed Minimum Barrel p Discharge End Lengthxw Face of Tee of the Sprinkler to Top of Ceiling In. (mm) In, (mm) In, (mm) 40'F (4°C) 0 0 0 30°F (-1°C) 0 0 0 20°F (-7°C) 4 (100) 0 0 10°F (-12°C) 8 (203) 1 (25.4) 0 0°F (-18°C) 12 (305) 3 (76) 0 -10°F (-23°C) 14 (356) 4 (102) 1 (25A) -20`F (-29°C)14 (356) 6 (152) 3 (76) -30°F (-34°C)16 (406) 8 (203 4 (102) -40'F (-40°C) 18 (457) 8 (203) 4 (102) -50°F (-46°C) 20 (508) 10 (254)6 (152) -60°F (-51°C) 20 (508)10 (254)6 (152) Install 1 inch NPT threaded end of dry pendent sprinkler into the 1 inch NPT outlet of a malleable iron tee fitting per ANSI B 16.3 (Class 150) or cast iron threaded tee fitting per ANSI 16,4 (Class 125) only, Minimum ceiling opening diameter: (Exposed Barrel) Maximum ceiling opening diameter) 2-1/4' (57 mm). Deflector at minimum distance below ceiling Up to 2' (50.8 mm) adjustment available. Note: To locate the deflector at the minimum distance below the ceiling, with no upward Seal the clearance "r"+'uo adjustment avail - space around the able, order the ----- sprinkler to avoid leak- dery penC25t4srpml�k- -_ ----- age of air into the ______ ----- shorter than the ------ ---- protected area and ______ 'A' dimension. 13/16" consequent formation Ceiling (20,6 mm) of condensate around the frame, which could _ Note; inhibit operation or To locate the 1-1/2" (38,1 mm) Sleeve finish cause premature opera- 4-7/16' deflector at the diameter matches tion, Refer to Figure (112.7 mm) maximum distance escutcheon 7 below, Maximum below the celling, with no downward If humidity and temp- adjustment avall- 3-1/16' era ture differential able, order the (Protected Area) causes condensation dry pendent sprink- (77.8 mm) on the exposed dry ler 1' (25.4 mm) sprinkler, consid er longer than the wrapping the exposed Deflector at "A' dimension. barrel with insulation, maximum distance foam insulating tape, below ceiling or equivalent. wThe protected area refers to the area below the ceiling, The ambient temperature is the temperature at the discharge end of the sprinkler. For protected area temperatures that occur between the values listed, use the next cooler temperature, xxThe minimum required barrel length is not the same as the 'A" dimension. Refer to Figures 3-5 for the "A' dimension. NOTE: Exposed minimum barrel lengths are inclusive up to 30 mph wind velocities, Figure 6: Dry Pendent Sprinkler Required Minimum Barrel Length Based on Ambient Temperature in the Protected Area (Adjustable Standard Dry Pendent Sprinkler is Shown) Seal (or equivalent method) Seal Clearance Insulated Opening Ceiling Dry Sprinkler Seal on the Dry Sprinkler Seal Within the Ceiling Exterior of the Ceiling Figure 7: Dry Sprinkler Seal (Adjustable Standard Dry Pendent Sprinkler is Shown) Form No. F 031793 19.10.14 Rev 19.2 Replaces Form F 031793 Rev. 19.1 (Added ENT, updated FM language.) 1 of 14 0 COIN° QUICK RESPONSE UPRIGHT A BA SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION Viking QR COIN® Sprinklers are quick response specific application sprinklers for combustible interstitial (concealed) spaces (i.e., between floors, as well as low pitch attics that meet the criteria shown in the figures in this data page). These upright sprinklers are designed for use in specific light hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The orifice design of the Viking QR COIN° Sprinkler, with a nominal K-factor of 5.6 (80 metric*), allows efficient use of available water supplies for hydraulically designed fire protection systems. The glass bulb operating element and special deflector combine speed of operation and area of coverage to meet the crucial fire protection requirement for shallow space combustible concealed spaces. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive environments and is listed/approved as indicated in the Approval Charts. FEATURES • In some cases COIN° Sprinklers can allow the use of CPVC piping within the concealed spaces of applications requiring sprinkler protection in open truss construction of both wood and steel trusses (see Figure 3) and solid wood or composite wood joist with upper deck filled with non-combustible insulation (see Figure 5). • COIN® Sprinklers can also be installed with steel pipe in protected areas constructed of solid wood joists (see Figure 7), and solid wood or composite wood joist with upper deck filled with non-combustible insulation (see Figure 8), and in unobstructed open truss construction of both wood and steel trusses (see Figures 9 and 10) as well as obstructed wood truss construction (see Figure 11). • When using steel pipe, COIN° Sprinklers can be applied as a dry system using air or gas as a supervisory medium (see Figures 7-11). • In certain scenarios, draft curtains are NOT required when sprinkler spacing meets either of the following criteria (also refer to Design Criteria): 14' X 14' (4,3 m X 4,3 m) for solid wood joists or trusses on edge 16' X 16' (4,9 m X 4,9 m) for truss construction on face (not on edge) For examples of trusses on face or edge see Figures 13A and 13B. 2. LISTINGS AND APPROVALS e& cULus Listed: Category VNIV COIN® Sprinkler VK950 5.61K (80 metric) WARNING: Cancer and Reproductive Harm- www.P65Warnings.ca.gov Refer to the Approval Chart and Design Criteria in this technical data sheet for cULus Listing requirements that must be followed. The COIN® Sprinkler has been tested to address the proper application density for shallow concealed combustible space fire protection when installed in accordance with this technical data page. The COIN° Sprinkler must be installed in the upright position as specified in the appropriate application described in Figures 3-12. The clearance from the sprinkler deflector to the roof is critical to operation of the sprinkler (refer to Figures 3-12). The clearances from pipe to lower ceiling for CPVC pipe is critical for protection of CPVC pipe. For open truss and joist spaces, the maximum detection area is important for proper installation. In certain installations, draft curtains or heat collection baffles or solid walls are required using wood or other product that will not allow heat to escape. In these installations, the maximum detection space shall be limited to 1000 ft2 (93 m2) or 2000 ft2 (185 m2) for solid wood joists. The draft curtain is required to protrude down from the top deck surface as specified herein. Additionally, draft curtains are not required and the maximum detection space shall be unlimited for open truss construction with the top chord member on their face (not on edge) when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m) and for solid wood joists or trusses on edge when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m). In these cases, draft curtains are not required. Form No. F_081216 21.03.06 Rev 20.3 Replaces Form No. F-081216 20.2 (Added new Figure 6 and 12.) 2of14 0 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to Design Criteria in this technical data sheet. Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80 metric*) * Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (57 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Ordering Information: (Refer to Table 1.) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During a fire condition, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern to extinguish or control the fire, and protect the piping in the interstitial space. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking QR COIN"' Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Protective clip Figure 1: Standard Sprinkler Wrench 21475M/B 1-3/4" (45 mm) 2-1/4" (57 mm) 7/16" (11 mm) 1/2" NPT Nominal pipe engagement (15mm) Figure 2: Sprinkler Dimensions Form No. F_081216 21.03.06 Rev 20.3 3of14 COIN`W" QUICK e RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058, Telephone: 269-945-9501 Technical Services: $77-384-5464 Fax: 269-818-1680 Email: techavcs@vikingeorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, the for the desired Finish (1) add suffix .. the suffix for the desired Temperature Rating. Size 1; Finishes 2: Temperature Ratings` Sprinkler Classification: Intermediate Base Part No. NPT Description Suffix Nominal Rating Bulb Color Max. Ambient Ceiling Suffix Inch Temperature C 20757 1/2 Brass A 200 -F 93 °C Green 150 °F 55 °C ENT 2.3 J N Corrosion -Resistant Coating: ENT2' Example: 20757AE = VK950 with Brass Finish and 200 'F (93 'C) Nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 150'F (65'C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature -rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Standard Wrench: Part No. 21475MB. Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A. B. 6-12 Sprinklers: Part number 01725A. Footnotes 1- 8ased on NFPA 13, NFPA 13R. and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. z WW8 Listed as corrosion resistant. a The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are oompatible with or suitable for the proposed environment. For automatic sprinklers. the ENT coating is applied to all exposed exterior surfaces, including the waterway. For ENT coated sprinklers. the Belleville spring is exposed- •. The sprinkler temperature rating is stamped on the deflector. Approval Chart Ternperalare K" Specific Application QR Upright Sprinkler VK950 ► Finish Iti7 A Es�uleheon (iF appl icar,lej EMaXirtlUrtl For Light Hazard Occupancies Only rThread Nominal Overall Length Listings and Approvals' Pal SIN K-Factor (Refer also to Design Criteria.) Numtt Pressure T U.S. metric' Inches mm cULus' 20757 VK950 175 psi 112" 15 mm 5.6 80 2-114 1 5T Al Approved Temperature Rating Approved Finish A - 200 `F (93 "C) 1 - Brass, ENT' Footnotes 'Also refer to Viking's current price schedule. z Metric K-factor measurement shown Is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. s Meets New York City requirements, effective July 1, 2008, scULus Listed as corrosion resistant. Farm No. F-08121£ 21.03.06 Rev 20.3 4of14 0 COIN° QUICK RESPONSE UPRIGHT A BA SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESIGN CRITERIA - CPVC PIPE (See Figures 3-6) (Also refer to the Approval Chart on page 3.) The Viking COIN® Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal interstitial concealed spaces constructed of engineered open wood trusses, open bar joist, and non-combustible insulation completely filling the upper joist for solid or composite wood joist construction having roof pitch of up to 2/12. NOTE: In order to be considered "non- combustible insulation filled solid wood or composite wood joist construction" the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIN° Sprinklers in the event of a fire. A. Concealed Space Limitations The total concealed space is not limited; however, the following must be observed: • Draft curtains (heat collection baffle) or full height walls must be provided to limit the maximum area in order to confine heat of localized detection area to 1000 ft2 (93 m2) or, for solid wood joists and open truss construction with the top chord members on face (not on edge) to 2000 ft2 (185 m2). • Insulated top chord spaces (on edge) confine heat localized detection area to 2000 ft2, non -insulated top chord spaces (on edge) confine heat local- ized area to 1000 ft2 (93 m2). • The draft curtain must be at least 1/3 the depth of the concealed space or 8" (200 mm), whichever is greater, for open truss construction, open bar joist, and non-combustible insulation filled solid or composite wood joist construction. • The draft curtain must be constructed of material that will not allow heat to escape through or above it; this may be'W' (6 mm) thick plywood. • Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m) for solid wood joists or trusses on edge; see Figure 13B. • Draft curtains are NOT required when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m) for truss construction on face (not on edge); see Figure 13A. • Draft curtains are NOT required when using wood truss construction with chords on face and non-combustible insulation is provided to the bottom of the trusses (Figure 12). B. Concealed Space Height Open Wood Truss and Open Steel Joist Construction (Figure 3): • Maximum height of the space: 60" (1.5 m). • Minimum height: 6" (150 mm) • Maximum roof pitch: 2/12 (9°) Where applied to pitch roof and flat ceiling, maintain specified clearances from sprinkler deflector to truss and maximum height of pipe run to ceiling or non-combustible ceiling insulation in all locations. NOTE: The sprinkler deflector shall be installed parallel with the roof plane. Solid wood or composite wood joist with non-combustible filled insulation only (Figure 5): • Maximum depth of concealed space is 60" (1500 mm) from bottom of upper deck joist to top of ceiling joist. • Minimum depth is 6" (152 mm) from bottom of upper deck joist to top of ceiling joist or non-combustible ceiling insulation. C. System Type • Light Hazard, Wet Pipe System D. Minimum Density • 0.10 gpm/ft2 (4.1 mm/min). E. Spacing of COIN° Sprinklers • Minimum Spacing: 6'-0"(1.8 m) • Maximum Spacing: 16'-0" (4.9 m) NOTE: Minimum spacing does not include additional sprinklers required for obstructions for use of CPVC pipe that includes offsets. F. Maximum Area of Coverage • 256 ft2 (24 m2) G. Minimum Operating Pressure • 7.0 PSI (0.5 bar) H. COIN° Sprinkler Deflector Position The COIN® Sprinkler shall be installed in the upright position. The frame arms must be installed parallel with the pipe. • 1-1/2" to 4" (40 - 100 mm) below upper deck for Open Wood Truss and Open Steel Open Joist Construction Using CPVC Pipe (see Figure 3). • 1-1/2" to 4" (40 - 100 mm) below non-combustible insulation -filled upper deck for Open Wood Truss and Open Steel Open Joist Construction with Using CPVC Pipe (see Figure 4). • 1-1/2" to 4" (40 - 100 mm) below non-combustible insulation -filled solid wood joists or composite wood joists (see Figure 5). on page Form No. F_081216 21.03.06 Rev 20.3 5of14 0 COIN° QUICK RESPONSE UPRIGHT N11a 4 SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESIGN CRITERIA - CPVC PIPE (See Figures 3-6) (Also refer to the Approval Chart) (continued from page 4.) I. Remote Area For wet pipe systems, 1. The remote area for open wood truss construction or open bar joist construction with the top chord members on face (not on edge) is 1000 ft2 (93 m2) or 6 sprinklers, whichever is greater. See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m). The remote area for this application is the same as above. 2. The remote area for solid wood joists is 1000 ft2 (93 m2) or 6 sprinklers, whichever is greater. See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m). The remote area for this application is the same as above. 3. The remote area for open wood truss construction with the top chord members on edge is 1000 ft2 (93 m2) or 6 sprinklers, whichever is greater. See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m) The remote area for this application is the same as above. 4. The remote area for composite wood joists is 1000 ft2 (93 m2). NOTE: This area does not include additional sprinklers for protection of CPVC pipe over obstructions. J. UL Listed CPVC Pipe for use with COIN TM Sprinklers The Viking COIN® Sprinkler is UL Listed for use with CPVC pipe products listed for use in concealed spaces with sprinklers". ""Currently listed products are manufactured under the Blaze Master°, FireLock®, and FlameGuard® trade names. In order to use CPVC products, the bottom of the horizontal run must be no greater than 6" (150 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non-combustible insulation or 1/3 the depth of the space measured from the top surface of the ceiling to the bottom of the deck above. The CPVC pipe can supply the COIN° Sprinklers and the ceiling sprinklers below. Use all guidelines and installation instructions as specified by the CPVC pipe manufacturers unless specified differently in this data sheet. When using 1" (DN25) pipe or larger, a hanger must be located at the truss nearest the sprig for restraint. If using %" (DN20), all sprigs over 12" (300 mm) must include lateral bracing. For use of listed CPVC pipe products in concealed spaces using the COIN° Sprinkler, a minimum lateral distance of 18" (450 mm) must be maintained between the CPVC pipe and the heat sources (e.g. HVAC heat pump units, fan motors, and heat lamps, etc.) Where CPVC pipe must be installed above the maximum distance of 6" (150 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non-combustible insulation when piping around obstructions, additional COIN° Sprinklers must be installed as shown in Figures 3, 4, and 5 in order to protect the CPVC product. NOTE: Where CPVC piping is installed as a vertical reise to the next floor above, refer to Figure 6 for acceptable options. Ft. (m) All values based on 0.1 TABLE 2: PRESSURE VS. • • density per COVERAGE • or PSI (bar) MATRIX •si (0.5 bar) whichever is higher. 16(4.8) 7(0.4) 7.2 (0.4) 8.2 (0.5) 10.3 (0.7) 12.8 (0.8) 14.1 (0.9) 16.9 (1.1) 18.4 (1.2) 21.6 (1.4) 15(4.5) 7(0.4) 7(0.4) 7.2 (0.4) 9.2 (0.6) 10.3 (0.7) 12.8 (0.8) 14.1 (0.9) 16.9 (1.1) 18.4 (1.2) 14(4.2) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 11.5 (0.7) 12.8 (0.8) 14.1 (0.9) 16.9 (1.1) 13(3.9) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 11.5 (0.7) 12.8 (0.8) 14.1 (0.9) 12(3.6) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 10.3 (0.7) 12.8 (0.8) 11(3.3) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 10.3 (0.7) 10(3.0) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7.2 (0.4) 8.2 (0.5) 9(2.7) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7.2 (0.4) 8(2.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) Ft. (m) 8(2.4) 9(2.7) 10(3.0) 11 (3.3) 12(3.6) 13(3.9) 14(4.2) 15(4.5) 16(4.8) NOTES: • This table applies to heat collection areas of 2000 ft2 (185 m2) and greater (unlimited). • Design areas between table spacing values need to be rounded up. • This table does not apply to heat collection areas of 1000 ft2 (93 m2). Form No. F_081216 21.03.06 Rev 20.3 6of14 WUMOM TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 /Q�Cl1 CIlA ��1 1!ATIlIAI\ The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TOP AND BOTTOM CHORD ON EDGE FOR DRAFT CURTAIN (HEAT COLLECTION BAFFLE) OR FULL HEIGHT WALL WHEN 4-1/2' (115 mm) MINIMUM FROM LOCALIZED DETECTION AREA IS A FACE OF WOOD TRUSS OR TOP - MAXIMUM 1000 SO FT. (93 SO, METERS) CHORD OF BAR JOIST. UPPER DECK 1-1/2' (40 mm) MINIMUM TOP CHORD 4' (100 mm)) 4' (100 mm) MAXIMUM OR LESS. COIN SPRINKLER I 7- 6' (150 mm) `,�, DRAFT CURTAIN MAXIMUM FOR 6' (150 MM) CHEAT COLLECTION CPVC PIPE MINIMUM. 60' (1500 mm) BAFFLE) 8' (200 mm) MAXIMUM. OR j HEIGHT, WHICHEVER IS GREATER OBSTRUCTION CEILING FRAME ARMS OF BOTTOM OF PIPE J WHEN CPVC PIPE IS INSTALLED L- 6' (150 mm) MAXIMUM CLEARANCE FOR CPVC PIPE TO CEILING OR NON-COMBUSTIBLE CEILING SPRINKLER MUST BE OVER OFFSET, COIN SPRINKLER INSULATION, OR 1/3 ACTUAL SPACE (MEASURED INSTALLED PARALLEL MUST BE INSTALLED DIRECT TO FROM THE TOP SURFACE OF THE CEILING TO THE WITH PIPING CPVC PIPE OVER OBSTRUCTION. BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER I4' (100 mm) FOR 12' (300 mm) TRUSS]. Figure 3: Open Wood Truss and Open Web Steel Joist Construction Using CPVC Pipe (Cross Section View) TOP AND BOTTOM CHORD ON EDGE FOR DRAFT CURTAIN (HEAT COLLECTION BAFFLE) OR FULL HEIGHT WALL WHEN 4-1/2' (115 mm) MINIMUM FROM LOCALIZED DETECTION AREA IS A FACE OF WOOD TRUSS OR TOP INSULATION UPPER DECK MAXIMUM 2000 SO FT. (185 SO. METERS) 2' (40 mm) MINIMUM TOP CHORD GREATER THAN 4' (100 mm) CHORD OF BAR JOIST. 4' (100 mm) MAXIMUM IF COIN SPRINKLER ____________ _________ ______________ _______ _____ _________ _____ ___ DRAFT CURTAIN 6' (150 mm) (HEAT COLLECTION MAXIMUM FOR 6' (150 MM) BAFFLE) 8' (200 mm) (PVC PIPE MINIMUM. 60 MAXIMUM. OR I HEIGHT, WHICHEVER IS GREATER _ OBSTRUCTION CEILING BOTTOM OF PIPE J L- 6' (150 mm) MAXIMUM CLEARANCE FOR CPVC PIPE FRAME ARMS OF WHEN CPVC PIPE IS INSTALLED TO CEILING OR NON-COMBUSTIBLE CEILING SPRINKLER MUST BE OVER OFFSET, COIN SPRINKLER INSULATION, OR 1/3 ACTUAL SPACE (MEASURED INSTALLED PARALLEL MUST BE INSTALLED DIRECT TO FROM THE TOP SURFACE OF THE CEILING TO THE WITH PIPING CPVC PIPE OVER OBSTRUCTION. BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER 14' (100 mm) FOR 12' (300 mm) TRUSS]. Figure 4: Open Wood Truss and Open Web Steel Joist Construction with Non -Combustible Insulation Filling to Bottom of the Top Cord Using CPVC Pipe (Cross Section View) Form No. F_081216 21.03.06 Rev 20.3 7of14 �.Unw WUllOM TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com UPPER DECK COMPOSITE WOOD JOIST DRAFT CURTAIN (HEAT COLLECTION BAFFLE) PROTRUDE BELOW JOIST j SPACE OR 8' (200 mm), AS NOTED IN DESIGN CRITERIA CLEARANCE SPRINKLER TO BOTTOM JOIST 1-1/2' (40 mm) MINIMUM, 4' (100 mm) MAXIMUM 6' (1mm) IMUM MAXIMUM ---------- FOR CPVC PIPE \ COIN SPRINKLER FRAME ARMS OF COIN SPRINKLER MUST BE PARALLEL WITH PIPING NON-COMBUSTIBLE INSULATION COIN I--- SPRINKLER — I------- ------- --- SOLID WOOD 2 X FLOOR JOIST MAX. 60' (1500 mm) 72' (1800 mm) MIN. 6' (150 mm) MAXIMUM CEILING OBSTRUCTION CEILING FRAME TOP OF CHORD WHEN CPVC PIPE INSTALLED 6' (150 mm) MAXIMUM OVER OFFSET, COIN SPRINKLER CLEARANCE FOR CPVC PIPE TO CEILING OR MUST BE INSTALLED DIRECT TO CPVC PIPE OVER OBSTRUCTION NON-COMBUSTIBLE CEILING INSULATION, OR 1J ACTUAL SPACE, WHICHEVER IS SMALLER MEASURED FROM THE TOP OF THE CEILING BELOW TO THE BOTTOM OF THE INSULATION ABOVE, Figure 5: Solid Wood or Composite Wood Joist Construction with Non -Combustible Insulation Filling Upper Deck Using CPVC Pipe (Cross Section View) VERTICAL SUPPLY STEEL TO CPVC THROUGH FLOOR C WRAP NON-COMBUSTIBLE TRANSITION INSULATION FITTING CPVC OR COMBUSTIBLE CPVC PIPE PIPE ABOVE CONCEALED SPACE INSTALL COIN SPRINKLER CPVC PIPE WITHIN 12. OF VERTICAL SUPPLY STEEL PIPE 1' C25mm) NO CPVC INSULATION Plpinq CPVC TO 12' MAXIMUM STEEL TRANSITION FITTING NON-COMBUSTIBLE CEILING OPTION 1 OPTION 2 OPTION 3 6' (150 mm) MAXIMUM CLEARANCE FOR CPVC PIPE TO CEILING OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 ACTUAL SPACE (MEASURED FROM THE TOP SURFACE OF THE CEILING TO THE BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER C4' (300 mm) FOR 12' (300 mm) TRUSS]. Figure 6: CPVC Piping Installed as a Vertical Riser Form No. F_081216 21.03.06 Rev 20.3 8of14 0 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESIGN CRITERIA - STEEL PIPE (See Figures 7 —12) (Also refer to the Approval Chart on page 3) The Viking COIN° Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal concealed spaces of solid wood joist construction with a roof pitch of up to 2/12 maximum. The upper joist is constructed of solid wood or composite wood with a maximum depth of 12" (300 mm) and 16" (400 mm) on center minimum spacing. Also, steel pipe may be ap- plied in truss construction and solid filled non-combustible insulation in upper deck and wood or composite joist construction similar to that shown in Figures 3-5 with the exception of extra sprinklers are not required over obstructions. Also, there is no minimum clearance for supply pipe to upper joists. With the COIN° Sprinkler applied using steel pipe, the system may be wet, dry, or preaction type for wood truss or steel construction; solid wood or composite with non-combustible solid fill insulation (see Paragraph J on page 9). NOTE: In order to be considered "non-combustible insulation filled solid wood or composite wood joist construction'; the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIN° Sprinklers in the event of a fire. A. Concealed Space Limitations The total concealed space is not limited; however, the following must be observed: • Blocking between joists and upper deck must be constructed of material that will not allow heat to escape through or above the blocking. • The blocking must be constructed to the full depth of the upper joist, and must be constructed using a non-combustible material or a material that is the same as that of the joist construction. A maximum channel space for blocking is 32 ft (10 m) intervals. • Solid wall construction or draft curtains (heat collection baffles) must protrude below the joist a minimum of 6" (150 mm) or 1/3 the space, whichever is greatest, and run laterally with the joist spaced at 31 ft (9.4 m) width maximum to limit the heat detection space to a maximum of 1 000 ft2 (93 m2) or with the truss spaced at 62 ft (19 m) width maximum to limit the heat detection space for open wood truss construction to 2000 ft� (185 m2) with their top chord members on face (not on edge) and 2000 ft2 (185 m2) for solid wood joists. • Insulated top chord spaces (on edge confine heat localized detection area to 2000 ft2 (185 m2), non -insulated top chord spaces on edge confine heat localized area to 1,000 ft2 (93 m)). • The draft curtain may be constructed of (6 mm) thick plywood to prevent heat from escaping beyond. • When non-combustible solid filled insulation is used, the wood blocking and draft curtains are not required for solid wood or composite wood joist construction. • Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m) for solid wood joists or trusses on edge for wet systems only; see Figure 13B. • Draft curtains are NOT required when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m) for truss construction on face (not on edge) for wet or dry systems; see Figure 13A. • Draft curtains are NOT required when using wood truss construction with chords on face and non-combustible insulation is provided to the bottom of the trusses (Figure 12). B. Concealed Space Height Solid Wood or Composite Wood Joist Construction (See Figures 7 and 8): • Maximum depth or height of concealed space: 60" (1500 mm) from bottom of upper deck joist to top of ceiling joist. • Maximum space from bottom of upper deck to ceiling surface (bottom of joist): 84" (2100 mm). See Figure 7. • Minimum depth or height of concealed space: 6" (150 mm) from bottom of upper deck joist to top of ceiling frame joist. Open Wood Truss or Open Web Steel Joist (See Figure 10): • Maximum height from inside ceiling to inside deck of concealed space: 60" (1500 mm). • Minimum height from bottom of upper chords to top of lower chords: 6" (150 mm) • The top and bottom chord members of these types of wood joists must be on face (not on edge). Obstructed Wood Truss (See Figure 11): • Maximum depth of concealed space: 84" (2100 mm) from bottom of upper deck to top of ceiling. • Minimum depth of concealed space: 6" (150 mm) from bottom of upper chord to top of lower chord. C. System Type • Light hazard, wet pipe system or dry pipe system supervised with air or gas when using steel pipe only. D. Minimum Density • 0.10 gpm/ft2. (4.1 mm/min). E. Spacing of COIN® Sprinklers • Minimum Space Between Sprinklers: 6'-0" (1.8 m) • Maximum Space Between Sprinklers: 16'-0" (4.9 m) F. Maximum Area of Coverage • 256ft2 (24 m2) G. Minimum Operating Pressure • 7.0 PSI (0.5 bar) H. COW Sprinkler Deflector Position The COIN° Sprinkler shall be installed in the upright position. The frame arms must be installed parallel with the pipe. • 1-1/2" to 2" (40 - 50 mm) below solid wood joist or top chord of obstructed wood truss construction. See Figures 7 and 11. • 1-1/2" to 4" (40 - 100 mm) below upper deck for unobstructed open wood truss construction or concealed spaces of non-combustible open steel joist construction. See Figures 8 and 9. • 1-1/2" to 4" (40 - 100 mm) below non-combustible insulation -filled solid wood joists or composite wood joists. See Figure 8. (continues on page 9.) Form No. F_081216 21.03.06 Rev 20.3 9of14 0 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESIGN CRITERIA - STEEL PIPE (see Figures 7-12) (Also refer to the Approval Chart on page 3) (continued from page 8) I. Remote Area For wet pipe systems, 1. The remote area for open wood truss construction or open bar joist construction with the top chord members on face (not on edge) is 1000 ftz (93 mz) or 6 sprinklers, whichever is greater. See Table 2. - Draft curtains are NOT required when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m). The remote area for this application is the same as above. 2. The remote area for solid wood joists is 1000 ftz (93 mz) or 6 sprinklers, whichever is greater. See Table 2. - Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m). The remote area for this application is the same as above. 3. The remote area for open wood truss construction with the top chord members on edge is 1000 ftz (93 m2) or 6 sprinklers, whichever is greater. See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14' X 14' (4,3 m X 4,3 m) The remote area for this application is the same as above. 4. The remote area for composite wood joists is 1000 ftz (93 mz). For dry pipe systems, 1. The remote area for open wood truss construction or open bar joist construction with the top chord members on face (not on edge) is 1000 ftz (93 mz) or 6 sprinklers, whichever is greater. See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 16' X 16' (4,9 m X 4,9 m). The remote area for this application is the same as above. 2. The remote area for solid wood joists is 2000 ftz (185 mz) or 15 sprinklers, whichever is greater. See Table 2. 3. The remote area for open wood truss construction with the top chord members on edge is 1000 ftz (93 mz). 4. The remote area for composite wood joists is 1000 ftz (93 mz). J. Piping System Steel pipe installed in accordance with NFPA 13 standards may be applied. The steel pipe may be hung from the upper joist or truss using proper supports. The sprinkler deflector must be positioned as indicated in paragraph H above. Extra sprinklers are not required for protection of pipe when offsetting for obstructions. Ceiling sprinklers below the concealed space may be fed from the same piping as the COIN° Sprinklers. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. FRAME ARMS OF COIN SPRINKLER MUST BE PARALLEL WITH PIPING UPPER CLEARANCE SPRINKLER TO DECK BOTTOM JOIST 1-1/2' (40 nn) MINIMUM, 2' (50 —) MAXIMUM 2 X FLOOR JOIST > 1 77 - BLOCKING COIN SPRINKLER ______ ______________ 6' (150 —) MINIMUM TO 60' (1500 —) MAXIMUM _ e4' MAX. (2100 —) DRAFT CURTAIN (HEAT COLLECTION BAFFLE) CEILING PROTRUDE BELOW JOIST CEILING FRAME SPACE ❑R 6' (150 nn), AS NOTED IN DESIGN CRITERIA Figure 7: Solid Wood Joist Construction (Steel Pipe, Cross Sectional View) Form No. F_081216 21.03.06 Rev 20.3 10 of 14 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com NUN -COMBUSTIBLE FRAME ARMS OF COIN SPRINKLER UPPER INSULATION CLEARANCE SPRINKLER TO BOTTOM MUST BE PARALLEL WITH PIPING DECK JOIST 1-1/2' (40 MM) MINIMUM 4' (100 MM) MAXIMUM SOLID WOOD COMPOSITE COIN 72' (1800 MM) 2 X FLOOR JOIST 6' (150 MM) MINIMUM ^ WOOD JOIST SPRINKLER MAXIMUM TO 60' (1500 MM) MAXIMUM CEILING FRAME CEILING Figure 8: Solid Wood or Composite Wood Joist Construction with Non -Combustible Insulation Filled Upper Deck (Steel Pipe, Cross Sectional View) TOP CHORD 4' (100 MM) OR LESS UPPER DECK CLEARANCE SPRINKLER TO DECK 1-1/2' (40 MM) MINIMUM 4' (100 MM) MAXIMUM 4-1/2' (115 MM) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST WHEN CLEARANCE OF SPRINKLER TO DECK IS LESS THAN 4' (100 MM) COIN SPRINKLER - 6' CSSO MM) 60' C1S00 MM) MINIMUM MAXIMUM L - \ - - - 1 DRAFT CURTAIN (HEAT FRAME ARMS OF SPRINKLER MUST BE PARALLEL WITH PIPING COLLECTION BAFFLE) 8' CEILING SPRINKLER FOR (200 MM) OR j HEIGHT, LOWER ROOM AS NOTED IN DESIGN CRITERIA PROTECTION OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE. Figure 9: Unobstructed Open Wood Truss and Open Steel Bar Joist (Steel Pipe, Cross Sectional View) Form No. F_081216 21.03.06 Rev 20.3 11 of 14 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TOP CHORD GREATER THAN 4'(100 mm) CLEARANCE SPRINKLER TO UPPER DECK BOTTOM OF CHORD 1-1/2' (40 mm) MINIMUM 4' (100 mm) MAXIMUM ___-_-____/x --F _________ J____ Ll_______ 4-1/2' (115 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST WHEN CLEARANCE OF SPRINKLER TO DECK IS LESS THAN 4' (100 mm) COIN SPRINKLER 6' (150 MM) 60' (1500 mm) MIN11MUM. MAXIMUM. J DRAFT CURTAIN (HEAT FRAME ARMS OF SPRINKLER COLLECTION BAFFLE) 8' (200 mm) OR i HEIGHT, MUST BE PARALLEL WITH PIPING AS NOTED IN DESIGN CRITERIA CEILING OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE SPRINKLER FOR LOWER ROOM PROTECTION Figure 10: Open Wood Truss and Open Web Steel Joist Construction with Non -Combustible Insulation Filling to Bottom of the Top Cord Using Steel Pipe (Cross Section View) TOP CHORD FRAME ARMS OF SPRINKLER GREATER THAN MUST BE INSTALLED PARALLEL 4' (100 mm) DEEP UPPER DECK WITH PIPING 1-1/2' (40 mm) MINIMUM 2' 150 mm) MAXIMUM 64' (2100 MM) 60' (1500 mm) MAXIMUM MAXIMUM. 6' (150 mm) MINIMUM. CEILING FRAME CEILING Figure 11: Obstructed Wood Truss Construction (Steel Pipe, Cross Sectional View) Form No. F_081216 21.03.06 Rev 20.3 12of14 0 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com T❑ CEILING OR NON-COMBUSTIBLE CEILINCy .� INSULATION, OR 1/3 ACTUAL SPACE (MEASURED FROM THE TOP SURFACE OF THE CEILING TO THE BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER 14" (100 —) FOR 12" (300 roro) TRUSS]. Figure 12: Wood Truss Construction with Chords on Face and Non-combustible Insulation Provided to the Bottom of the Trusses (CPVC and Steel Pipe, Cross Section View) Form No. F_081216 21.03.06 Rev 20.3 13 of 14 %,vnw wui%,rx TECHNICAL DATA RESPONSE UPRIGHT 4 SPRINKLER VK950 wi I I (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com On Face Example of Typical 2x4 Construction Refer to Design Critera Figure 13A: Trusses on Face On Edge Example of Typical 2x4 Construction Refer to Design Critera Figure 1313: Trusses on Edge 3-1/2" (89 mm) _ (38 mm) 1-1/2" (38 mm) 3-1/2) (89 mm) r Form No. F_081216 21.03.06 Rev 20.3 14 of 14 0 COIN° QUICK RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com OBSTRUCTION CRITERIA - CPVC and STEEL PIPE APPLIES TO BOTH CPVC AND STEEL PIPE (Also refer to the Approval Chart) OBSTRUCTIONS • All obstruction criteria for extended coverage sprinklers per NFPA 13 shall apply unless specified differently in this data sheet. • For installations where the VK950 is installed up to a 15'-0" X 15-0" spacing or less between sprinkler, the obstruction rules for standard coverage sprinklers shall apply. • For installations where the VK950 exceeds 15'-0" X 15'-0" spacing, and up to 16'-0" X 16'-0" spacing, the obstruction rules for extended coverage sprinklers shall apply • See illustrations below. �a4NOU'll R,Wil a�- Upper Deck X O YI Lower Deck ELEVATION VIEW PLAN VIEW YT f T Z X Upper Deck or bottom of non-combustible insulation Y Standard Coverage Applications x Extended Coverage Applications X>_3Yor3Z X>_4Yor4Z X < 36" (900 mm) X < 36" (900 mm) (Use dimension Y or Z, whichever is greater.) (Use dimension Y or Z, whichever is greater.) Figure 14: NFPA 13 Obstruction Criteria NFPA 13 Obstruction Criteria - Standard Coverage ApplicationTable 10.2.7.1.2 Maximum Allowable Distance Distance from Sprinkler to Side of Obstruction AboveBottom . Obstruction < 1'-0" <300 mm 0" 0 mm 1'-0" to <1'-6" 300 mm to <450 mm 2'/z" 65 mm 1'-6" to <2'-0" 450 mm to <600 mm 3'/2" 90 mm 2'-0" to <2'-6" 600 mm to <750 mm 5'/2' 140 mm 2'-6" to <3'-0" 750 mm to <900 mm 7'/2' 190 mm T-0" to <3'-6" 900 mm to <1.1 m 9'/2" 240 mm 3'-6" to <4'-0" 1.1 m to <1.2 m 12" j 300 mm 4'-0" to <4'-6" 1.2 m to <1.4 m 14" 350 mm 4'-6" to <5'-0" 1.4 m to <1.5 m 16'/2" 45 mm NFPA 13 Obstruction Criteria - Extended Coverage ApplicationTable 11.2.5.1.2 Allowable Maximum Distance Distance from Sprinkler to Side of Obstruction AboveBottom . Obstruction < 1'-0" <300 mm 0" 0 mm 1'-0" to <1'-6" 300 mm to <450 mm 0" 0 mm 1'-6" to <2'-0" 450 mm to <600 mm 1" 25 mm 2'-0" to <2'-6" 600 mm to <750 mm 1" 25 mm 2'-6" to <3'-0" 750 mm to <900 mm 1" 75 mm T-0" to <3'-6" 900 mm to <1.1 m 3" 75 mm T-6" to <4'-0" 1.1 m to <1.2 m 3" 75 mm 4'-0" to <4'-6" 1.2 m to <1.4 m 5" 125 mm 4'-6" to <5'-0" 1.4 m to <1.5 m 7" 175 mm Form No. F_081216 21.03.06 Rev 20.3 Replaces Form No. F_081216 20.2 (Added new Figure 6 and 12.) Page 1 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION - STANDARD RESPONSE, QUICK RESPONSE, EXTENDED COVERAGE, AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element. Available styles include pendent, flush pendent, concealed pendent, upright, horizontal sidewall, vertical sidewall, or conventional, depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes, temperature ratings, responses, and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion -resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition, the special Polyester or Teflon° coatings can be used in decorative applications where colors are desired. t Refer to the sprinkler technical data page for available styles, finishes, temperature ratings, responses, and nominal K-Factors for specific sprinkler models. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or approval agency listings. 3. TECHNICAL DATA Specifications: EWARNING: Cancer and Reproductive Harm - Refer to the appropriate sprinkler technical data sheet. www.P65Warnings.ca.gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE: Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A. Care and Handling (also refer to Bulletin - Care and Handling of Sprinklers, Form No. F_091699.) Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to the temperature chart on the sprinkler technical data page). Never install any glass -bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. A small air bubble should be present in the glass bulb. Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately. (Note: Installing glass bulb sprinklers in direct sunlight (ultraviolet light) may affect the color of the dye used to color code the bulb. This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage, transport, handling, and after installation. Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments. When installing corrosion -resistant sprin- klers, take care not to damage the corrosion -resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers (any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers, upright, or horizontal sidewall sprinklers installed so that water is not trapped. For dry systems, pendent sprinklers and sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40 °F (4 °C). B. Installation Instructions - Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including, but not limited to: painting, plating, coating, or modification, may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor, temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. 1 a. For frame -style sprinklers, install escutcheon (if used), which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. 1 b. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location, and centered in the opening* in the ceiling or wall. "Size depends on the sprinkler model used. Refer to the sprinkler technical data page. 2. Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet. NOTE: Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe -joint compound or tape. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily.. 3. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over -tighten or damage the sprinkler. b. For flush and concealed style sprinklers: the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap. Exception: For domed concealed sprinklers, remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the '/2" or 3/4" (15 mm or 20 mm)* NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench. 'Thread size depends on the particular sprinkler model used. Refer to the sprinkler technical data page. C. Installation Instructions - Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet (for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC* threaded tee fittings (for wet systems) that meet the dimensional requirements of ANSI B16.3 (Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125), even at branch line ends. The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers, use only new Nibco Model 5012-S-13I. When selecting other CPVC fittings, contact Viking Technical Services. 1. DO NOT install the dry sprinkler into a threaded elbow, coupling, or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3. NEVER try to modify dry sprinklers. They are manufactured for specific "A" or "B" dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style, with the appropriate "A" or "B" dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping, in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling, it may be necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-112" (38.1 mm) in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel. Slide the escutcheon past the external threads. NOTE: When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A. For all dry sprinklers: Apply a small amount of pipe -joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE: Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe -joint compound or tape. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only, while taking care not to damage the sprinkler. NOTE: Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers: Escutcheons can be installed after the sprinklers have been installed onto the piping. Refer to the appropriate sprinkler technical data page for escutcheon installation instructions and illustrations. D. Installation Instructions - Testing 4. After installation, the entire sprinkler system must be tested. The test must be conducted to comply with the installation stand- ards. Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi (20.7 bar) for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. a. Make sure the sprinkler is properly tightened. If a thread leak occurs, normally the sprinkler must be removed, new pipe -joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. Air testing [do not exceed 40 psi (2.76 bar)] the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented. Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments. To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together. To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Retain a protective cap or shield in the spare sprinkler cabinet. 5. For flush style sprinklers: the ceiling ring can now be installed onto the sprinkler body. Align the ceiling ring with the sprinkler body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4" (6.35 mm). DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple as required. 6. For concealed sprinklers: the cover assembly can now be attached. a. Remove the cover from the protective box, taking care not to damage the cover plate assembly. b. Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used) touches the surface of the ceiling. d. Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers. DO NOT MODIFY THE UNIT. If necessary, re -cut the sprinkler drop nipple. NOTE: If it is necessary to remove the entire sprinkler unit, the system must be taken out of service. See section 6. INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). During fire conditions, the operating element fuses or shatters (depending on the type of sprinkler), releasing the pip cap and sealing assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appro- priate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 SPRINKLER GENERAL CARE, INSTALLATION, AND MAINTENANCE GUIDE The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire -protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide, and applicable NFPA standards. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. Frequency of inspec- tions may vary due to corrosive atmospheres, water supplies, and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re -used, but must be replaced. When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2a. For frame -style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception: Domed concealed sprinklers are removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4. INSTALLATION. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct K-Factor, temperature rating, and response character- istics. A fully stocked spare sprinkler cabinet should be provided for this purpose. For flush or concealed sprinklers: stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks. Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage, and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_080614 18.10.11 Rev 16.1.P65 Replaces Form No. F_080614 Rev 16.1 (Added P65 Warning.) Page 1 of 3 N4 I KJ 4 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern. A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element. An open sprinkler does not use an operating element and is open at all times. The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes, temperature ratings, thread sizes, and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or WARNING: Cancer and Reproductive Harm - approval agency listings. www.P65Warnings.ca.gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure [250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word "Viking", the sprinkler identification number (SIN) consisting of "VK" plus a three digit number*, the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion -resistant coatings or are fabricated from non -corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installa- tion rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum -reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classifica- tion, depending upon sprinkler location, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors. The orifice is a tapered waterway and, therefore, the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13, Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector. The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern. The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER: A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella -shaped spray pat- tern downward. Marked "SSU" (Standard Sprinkler Upright) or "UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER: A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http://www.vikinggroupinc.com. the deflector and forming an umbrella -shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT" on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER: An "old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS. Marked "C U/P" (Conventional Upright/Pendent) on the deflector. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 2 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com VERTICAL SIDEWALL (VSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The deflector provides a water spray pattern outward in a quarter -spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position —in this case, the sprinkler will also be marked "UPRIGHT" or "PENDENT'.) HORIZONTAL SIDEWALL (HSW) SPRINKLER: A sprinkler intended for installation near the wall and ceiling. The special deflector provides a water spray pattern outward in a quarter -spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler. The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked "SIDEWALL" and "TOP" with an arrow and the word "FLOW". EXTENDED COVERAGE (EC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings. Maximum area of coverage, minimum flow rate, orifice size, and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light -Hazard occupancies with smooth, flat, horizontal ceil- ings unless otherwise specified. In addition to the above markings, the sprinkler is marked "EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE (QREC) SPRINKLER: A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing. This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies. The sprinkler is marked "QREC'. FLUSH SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". CONCEALED SPRINKLER: A decorative spray sprinkler intended for installation with a concealed piping system. The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation, the deflector extends beyond the ceiling or wall to distribute water discharge. The sprinkler is marked "SSP", "PEND", or "SIDEWALL" and "TOP". RECESSED SPRINKLER: A spray sprinkler assembly intended for installation with a concealed piping system. The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION -RESISTANT SPRINKLER: A special service sprinkler with non -corrosive protective coatings, or that is fabricated from non -corrosive material, for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER: A special -service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures. The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates. The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the "B" dimension [distance from the face of the fitting (tee) to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER: A type of special application sprinkler used to provide fire control of specific high -challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella -shaped spray pattern downward with a higher percentage of "large" water droplets than standard spray sprinklers. The sprinkler has an extra -large orifice with a nominal K-Factor of 11.2. Marked "HIGH CHALLENGE" and "UPRIGHT'. EARLY SUPPRESSION FAST -RESPONSE (ESFR) SPRINKLER: A sprinkler intended to provide fire suppression of specific high - challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8, or 25.2 nominal K-Factor, and special deflector. ESFR sprinklers are designed to produce high -momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high -challenge fire. Marked "ESFR" and "UPRIGHT' or "PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER: A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations. The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER: A sprinkler intended for use in the following occupancies: one- and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 N4 I IQ 7 471111 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a "fast response" heat sensitive operating element. They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes. For this reason, residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings, the unit is identified as "RESIDENTIAL SPRINKLER" or "RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT. Always referto Bulletin Form No. F_091699 -Care and Handling of Sprinklers and the appropriate sprin- klergeneral care, installation, and maintenance guide. Viking sprinklers areto be installed in accordancewiththe latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and alsowith the provisions of governmental codes, ordinances, and standards, wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) Page 1 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool, dry place. • Protect sprinklers during storage, transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. For Pre -Assembled Drops: • Protect sprinklers during handling and after installation. • For recessed assemblies, use the protective sprinkler cap (Viking Part Number 10364). Sprinklers with Protective Shields or Caps: • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. • Install sprinklers after the piping is in place to prevent mechanical damage. • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint, etc., from sprinklers. • Take care not to over -tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2" NPT: 14 ft-Ibs. (19.0 N-m) 3/4" NPT: 20 ft-Ibs. (27.1 N-m) 1" NPT. 30 ft-Ibs. (40.7 N-m) A WARNING CORRECT INCORRECT (Original container used) (Placed loose in box) CORRECT INCORRECT (Protected with caps) (Protective caps not used) CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) ceiling) (Special installation (Designated wrench not wrenches) used) WARNING: Cancer and Reproductive Harm- www. P65Warn ings. ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature allowed. Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling, installation, and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements. The snap - on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets* when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: The sprinkler has been installed'. The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Figure 1: Sprinkler shield being removed from a pendent sprinkler. Figure 2: Sprinkler cap being removed from a pendent sprinkler. Figure 3: Sprinkler cap being re- moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them! Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap, turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. ;A;wA�fJ[Hc Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 NIK CARE AND HANDLING OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com ACAUTIQI! CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT, HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly (Protective Cap Removed) Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100 °F (38 °C). Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage, transport, handling, and after installation. Use original shipping containers. Do not place sprinklers or cover assemblies loose in boxes, bins, or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled, during testing of the system, and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench (refer to the appropriate sprinkler data page) to install these sprinklers. NOTE: The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over -tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall, paint, etc., from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 NIK CARE AND HANDLING 17 *71111 OF SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX -COATED SPRINKLERS Many of Viking's sprinklers are available with factory -applied wax coating for corrosion resistance. These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax -Coated Sprinklers: • Store the sprinklers in a cool, dry place (in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax -coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage, transport, handling, and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes, bins, or buckets. Installation of Wax -Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax -coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation, wax is available from Viking in bar form. Refer to Table 1 below. The coating MUST be repaired after sprinkler installation to protect the corrosion -resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating. Thereafter, inspect representative samples of the coated sprinklers in accordance with NFPA 25. Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. Sprinkler Temperature Rating (Fusing Point) Wax Part Number Wax Melting Point Maximum Ambient Ceiling Temperature Wax Color 155 °F (68 °C) / 165 °F (74 °C) 02568A 148 °F (64 °C) 100 °F (38 °C) Light Brown 175 °F (79 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 200 °F (93 °C) 04146A 161 °F (71 °C) 150 °F (65 °C) Brown 220 °F (104 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown 286 °F (141 °C) 02569A 170 °F (76 °C) 150 °F (65 °C) Dark Brown Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ;� W AR[J[HIG Never install sprinklers that have been dropped, damaged, or exposed to temperatures in excess of the maximum ambi ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors. They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 1 Ca; REGULATORYAND HEALTH WARNINGS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. A WARNING STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers, valves, piping etc. can expose you to chemicals including, but not li- mited to, lead, nickel, butadiene, titaninum dioxide, chromium, carbon black, and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Flexible Sprinkler Drop for Commercial SPRINKLER DROP COMMERCIAL for General Hospital, Building, Skyscrapers. SPECIFICATIONS Lengths Available 24", 36", 48", 60" and 72" Size Available 1/2" or 3/4" (Straight or W Elbow) Hose Type Braided(UVFM) 1 Unbraided Hose Nut & Nipple L—Sealing Gasket/ Isolation Ring_ Max. Ambient Temperature Rating Max. Working Pressure Rating Connection Minimum Bending Radius K-Factor Stainless Steel 304 Zinc -Plated Steel EPDM/ NYLON 255°F 175 psi Inlet 1 "NPT Outlet 112" or 3/4"NPT 4" (UL) and 8" (FM) " DO NOT bend within 2.52 inches from connection nuts 1/2" Inlet 5.6gpm 3/4" outlet B.Dgpm No hangers And seismic escutcheons required Required torque to assemble reducer and nipple with the flexible hose: 50feet per pound DESIGN CERTIFICATIONS AND APPROVALS • UL • FM • _PCs • VdS WEST OFFICE Toll Free (868) 577-8999 • into@easyfEexusa.com EAST OFFICE Toll Free (855) 386-2600 • infoOeasyflexny.com TECHNICAL SPECIFICATIONS f jj 0.1 [ft I [S] k4 I ��I.'�.y §YA% VA1 Length Outlet Connection Max. Number of 90 Bends Equivalent Length of 1 in. (in) Schedule 40 Pipe, ft.(FM/UL) 24" 112" 1 6.8/ 18 314 " 1 4.7118 112 " 2 11.5131 361. 314" 2 10.6134 112 " 3 16.7148 48" 314" 3 12.7151 112" 4 20.6160 60" 31411 4 17.0165 112" 4 24.0171 72" 314" 4 19.8172 " Differences of Friction Loss Data are due to the different test methods and conditions between UL and FM approvals. (FM. 8" minimum bend radius, where C=120 1 UL: 4' minimum bend radius, where C=120) " The above chart reflects braided hose data. For unbraided data, refer to the full catalog. BENDING INFORMATION MA"END RADIUS 90' i One W Bend MAX -BEND RADIUS UL-a-FM-r RENDRADPLJ Tow 90' Bends Tow 90' Bends I I END RADIUS 2% UL-A, M-a" t � M 7C.8EN0 RA S � Three W Bends Please be advised to read the letter from FM for the friction loss and the number of bends clarification. WEST OFFICE Tall Free (888) 577-8999 • into@easyfEexusa.com EAST OFFICE Toll Free (855) 386-2600 • info0easyflexny.com EASYFLEJIC TECHNICAL SPECIFICATIONS BENDING INFORMATION Flex outlet Max# of Length pia. 90' Bending 24" 36" 48" 112" 1 N4" 1 112" 1 2 314" 1 2 112" 1 3 3/4" 1 3 Flaw rate i Max. total pressure loss (psi) (gpm) 5 FM_ 0.05670 UL 0.1503 6 0.07956 0.2106 8 0.13532 0.3582 1 ❑ 0.20332 0.5382 15 0.43248 1.1448 20 0.68612 1.8162 25 0.1.1356 3.006 5 0.039245 0.1503 6 0.05499 0.2106 6 0.09353 0.3582 10 0.14053 0.5382 15 0.29892 1.1448 2❑ 0.47423 1.8162 25 0.7849 3.006 5 0.096025 0.25885 6 0.13455 0.3627 8 0.22885 0.6169 0.9269 10 0.34385 15 0.7314 1.9716 20 1.16035 3.1279 5.177 0.2839 25 1.9205 5 0.08851 6 0.12402 0.3978 8 0.21094 0.6766 10 0.31694 1.0166 15 0.67416 2.1624 20 1.06954 3.4306 25 1.7702 5.678 5 0.139445 0.4008 6 0.19539 0.5616 8 0.33233 0.9552 10 15 0.49933 1.06212 1.4352 3.0528 20 1.68503 4.8432 8.016 25 2.7889 5 0.106045 ❑.42585 6 0.14859 0.5967 8 0.25273 1.0149 10 0.37973 1.5249 15 0.80772 1.28143 2.1209 3.2436 5.1459 8.517 20 25 WEST OFFICE Tall Free (888) 577-8999 • info@easyflexnsa.com EAST OFFICE Toll Free (855) 386-2600 • info0easyflexny.com TECHNICAL SPECIFICATIONS ReX. Length Outlat Max# of Flow rate D.A. 90' Bending (gpm) 5 6 8 112" 4 10 15 20 25 Max. total pressure loss (psi) FM UL. 0.17201 j 0.501 0.24102 0.702 0.40994 1.194 0.61594 1.794 1.31016 3.816 2.07854 6.054 3.4402 10.02 60" 314" 4 5 0.14195 0.54275 6 0.1989 0.7605 8 0.3383 1.2935 1 ❑ 0.5083 1.9435 4.134 15 1.0812 20 1.7153 6.5585 25 2.839 10.855 112'° 4 5 0.2004 0.59285 6 0.2808 0.8307 8 0.4776 1 A129 1 ❑ 0.7176 2.1229 15 1.5264 4.5156 20 2.4216 7.1639 25 4.008 11.857 72" 3/4" 4 5 0.16533 0.6012 S 0.23166 _ 0.8424 8 0.39402 1.4328 10 0.59202 2.1528 15 1.25928 4.5792 20 1.99782 7.2648 25 3.3066 12.024 TECHNICAL DATA The associated data are being provided to you as a gratuitous service by Easyflex and this information was created for specific reference use only. Easyflex does not warrant or guarantee the data for any purpose except its own use and is not liable or responsible for any use of this data or any consequential damages monetary or otherwise, which may result from the use of this data. The user hereby acknowledges and agrees to use this data solely at his/her own risk and will not hold the Easyflex responsible in any way. Furthermore, the user agrees not to distribute the information provided without the express written consent of Easyflex. Job Name : Job Location Submitted By: Date Approved By: Date WEST OFFICE Tall Free (888) 577-8999 • info@easyfEexasa.com EAST OFFICE Toll Free (855) 386-2600 • infoOeasyflexny.com A" m ri �g r I_ Blazemaster° FIRE SPRINKLER SYSTEMS LISTED AND APPROVED FOR MORE TYPES OF APPLICATIONS THAN ANY OTHER NON-METALLIC SYSTEM • Sprinkler Contractors • General Contractors Builders & Developers • Architects & Engineers • Authorities Having Jurisdiction Lubrizol RL*79%MaafAnr hen dealing with fire protection, you need a piping system you can depend on. BlazeMaster® CPVC pipe and fittings are designed specifically for fire sprinkler systems and are based on more than 50 years of proven experience. Lubrizol, the worldwide leader in CPVC innovation, takes fire sprinkler systems to a level of superior performance that exceeds your expectations. BlazeMaster fire sprinkler systems are the most advanced, Listed and approved non-metallic piping system available on the market today. And there's no comparison between CPVC pipe and metal pipe. CPVC systems offer more advantages than metal systems making all other pipes obsolete. Check the facts: Certified by NSF International for potable water safety under all water conditions Elimination of scaling and corrosion for lasting performance, even in salt air environments Natural immunity to Microbiologically Influenced Corrosion (MIC) Superior flow characteristics offer better hydraulic design over metal systems Ease of fabrication in the field provides unmatched flexibility Minimal tool investment generates increased cost savings 50-year life expectancy CPVC formulation delivers exceptional toughness Quality Assurance Program guarantees consistency and reliability BlazeMaster fire sprinkler systems are backed by an extensive field support organization, which is available for expert technical assistance and can provide you with: Proven installation recommendations to maximize efficiency and cost savings Expert consultation regarding compliance with local, regional and national codes Assistance with architects and engineers on design and specification work There are numerous advantages to using the BlazeMaster fire sprinkler technology to address your specific needs, including: Sprinkler Contractors • Improved durability: BlazeMaster CPVC pipe and fitting compounds have been specially formulated using Lubrizol technology for improved durability. provides many advantages during installation, even at cold temperatures. • Cost savings: Overhead on tools is minimal since pipe can be cut on -site with simple hand tools. A one-step joining system makes installations even quicker, keeping labor to a minimum. General Contractors • Less conflict with other trades: Contractors installing BlazeMaster systems work easily and quickly around dry-wallers, framers and other mechanical contractors. • Lightweight: No special rigging or equipment is needed to move BlazeMaster pipe within the building. Builders and Developers Low cost: Installed costs of a BlazeMaster system are significantly lower and prices are more stable than Optimal sized system: Smooth internal diameters lead to better hydraulic performance than metal systems, which often means pipe can be downsized, lowering material costs. i Listings and Approvals • UL 1821 Listed • Exposed system risers NFPA 130,13R • Exposed basement NFPA 13D (solid wood joist) • Extended coverage (exposed) — 20' spacing on pendent in lieu of 15' • Use with all Tyco and Viking combustible concealed sprinklers • Tyco attic sprinkler head with wet system piping (feed main and ridge installation) • Exposed extended coverage sidewall sprinkler Listings for exposed pipe & fittings — 24' extended coverage sidewall sprinkler,12" drop,1557 sprinkler head 18' extended coverage sidewall sprinkler,12" drop,165°F sprinkler head —16' extended coverage sidewall sprinkler,12" drop,175°F sprinkler head —14' standard coverage sidewall sprinkler,12" drop, 200°F sprinkler head • Permitted for use with return air plenums with no set -back at ceiling openings per NFPA 90A ULC or CUL Listed Factory Mutual Approved • Factory Mutual Approval exposed • Factory Mutual Approval above drop -in ceilings • Factory Mutual Approval exposed w/ Soffi-Steel`a'** soffiting covering system • VdS Approval • TFRI Approval LPCB Approval NSF Certification Other Differentiation • Size available up to 3" • Approved commercial product for over 25 years • Backed by over 50 years of CPVC resin and compound manufacturing experience • CPVC resin & compound from ISO 9001 manufacturing facilities • System chemical compatibility program (ancillary products) backed by independent third party testing/verification • Formal installation training program which has more than 25,000 graduates • Leader in new Listing and Approval developments • Dedicated CPVC system field consultants • CPVC pipe compound pressure rated by Plastics Pipe Institute • CPVC fitting compound pressure rated by Plastics Pipe Institute • Pipe compound cell class, 23547, exceeds the minimum allowable ASTM requirements for CPVC tensile strength • Fitting compound cell class, 24447, exceeds the minimum allowable ASTM requirements for CPVC impact strength Refer to manufacturer's installation instructions for product Listings and limitations prior to use. ** Soffi-Steel is a registered trademark of Grice Engineering Lubrizol J11110- Lubrizol Advanced Materials, Inc. BlazeMaster® Marketing Department 9911 Brecksville Road Cleveland, OH 44141-3201 USA 216-447-5000 888-234-2436 Fax: 216-447-5313 Chaussee de Wavre, 1945 1160 Brussels Belgium 32-2-678-19-11 Fax: 32-2-678-19-90 BlazeMaster 1107-1110 Shui On Centre 6-8 Harbour Road Wan Chai, Hong Kong 852-2508-1021 Fax: 852-2512-2241 QUALITY ASSURANCE PROGRAM BlazeMaster® pipe and fittings are produced to stringent quality standards, established by Lubrizol, that exceed ASTM and other industry standards. Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind. This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances. Lubrizol remains the technology leader and primary source of CPVC materials worldwide. While we do not manufacture pipe and fittings, we maintain a close and active relationship with the pipe and fittings manufacturers. Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. From plumbing to siding to fire sprinkler systems and more... All the pieces have now come together to solve many of today's toughest building and industrial challenges. To contact a sales consultant, call 888.234.2436 ext. 447.7393 or visit our website at www.fbcbuildingsolutions.com. BM 002 ® is a registered trademark of The Lubrizol Corporation. TM is a trademark of The Lubrizol Corporation. The information contained herein is believed to be reliable, but no representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular applications or the results to be obtained therefrom. The information is based on laboratory work with small-scale equipment and does not necessarily indicate end product performance. Because of the variations in methods, conditions and equipment used commercially in processing these materials, no warranties or guarantees are made as to the suitability of the products for the applications disclosed. Full-scale testing and end product performance are FBC Building Solutions FlowGuard Gold® Pipe & Fittings FlowGuard® MultiPort CPVC Manifold FlowGuard® MultiPort Commercial System FlowGuard® Bendable Piping FlowGuard" Flex Tubing BlazeMaster® Fire Sprinkler Systems BlazeMaster® Multipurpose System © The Lubrizol Corporation 2010, all rights reserved. the responsibility of the user. Lubrizol Advanced Materials, Inc. shall not be liable for and the customer assumes all risk and liability of any use or handling of any material beyond Lubrizol Advanced Materials, Inc.'s direct control. THE SELLER MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Nothing contained herein is to be considered as permission, recommendation, nor as an inducement to practice any patented invention without permission of the patent owner. Printed in U.S.A. 02110 BULL MOOSE TUBE APPROVALS AND SPECIFICATIONS • ASTM A135, Grade A • ASTM A795, Type E, Grade A • Pressure rated to 300 psi • Underwriters Laboratories - United States of America • Underwriters Laboratories -Canada SCHEDULE 10 B 40 SPRINKLER PIPE SUBMITTAL DATA SHEET FINISHES AND COATINGS • Schedule 10 & 40 Sprinkler Pipe receives an OD mill coating of water -based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. • Factory Mutual Schedule 10 & 40 Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL - United Arab Emirates • Made in the United States of America • UL, ULC & FM listed for roll -groove, plain -end and welded joints for wet, dry, preaction and deluge sprinkler systems. • LEED v4 Certified • Schedule 10 & 40 Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION • Every length of Bull Moose fire sprinkler pipe features large, easy -to - read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. 0.0. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 I.D. (in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 Empty Weight (lb/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water Filled Weight (lb/ft) 1.800 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 C.R.R.* 15.27 9.91 7.76 6.27 4.92 3.54 2.50 1.158 1.805 Pieces per Lift 91 61 61 37 30 19 19 10 7 0.0. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Empty Weight (lb/ft) 1.680 2.270 2320 3.660 5.800 7.580 10.800 Water Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 C.R.R.* 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pieces per Lift Mod70 51 44 30 30 19 19 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY **Not Eddy Guard II treated/Not produced by BMT SUBMITTAL INFORMATION �L Project Contractor Engineer Specification Reference Date System Type Locations Comments l OSchedule 10 - Black � Schedule 10- Hot Dip Galvanized O Schedule 40 - Black O Schedule 40 -Hot Dip Galvanized 1111 BULLMOOSETUBa= BULL TvTOOSE® TUBE APPROVALS AND SPECIFICATIONS • ASTM A135, Grade A • ASTM A795, Type E, Grade A • Pressure rated to 300 psi • Underwriters Laboratories — United States of America • Underwriters Laboratories —Canada EDDYTHREAD SPRINKLER PIPE SUBMITTAL DATA SHEET FINISHES AND COATINGS Eddythread Sprinkler Pipe receives an OD mill coating of water -based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. • Factory Mutual Eddythread Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL — United Arab Emirates • Made in the United States of America • UL, ULC & FM listed for roll -groove, plain -end and welded joints for wet, dry, preaction and deluge sprinkler systems. • LEED v4 Certified • Eddythread Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION Every length of Bull Moose fire sprinkler pipe features large, easy -to - read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. 1.295 1.650 1.900 2.375 1.083 1.41872.547 1.654 2.123 Emp eiF 1.461 2.070 3.308 Water Filled Weight (lb/ft) 1.860 2.754 3.468 4.842 C.R.R.* 1.00 1.00 1.00 1.00 Pieces per Lift 70 51 44 30 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY SUBMITTAL INFORMATION Project Contractor Engineer Specification Reference Date System Type Locations Comments O Eddythread - Black Eddythread - Hot Dip Galvanized IN BULLT/[OOSETUBE & CUD�M .rnwvca Model: DG SWING CHECK VALVE I Grooved Technical Features Connections: Grooved ends, AWWA C606 • Sizes: 2", 2-1 /2", 3", 4" 6" 8" Approvals: UL, ULC, FM Maximum Working Pressure: 300 PSI (Max. Test Pressure:600 PSI) • Maximum Working Temperature: 250°F (120°C) • Low pressure -drop, non -slam performance 1 Body Ductile Iron ASTM A536 Nylon-11 Coated 2 Clapper Stainless Steel ANSI 304 3 Coil Spring Stainless Steel ANSI 302 4 Nut Stainless Steel ANSI 304 5 Bolt Stainless Steel ANSI 304 6 Washer Stainless Steel ANSI 304 7 Facing Seal Rubber EPDM 8 Seat Ring Stainless Steel ANSI 304 9 Drain Plug Ductile Iron ASTM A536 10 Pin Plug Ductile Iron ASTM A536 11 Bushing Aluminum Bronze B148 12 Hinge Pin Stainless Steel ANSI 304 13 Hook Steel ASTM A307 Dimensions: Inches (Millimeters) FM C@US APPROVED LISTED Firecheck® Model: DGC C. 2" 1.9(49) 2.2 (57.1) 2.4 (60.3) 6.7(170) 0.6 (15.8) 0.3 (8.7) 1.5(38) 4.5(114) 2-1/2" 2.4 (62.2) 2.8(72) 3.0 (76.1) 7.2084) 0.605.8) 0.3 (8.7) 1.508) 5.0(127) 3" 2.9(74) 3.3 (84.7) 3.5 (89.1) 7.7(195) 0.6 (15.8) 0.3 (8.7) 1.405) 5.6(142) 4" 3.9(98) 4.3 009.8) 4.5 (114.3) 8.1 (205) 0.6 (15.8) 0.3 (8.7) 1.507) 6.1 (155) 6" 6.1 (156) 6.4 (163.7) 6.6 (168.3) 12.6 (320) 0.6 (15.8) 0.3 (8.7) 1.5(38) 8.3(210) 8" 7.9 (201.6) 8.5 (215.8) 8.6 (218.2) 14.6 (372) 0.8 (20.1) 0.4 (10.5) FI VA NCO K,&, M www.fivalcoinc.com 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.5 1.0 0.9 0.8 0.7 0.6 05 Friction Loss Check Valve (Water at 65°F) 100 200 300 400 500 700 1000 2000 3000 4000 5000 7000 10000 FLOW RATE IN GALLONS PER MINUTE (GPM) Installation Options • Horizontal Installation: Hinge Pin must be located at the top. • Vertical Installation: Direction of the arrow must point upward. 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.5 1.0 0.9 0.8 0.7 0.6 0.5 <�FM> C@LIS APPROVED LISTED Clapper Assembly Di,.,,, Seat Ring linge Pin Plug ng Nominal Pipe Sizes Flow Data - Friction Loss (Ft. of Pipe�� ches •D C=100 Sch.10 11IiQdi1 11 Sch.40 C=1 20 Sch.1 1 DN Inches (mm) Feet (M) F Feet (M) Feet (M) 2 2.375 (60.3) 10(3.0) DN50 8(2.4) 14(4.3) 11 (3.4) 21/2 DN65 2.875 (73.0) 14(4.3) 10(3.0) 20(6.1) 15(4.6) 3 DN80 3.5 (88.9) 17(5.2) 12(3.7) 23(7.0) 17(5.2) 4 DN100 4.5 014.3) 17(5.2) 13(4.0) 23(7.0) 18(5.5) 6 DN150 6.625 (168.3) 23(7.0) 19(5.8) 33 (10.1) - 26(7.9) $ DN200 8.625 (219.1) 35 (10.7) 32(9.8) 30(9.1) 50 (15.2) 4503.7) 4303.1) FIVA NCO K,&�, Mwww.fivalcoinc.com Model: DG . 175 PSI Butterfly Valve I Grooved Technical Features • Connections: Grooved Ends, AWWA C606 • Sizes: 2-1 /2", 3 , 4", 6 8" Approvals: UL, ULC, FM, and California State Fire Marshal Maximum Working Pressure: 175 PSI (Max. Test Pressure: 350 PSI) Maximum Working Temperature: 250"F (120"C) Application: Indoor and Outdoor Use Factory Installed Supervisory Tamper Switch Assembly Component Body Material Ductile Iron Specification ASTM A536 Nylon-11 Coated Disc Ductile Iron ASTM A536 EPDM Encapsulated Indicator Ductile Iron ASTM A536 Housing Ductile Iron ASTM A536 Handwheel Ductile Iron ASTM A536 Stem Stainless Steel AISI420 Worm Shaft Stainless Steel AISI410 Shear Pin Steel ASTM A510 Gear Segment Brass ASTM B584 Housing Gasket EPDM EPDM Grade E C-Ring (All) EPDM EPDM Grade E Dimensions: Inches (Millimeters) FM C&S APPROVED LISTED 0 Fireriser® Model: DG 2 1/2" 4.1 (105) 3.7(9) 3.8(96.4) 2.9(73) 5.3(135) 5.3(135) 5.0(128) 3" 4.4(112) 3.6(92) 3.8(96.4) 3.5 (88.9) 5.6(142) 5.3(135) 5.0(128) 4" 5.7(145) 4.3(108) 4.5 (115.4) 4.5 (114.3) 6.9(175) 5.3(135) 5.0(128) 6" 7.0(179) 5.7(146) 5.2 (132.4) 6.6(168) 8.2(209) 7.6(193) 8.7(220) 0.3 (6.8) 8" 8.0(204) 6.7(170) 5.8 (147.4) 8.6 (219.1) 9.2(234) 7.6(193) 8.7(220) 1.0 (24.2) H: Disc clearance of body surface through end of disc in open position. FIVA NCO K,&�, p www.fivalcoinc.com tqC00 Model BFV-300/BFV-300C Butterfly Valve Grooved End General Description The TYCO Models BFV-300 and BFV- 300C Grooved End Butterfly Valves are indicating type valves designed for use in fire protection systems where a visual indication of open or closed valve condition is required. They are used, for example, as system, sec- tional and pump water control valves. They have grooved inlet and outlet con- nections that are suitable for use with grooved end pipe couplings listed or approved for fire protection systems. For applications requiring supervi- sion of the open or closed state of the valve, the Gear Operators for the Model BFV-300/BFV-300C Butterfly Valves feature two sets of factory installed internal switches each having SPDT contacts, see Figure 3. The supervisory switches transfer their electrical con- tacts when there is movement from the open or closed disc position during the first two revolutions of the handwheel. Note: If the butterfly valve is required in a foam system, verify the valve is com- patible by referring to the foam concen- trate manufacturer technical literature for information about foam compatibil- ity, and acceptable system equipment materials of construction. MUM The Model BFV-300/BFV-300C Grooved End Butterfly Valves described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Technical Data Approvals LIL and ULC Listed FM Approved CE Certified VdS Approved Russian Fire Certificate CNPP R1 Listed—APSAD Listed by California State Fire Marshall Refer to Tables A, B and C for applicability. All laboratory listings and approvals are for indoor and outdoor use. Sizes 2 in.-12 in. (DN50-DN300) UL/ULC/FM Maximum Working Pressure 2 in.-8 in. (DN50-DN200) ... 300 psi (20,7 bar) 10 in. -12 in. (DN250-DN300) .175 psi (12,1 bar) VdS Maximum Working Pressure 2 in.-8 in. (DN50-DN200).... 300 psi (20,7 bar) 10 in. (DN250) ............. 232 psi (16,0 bar) 12 in. (DN300)..............175 psi (12,1 bar) Maximum Working Temperature 212°F (100°C) in accordance with LIL 1091 Materials of Construction Body ......................... Ductile Iron Body Coating ........... RILSAN PA11 Black Disc .......................... Ductile Iron Disc Seal...............EPDM Encapsulated Upper & Lower Stem.......... Stainless Steel Handwheel .................... Ductile Iron (BFV-300 red painted; BFV-300C black painted) Actuator, tin. -6 in. (DN50-DN150): • IP 65, bronze traveling nut gearbox, ductile iron housing Actuator, 8in. -12 in. (DN200-DN300): • IP 65, brass segmented gearbox, ductile iron housing Silicone Free Model Availability Silicone free models are available. Contact TYCO sales for information. Tapping Bosses Two factory -plugged NPT threaded tapping bosses in the valve body are located on the up- and downstream sides of the disc for connection to valve trim. Tapping boss sizes: 2 in. -3 in. (DN50-DN80) ............3/8 NPT 4in. -12 in. (DN100-DN300) .........1/2 NPT Worldwide I www.tyco-fire.com Contacts MODEL BFV-300 OPEN SUPERVISORY SWITCHES MODEL BFV-300C CLOSED SUPERVISORY SWITCHES Q � 4 s C E ERE �9eR VI�E F/H SG� vdS FM CP APPROVED Control Valve Seat Leakage Class IEC 60534-4 CLASS VI (Type C) Control Valve Seat Leakage according to ANSI/FCI 70-2-2006 (ASME B16.104) Page 1 of 8 AUGUST 2019 TFP1511 TFP1511 Page 2of8 Nominal Pipe Nominal Dimensions Valve Size Inches OD Inches Inches (mm) Weight Lbs. (kg) (DN) (mm) A B C D E IF H J 2 2.37 3.8 10.63 2.85 4.90 4.92 4.28 1.99 0 0 10.8 DN50 60,3 96,4 270 72,5 124,5 125 108,E 50,5 4,9 2-1/2 2.88 3.8 11.72 3.35 5.5 4.92 4.28 1.99 0 0 13.0 DN65 73,0 96,4 297,8 85 139,8 125 108,E 50,5 5,9 3 3.8 11.72 3.35 5.5 4.92 4.28 1.99 0 0 13.0 DN65 76,1 96,4 297,8 85 139,8 125 108,E 50,5 5,9 3 3.5 3.8 12.22 3.58 5.76 4.92 4.28 1.99 0 0 13.9 DN80 88,9 96,4 310,3 91 146,3 125 108,E 50,5 6,3 4 4.5 4.54 13.92 4.29 6.75 4.92 4.28 1.99 0 0 17.64 DN100 114,3 115,4 353,5 109 171,5 125 108,E 50,5 8,0 5.5 5.83 16 5.16 7.93 5.91 5.79 2.32 0 0 26.4 DN125 139,7 148 406,E 131 201,5 150 147 58,9 11,9 5 5.56 5.83 16 5.16 7.93 5.91 5.79 2.32 0 0 26.4 DN125 141,3 148 406,E 131 201,5 150 147 58,9 11,9 6.5 5.83 17.07 5.71 8.44 5.91 5.79 2.32 0 0 30,42 DN150 165,1 148 433,E 145 214,5 150 147 58,9 13,8 6 6.63 5.83 17.07 5.71 8.44 5.91 5.79 2.32 0 0 30,42 DN150 168,3 148 433,E 145 214,5 150 147 58,9 13,8 8 8.63 5.24 19.67 6.69 9.29 8.86 8.19 2.76 5.66 1.24 47.18 DN200 219,1 133 499,5 170 236 225 208 70 143,7 31,4 21,4 10 10.75 6.26 22.46 7.68 11.1 11.14 8.19 2.91 7.21 1.65 73.41 DN250 273 159 570,5 195 282 283 208 74 183,1 41,8 33,3 12 12.75 6.5 25.39 9.5 12.2 11.14 8.19 2.91 9.96 2.7 89.29 DN300 323,9 165 645 241,5 310 283 208 74 252,9 68,5 40,5 SEGMENTED HANDWHEEL GEAR OPERATOR 8 TO 12 INCH E INDICATOR (DN200 TO DN300) VALVE SIZES C D FLAG (VALVE CLOSED) TAPPING V0 0 BOSSES' O BOSSES G B THANDWHEEL —TAPPING INDICATOR BODY FLAG (VALVE TAPPING O o A kL o OPEN) BOSSES ----- n (pn' TAPPING BOSSES DISC J y H � ELECTRICAL TRAVELLING NUT TRAVELLING NUT CONNECTOR GEAR OPERATOR GEAR OPERATOR 2 TO 4 INCH 5 TO 6 INCH (DN50 TO DN100) (DN125 TO DN150) VALVE SIZES VALVE SIZES FIGURE 1 MODEL BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE NOMINAL DIMENSIONS TFP1511 Page 3 of 8 No. Part Material Qty. 01 Body ASTM 1 A-536 02 Upper Stem AISI 410 1 03 Lower Stem AISI 410 1 04 Disc EPDM 1 05 O-Ring (P12) EPDM 4 06 Oiless B/R _ 4 MB1410 07 End Cap EPDM 1 2-1/2-4 Inch 08 Gear Box ASTM 1 A-536 Traveling Nut Bronze 1 2-6 Inch 09 Segment Gear C 3604BD 1 8-12 Inch 10 Bushing (2) FD-0205-45 1 11 Cover ASTM 1 A-619 12 Bushing Fe 1 13 Headless Wrench ASTM 1 Bolt M5 x 7L A-307 14 Stem Housing Fe 1 35 �4 28 37 33 30 32 38,39 31 No. Part Material Qty. 15 Spring Pin ASTM 1 A-228 16 Indicator ASTM 1 A-619 17 O-Ring NBR 1 18 Cover Gasket Paper 1 19 Spring Pin ASTM 1 05x1Tx25 A-228 20 O-Ring (P10) EPDM 1 21 Worm Shaft AISI 410 1 22 Bushing (1) FD-0205-45 1 23 Collar FD-0205-45 1 24 Spring Washer ASTM 4 A-167 25 Hex Bolt ASTM 2 M8 x 20L A-167 26 Hex Bolt ASTM 2 M8 x 25L A-167 27 Gasket Paper 1 28 Spring Pin ASTM 1 04x0.8tx25 A-228 29 Handwheel ASTM 1 A-536 28 30 37 No. Part Material Qty. 30 Bolt (Round) ASTM 3 A-167 31 Plate Washer ASTM 4 A-167 32 Switch Assembly — 1 33 T/R Bolt ASTM 2 A-307 34 Tapping Screw S10C 1 ST3.5 x 7.5 35 Tooth Washer 4# S10C 1 36 Lever ASTM 1 A-619 37 Connector — 1 38 Sticker — 1 39 Sticker — 1 40 Spring Pin ASTM 1 03 x 0.6T x 25 A-228 Headless Plug 3/8 NPT 2-3 Inch 41 ASTM 2 A-307 Headless Plug 1/2 NPT 4-12 Inch 33 35 34 36 38,39 31 30 30 19, 19, 29 20 40 17 14 12 18 29 20 40 17 14 12 18 16 16------- 11 15 11 / 15 -_— - 21 10 21 10 13 13 22 09 22 - 09 27 27-- 23 08 23 08 25 25 24 05 24 05 26 26 25 02 25 02 01 41 01 41 04--03 04 03 06 - 07 06 —07 BFV-300 Normally Open Valve BFV-300C Normally Closed Valve Supervisory Switch Arrangement Supervisory Switch Arrangement FIGURE 2 MODEL BFV-3001BFV-300C GROOVED END BUTTERFLY VALVE ASSEMBLY TFP1511 Page 4of8 • 11 �11 .11 111 111 III .III 1111 1111 I IIIII■■■■ IIIII■■■■■■■M■■■►Iiiiii■■■■■■■■■■IIIIIIIIIII■ ■■■■ ■■■�,■■■■■■ ■■■■■■■■■■ IIIIII IIIII ■■ �■ r■■■■■■II■■■■■■II■I■■■■I ■■ ■■ ��■■■■■■7■■■■■■ �■■■■ ■■■■■IIIIIIIIII IIIII IIIII I IIIII IIIII■■■■ ■■ ■■ ■■ ■� ■■�■■■■■■� iiiii ■■■■� IIIII IIIII ■►� ■■ ■■ ■� ►�■■■■■■�■■ ■■■■►I ■■■■� IIIII IIIII I I ■■■1 ■■►�■■■■■■1■■■■■■■■1/11111111111 �■ ■■ ■■ ■►■■■■■■►�■■■■■■�■ ■■■■11111111111 IIIII■■■■■■■1■EF■■■■■■1■■■■■■■I,i11111111111/I■■■■■19,■■■■■I■■■■■■■I■■■■■11111111111 I ..... �....... �,��....... ��..-.............. �....-... ��....... A................. ■■■■■...■ iiiii.... ■■■■■...■ Imm"m III....■■■■��.......■■■■■■■.■■........■■��.,.■.■■■�.........■■■■■■■■■■■ , ......■■■ .......■■■■■■■■''I■■■..■■""ME.II.■■■■■fir...■■■■■■■■■■■■■■■■ I I i ■i��iiiiiiii��iiiiiiiiiiii�iiiiiiiii111111 ■......■■■...■,...■■■■■■■r,■■■■...■,■■■■�..�....■■�m.....■■■■■■■■■■■■■ FA MMiiuMMMMMMiiiiiiiiiiiii iiiii■■ ►■■■■■■■■■■■■■■I�■■■■■■■■■I,Immmll■■II■■■■■�.II■■■■■■■ram.■■■■■■■■■■■■mmmmll ■ ■■■■■■ MII■■■■■■■■■■■■I■/III■I■I■I■I1I1■■I■■I■■■■I■I■I■■I■Iml■■ IAMEN ■■III■I,■■■■■■■■■■ ■1 0■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■II■II■II■II■II1II1II ■ ■ • I IIIII■ IIIII■ ■■■■■■■■■■■■■■■■■■■■■■■■ I■II■■■■■■■■■ I■■■■■III/IIIIIIIII,■■■■■■III■■■■■■II■■■■■■■■■IIIIIIIIIIII I■■■1 / 1 IIIII IIIII■ J■11■■■■■■■■ I■■■1■■■■■■■ � /■■■■ II■■■ ■■1/1111111111I■■■■■11/I■■■■■■II■1■■■■■■■■■1111111111� 11111111111�■■■■■■��■■■■■I■■■■■■■■■■■■111111111111 ■ ' ' ' 1 IIIII■■II■■■■1■■■■■■■ IIIII■��■1111■■■■■■ /■■■ II■■■ •` 1111 JII . 111,1■■■■■■11■■■■■��■■■■■■■■■■■■11111111111 1�11■■■■II/1■■■■■I■111■■■■■■11111111111111 : �� ` ■■■■■.II■■■■■■■■■■.■■ ■■■n■.■■■■■■■■■■■ .�.. mmmm ,.■■. ■■■ No . ,,..■......,..■■■■■■,.....�..................■ inn■ ■ ■■■■■■u■■■■■■■■■■■■■■■■■■rl■■■■1 iiiii�iiiiiiiiMEM 1111,1,■■■■■■■I■■■■ Iiii� r■I■■ ►I■■ . III GIIIIII ,IIII ■�■■■■■■■■■■■■■■■III/IIIIIIII, • IIIII■■■■■■■1■■■■■■■I■OEM MEN ■■■ LIIIIIII I■■■1 I■NOON■■■■■■■■■■■■■III/II1111/,1 ' 1/111mmmmmlllmmmm ■I�� IIIIIII 1on�1 ��IINEEMENSINIIlIIII/III / I � � ' IIIII■■■■■111■■■■■I■■11■■■I■■ /IIIII I■■■I ►I■■■■■■■I■■■■■■■■I/IIIII�1111 • I MEN F� A1111I IN • • 1 • iiiiiiiiiiiii�ii IIIIIIIIIIIIIII■■■■■■■■■■■■■■■■II■II■II■■■■■■.III■■■■■■■■■■■■■■■II■III■II,►■■�■■■■■■■■7■■■■II,■■■ i�iiiiiii on mom ■■1/,1MEN ■iii� Iii■i■i■i■i■i■i■iIEIM■ ■■■■■■■■ ii�i ■I■■111111 iiIi� I I . I ■■I■IIIIIIIII1I■■■ II■III ■■■■■■■■ ■■ � , IiI1I1I1I1I1Ii 111 I 1 1 • IIIII■■■■■■■I■II■■■■■■■II■■■■11■■■IIIIIIIIIII■■■■■11II■■■■■■■■■■■ • , ►III 1� I . IIIII■■■■■■11■II■■■■■■■I■■■■��■■■11111111111■■■■I■11■■■■■■■■■1■ ..... COME:::=onm I � ,i11 /l I I noun::22 :� ■■■■■....■■■.,�O....■■■■��M-.■■■■■■II■■■■■■■■.. iiiii■■■■■iiiii■■■■�■ii■■ill■■■■iiiiiiii■ii■■iii■■■■■■■■ONE ANN .. �...■■■■■ iiii II■■■■■0��...■■■■ ■■■■■..■■■■ ■ ...■ ■■■■ . .■■■■■■ ■■■■■■■■■..i■■■■■■M EMEME ■■■■�■� I�im IA■■ ■.iiiii■ 1 1 nm.■■■■ IIIII■■■■I,■■■■■■II■■■■■III■■■■■■IJ■■■■(IIIIIII■■■■■■■■■■■■■■■■■II■■■I■■ ■■ ...■u■■u■ .i..■■■■■I■■■nnm.r�■■■■■■�....■■■■■�r ■■ rin I■■■■mill I■■111111 'on,■■■■■■■■■■II■■m■.■■■.■■■■III.■■■■■■I■■■■mm■■11I,■■■■■■■■■■■■■■■■■�■■■II■■ I IIIII IIIII■■ ■■ ■■IIIII ■� ■III ■■■■II■■III■■■■ ■■■I�■■■■■III iiiii■I/II ■■III IIIII IIIIIIIIII�■■ IIIII,■ ■■ ■■■III ■I ■■ ■■■■■■■■■I ■■■■■■■■■I /I■■II■ i■■II ■ ■I ■■■II /I■■II IIIII IIIII IIIII It .11 :11 Be III �111 .111 1. II II '1• I I � ME YELLOW F------- YELLOW S-1 FIRE ALARM COMMON (WHITE) COMMON (WHITE) END OF LINE CONTROL PANEL RESISTOR SUPERVISORY RED RED OR CIRCUIT NEXT DEVICE MODEL BFV-300/BFV-300C I GREEN GEAR OPERATOR OPERATOR CASE CONTACT RATINGS: - GROUND 16A 125V/250 VAC I I BLUE 5A 24VDC SWITCH S-1, 2 LEADS PER CONTACT SWITCH S-2, 1 LEAD PER CONTACT i S 2 i COMMON (BLACK) I I ORANGE VOLTAGE L _ _ _ _ _ J AUX. DEVICE SOURCE _ _ _ _ _ _ _ _ (BELL OR HORN) FIGURE 3 MODEL BFV-300 BUTTERFLY VALVE OPEN POSITION — SUPERVISORY SWITCH OPEN POSITION MODEL BFV-300C BUTTERFLY VALVE CLOSED POSITION — SUPERVISORY SWITCH CLOSED POSITION INTERNAL SWITCH WIRING DIAGRAM TFP1511 Page 5 of 8 Nominal Pipe Part Number A enc Listing/Approval Valve Size Inches O.D. Inches Max. BFV-300 BFV-300C CA Fire Russian (bar) Supv. Switch Supv. Switch CIE UL ULC FM VdS Marshall CNPP PAVUS Fire (DN) (mm) OPEN CLOSED Cert. 2 DN50 2.38 60,3 300 20,7 5930OG02OWS 5930OG02OWSC ✓ ✓ ✓ ✓ ✓ ✓ 2-1/2 DN65 2.88 73,0 300 20,7 59300GO25WS 59300GO25WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN65 3 76,1 300 20,7 59300GO26WS 59300GO26WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ 3 DN80 3,5 88,9 300 20,7 5930OG03OWS 5930OG03OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 4 DN100 4.5 114,3 300 20,7 5930OG04OWS 5930OG04OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN125 5.5 139,7 300 20,7 59300GO56WS 59300GO56WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ 5 DN125 5.56 141,3 300 20,7 5930OG05OWS 5930OG05OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN150 6.5 165,1 300 20,7 59300GO66WS 59300GO66WSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ 6 DN150 6.63 168,3 300 20,7 5930OG06OWS 5930OG06OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 8 DN200 8.63 219,1 300 20,7 5930OG08OWS 5930OG08OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 10 DN250 10.75 273 175 12,1 5930OG10OWS 5930OG10OWSC ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 12 DN300 12.75 323,9 175 12,1 5930OG12OWS 5930OG12OWSC ✓ ✓ ✓ ✓ ✓ ✓ TABLE A MODEL BFV-3001BFV-300C GROOVED END BUTTERFLY VALVE WITH INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS Nominal Pipe Part Number Agency Listing/Approval Valve Size O.D. Max. BFV-300 BFV-300C Inches Inches (bar) Supv. Switch Supv. Switch CIE VdS CNPP (DN) (mm) OPEN CLOSED 2 DN50 2.38 60,3 300 20,7 59300GO20AWS 59300GO20AWSC ✓ ✓ ✓ 2-1/2 DN65 2.88 73,0 300 20,7 59300GO25AWS 59300GO25AWSC ✓ ✓ ✓ DN65 3 76,1 300 20,759300G026AWS 59300GO26AWSC ✓ ✓ ✓ 3 DN80 3,5 88,9 300 20,7 59300GO30AWS 59300GO30AWSC ✓ ✓ ✓ 4 DN100 4.5 114,3 300 20,7 59300GO40AWS 59300GO40AWSC ✓ ✓ ✓ DN125 5.5 139,7 300 20,7 59300GO56AWS 59300GO56AWSC ✓ ✓ ✓ 5 DN125 5.56 141,3 300 20,7 59300GO50AWS 59300GO50AWSC ✓ ✓ ✓ DN150 6.5 165,1 300 20,7 59300G066AWS 59300GO66AWSC ✓ ✓ ✓ 6 DN150 6.63 168,3 300 20,7 59300GO60AWS 59300GO60AWSC ✓ ✓ ✓ 8 DN200 8.63 219,1 300 20,7 59300GO80AWS 59300GO80AWSC ✓ ✓ ✓ 10 DN250 10.75 273 175 12,1 5930OG100AWS 5930OG100AWSC ✓ ✓ ✓ 12 DN300 12.75 323,9 175 12,1 5930OG120AWS 5930OG120AWSC ✓ ✓ ✓ TABLE B MODEL BFV-3001BFV-300C GROOVED END BUTTERFLY VALVE WITH CNPP-APSAD LARGE 100 X 100 MM FLAG AND INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS TFP1511 Page 6 of 8 NOT Pipe A enc Listing/Approval Valve Size Inches O.D. Inches Max. Part Number CA lire Russian (bar) CE UL ULC FM VdS Marshall CNPP PAVUS Fire (DN) (mm) Cert. 2 2.38 300 5930OG02ONS ✓ ✓ ✓ ✓ ✓ ✓ DN50 60,3 20,7 2-1/2 2.88 300 59300GO25NS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN65 73,0 20,7 DN65 3 76,1 300 JLOa 59300GO26NS ✓ ✓ ✓ ✓ ✓ ✓ ✓ 3 DN80 3,5 88,9 300 20,7 5930OG03ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 4 DN100 4.5 114,3 300 20,7 5930OG04ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN125 5.5 139,7 300 20,7 59300GO56NS ✓ ✓ ✓ ✓ ✓ ✓ ✓ 5 DN125 5.56 141,3 300 20,7 5930OG05ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN150 6.5 165,1 300 20,7 59300GO66NS ✓ ✓ ✓ ✓ ✓ ✓ ✓ 6 DN150 6.63 168,3 300 20,7 5930OG06ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 8 DN200 8.63 219,1 300 20,7 5930OG08ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 10 10.75 175 5930OG10ONS ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ DN250 273 12,1 12 12.75 175 5930OG12ONS ✓ ✓ ✓ ✓ ✓ ✓ DN300 323,9 12,1 TABLE C MODEL BFV-300 GROOVED END BUTTERFLY VALVE WITHOUT INTERNAL SUPERVISORY SWITCHES PART NUMBER SELECTION AND AGENCY LISTINGS/APPROVALS Notes: 1. Install a single switch in either bracket mounting position to monitor Open or Closed valve condition ® � --—� r— I I I O L- ® Bernstein Switch Wiring Diagram TABLE D MODEL BFV-300 GROOVED END BUTTERFLY VALVE WITHOUT INTERNAL SUPERVISORY SWITCHES ACCESSORY EXTERNAL SUPERVISORY SWITCHES AND MOUNTING BRACKETS PART NUMBER SELECTION Part Number Nominal Gear Bernstein Bernstein Valve Size Operator Mounting Bernstein i88-IP65 GC-SU1Z Inches Type Bracket with i88-IP65 LED Switch Ex IP-66/67 ATEX (DN) Mounting Bolts Regular Switch 24V (Ex 112G Ex dIIC T6 Gb) Switch 2-4 (DN50-DN100 Travelling Nut 59300SPBRACKETI0 59300SPSW 59300SPSWLED 59300SPSWATEX 5-6 DN125-DN200 59300SPBRACKET20 8 DN200 Segmented Gear 59300SPBRACKET25 10-12 DN250-DN300 59300SPBRACKET30 TFP1511 Page 7 of 8 Installation The Model BFV-300/BFV-300C Grooved End Butterfly Valves may be installed with flow in either direction and can be positioned either horizon- tally or vertically. The grooved end pipe couplings used with the Model BFV-300/BFV- 300C must be listed or approved for fire protection service and installed in accordance with the manufacturers instructions. The Model BFV-300/BFV-300C But- terfly Valve may be installed with any schedule of pressure class of pipe or tubing that is listed or approved for fire protection. Conduit and electrical connections are to be made in accordance with the authority having jurisdiction and/ or the National Electrical Code. With reference to Figure 3, the supervisory switch is intended for connection to the supervisory circuit of a fire alarm control panel in accordance with NFPA 72. The auxiliary switch is intended for the unsupervised connection to aux- iliary equipment in accordance with NFPA 70, National Electric Code. NOTE: For outdoor applications with internal supervisory switches, it is rec- ommended that wiring connections be made at a temperature above 15°F (-9°C), in order to insure sufficient flex- ibility of the wire lead insulation. Care and Maintenance Before closing a fire protection system control valve for maintenance or inspection work on either the valve or fire protection system which it con- trols, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable stan- dards of the NATIONAL FIRE PRO- TECTION ASSOCIATION, for example, NFPA 25, in addition to the standards of any authority having jurisdiction. Contact the installing contractor or product manufacturer with any ques- tions. Any impairment must be imme- diately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified inspec- tion service. Nominal Valve Size Part Number Inches (DN) BFV-300, Red Painted BFV-300C, Black Painted 2-4 DN50-DN100 59300SPHWHEEL10 59300SPHWHEEL10B 5-8 DN125-DN200 59300SPHWHEEL20 59300SPHWHEEL20B 10-12 DN250-DN300 59300SPHWHEEL30 59300SPHWHEEL306 TABLE E BFV-300/BFV-300C GROOVED END BUTTERFLY VALVE REPLACEMENT HANDWHEEL PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Butterfly Valves Model BFV-300 with Internal Open Supervisory Switches Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, Inter- nal Open Supervisory Switches, P/N (specify per Table A) Model BFV-300C with Internal Closed Supervisory Switches Specify: (specify size) Model BFV- 300C Grooved End Butterfly Valve, Internal Closed Supervisory Switches, P/N (specify per Table A) Model BFV-300 with Internal Open Supervisory Switches, APSAD Approved Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, Internal Open Supervisory Switches, APSAD Approved, P/N (specify per Table B) Model BFV-300C with Internal Closed Supervisory Switches, APSAD Approved Specify: (specify size) Model BFV-300C Grooved End Butter- fly Valve, Internal Closed Supervi- sory Switches, APSAD Approved, P/N (specify per Table B) Model BFV-300 without Internal Supervisory Switches Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve, P/N (specify per Table C) Accessories External Supervisory Switch and Mounting Bracket Note: Accessory external supervi- sory switches and mounting brackets are applicable only to valves without factory -installed internal supervisory switches. Refer to Table D for switch models and part numbers. Specify: (specify size) Model BFV-300 Grooved End Butterfly Valve Exter- nal Switch Mounting Bracket, P/N (specify), with (specify quantity) Bern- stein External Switch (specify model), P/N (specify) Replacement Parts Note: Only items described in this section are offered as replacement parts. Handwheel Replacement handwheel includes pin. Refer to Table E for part numbers. Model BFV-300, Red Painted Specify: Handwheel, (specify size) Model BFV-300 Grooved End Butter- fly Valve, P/N (specify) Model BFV-300C, Black Painted Specify: Handwheel, (specify size) Model BFV-300C Grooved End But- terfly Valve, P/N (specify) TFP1511 Page 8of8 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone A-215-362-0700 02019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. Johnson 400 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Controls RILSAN is a registered trademark of Ark—, Inc. tqC00 Model CV-1 FR Grooved -End Riser Check Valves 21nch to 121nch (DN50 to DN300) General Description The TYCO Model CV-1 FR Grooved - End Riser Check Valve is a compact and rugged swing -type unit that allows water flow in one direction and pre- vents flow in the opposite direction. A resilient elastomer seal facing on the spring -loaded clapper ensures a leak -tight seal and non -sticking opera- tion. The Model CV-1 FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV-1FR Riser Check Valve is furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapters. The Model CV-1 FR Riser Check Valves have been designed with a removable cover for ease of field maintenance. These valves can be installed horizontally (with cover in the upward position) or vertically with the flow in the upward direction. Refer to Figure 6. To facilitate their use in wet -type auto- matic sprinkler system risers, the Model CV-1 FR Riser Check Valves are provided with threaded outlets for pres- sure gauges and a drain connection. They provide a more compact and eco- nomical alternative to an alarm check valve where a water motor alarm is not required. Provisions must be made for a local alarm using an approved flow switch (not included). The Model CV-1FR Riser Check Valve is also Listed for use in conjunction with the TYCO DV-5 Deluge Valve in Preaction Systems under air pressure without the use of prime water. The Model CV-1 FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. NOTICE The Model CV-1FR Riser Check Valve described herein must be installed and maintained in compliance with this document and with the applicable standards of the NATIONAL FIRE PRO- TECTION ASSOCIATION, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of this device. 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 maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Technical Data Approvals UL, C-UL Listed FM Approved Sizes 2 in. to 12 in. (DN50 to DN300) Maximum Working Pressure 300 psi (20,7 bar) Valve Assembly Finish Red, non -lead paint Worldwide I www.tyco-fire.com Contacts APPROVED Installation The Model CV-1 FR Riser Check Valves are to be installed in accordance with this section: 1. The arrow cast on the Body must point in the direction of the flow. 2. Valves installed vertically must be positioned with the flow in the upward direction. 3. Valves installed horizontally must be positioned with the Cover facing up. Refer to Figure 6. 4. Grooved -end pipe couplings used with the Model CV-1FR Riser Check Valve must be installed in accordance with manufacturer's instructions. NOTE. Valves should be installed a reasonable 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 times the pipe diameter for general use. Page 1 of 6 DECEMBER 2020 TFP950 TFP950 Page 2 of 6 A B 1/4" 1 /4" N PT N PT C O.D. D J K E F Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Weight Torque TFP950 Page 3 of 6 8 8 4,15 17 16 2 SEE 9 __ ___ 5 9 VIEW A 2 7 2 7 5 3 2" - 8" 10" - 12" (DN50 DN200) (DN250 - DN300) VIEW A D O C 13 5 13 11,15 11 14,15 SEE � / 18 6 DETAIL B 5 6 2"-8" 10" - 12" 1 (DN50-DN200) (DN250 - DN300) DETAIL B Detail Part Material Qty. Detail Part Material Qty. Detail Part Material Qty. 1 Body Ductile Iron 1 6 Clapper EPDVI "E" 1 14 Locknut Stainless 1 Facing Grade Steel 2 Cover Ductile Iron 1 7 Spring Stainless Steel 1 15 Adhesive Thread Sealer AR 3 Cover Gasket Nitrite Rubber 1 g Hinge Shaft Stainless Steel 1 i6 Nameplate Aluminum 1 4 Hex Cap Steel, Zinc AR 9 Retaining Stainless AR 17 Rivet Steel 2 Screw Plated Ring Steel Clapper 2 -8 Stainless 11 Retention Stainless Stainless 1 1 18 Spacer (DN50-200) Steel Bolt Steel Steel 5 1 Clapper 10-- 12- Ductile Iron 13 Retaining Stainless 1 (DN250-300) Disc Steel FIGURE 2 MODEL CV-1FR RISER CHECK VALVES ASSEMBLY • 11 11 111 111 111 111 111 rlrl 1111 Irll 1111 1 �— �- -...,........�------��--- �gy�m..■■■■■■...■.■ . I .II..■.■M■■■■■■■■■■■■■■■■■■■■■■■■., ■■■■■■■■■MO■Wm...■.■■■■,■1MM...■■.■.■■■■■■■■■.1.1■■■■■■■■■■■■■■..■.■■■■■■r■A■■on.I.,■..■ 1 1 MEMM FAIN om..■■o ■MIME■■■■ NOON■■■ ,. .■ • ..■■■■■■■■■■.■■..■■■■��....■a■��.■...■■■.■mmn.■■■■,.■■�.,.■. Inn■■■I■■/A■M■■n■ ,■■■■■En■■■■■M■■MF'MM ■■■■■u■n■nMEN MIIIIIIII III■■■MII■I�■■■■■►■I■■■■■■■■r.1111111111■■■■►�■■■■r�■■■ 1 NOON■■■ NOON■■ NOON■ I■ I ■ i■III1111 I ` I■■IIIII■■■■■ noon III II■■■■■11■-■■■■II■■■■■■■■■■IIIIIIIIIIIII■■■■■■III,■■■■ I■■■■■III'■■■■■►I■■I■■■■■■■I,I■1111111111■■■//■■■■II■■■■ II■■■■I,■■■I■■■■■■■/IIIIIIIIIIIII■■II■■■III■■■■ 1 1 •� • NOON■ I I■ A■■IIII d■■■■ -■ ■/1■■■1■■■■■■I�■■■1111111111■■/1■■■■I■■■■■ NOON NONE I I I■■■Ill I■■■111 � lll■■■■ /l11011 11■ `,11■ I■■ � I■■■■1■■■■■II■■11111111111■I,■■■■��■■■■■ I■■■II■■■■■/1■■111111111111■/I■■■I/1■■■■■ ' • 1 NONE■■I �M.■..,■ I I�ME ,■■■I11 II■■■EE■ 1111100 I■■■■■■1■ .■■ • /011I11■■ .■■■■■■� I■■I111111111111I■■■■III■■■■■ • 6.■■■■■■■■■■■■■■■,.■■■.,■■■�-.■■ .• :. ' MM■■■I■■..��...■■■■ ■■■■EAM■I7E■■II■■■MEM ■■■■I■■IAI■■IA■■■■■I ,NOON■■■ ` •111111■ AIIIIII■ ,■■■ III■ IIII I■■■M■■■M ■■■■■■■ ■■■■Moon .■■■M■■■■■■ I■■M■EEIIII I■■■■IIIII ■■►..■■,.■■■OMM..■ r1■■■IEEE■■■■■■ ► MITI■■■■■ • ■■■II■■LEII■I,■■■■■■■IIIIIIIIIIII ■■I.�■I.I■■■■II■■■■■■■II,IIIIIIIII ,■■■ I■■■ I■■■■■■II ` I■■■■IIIII I■■■■■III gill /lll . .■■III■■■■■ I■■■■■■■■■■ 1 r ■■I■��NOON■I■■■■■■■I/111111111■■I■■■ ' ,N OON■■■■I■■■■■■■■ I■■■■■■■■1 111■■■■■■■■■■ �,�■■■111■■■■■MMMMM 1 1 '■��■■■■III■■■■■■IIIIIIIIIIIII■I■■■III■■■■■■■ • ,�■■■■■■1 /ll 1 1 • � ►��MEMFAWI�M 000111■■ IMEN IN ��MErllmm1111110000, ' 1 20.■■■■au00.■viMEiiiii■mIn■■■EviE��.■■■■MEn��■■■■■ MlM�IlllliiiiiiM/EENEMEEEMMM � ,�11 m i■■■■MEomm■■■ r 1 • • 1 . NOON■I.EEEE■■■■I■■EEEEEEIIIII.�I■■■■I/II■■■■■■■M/II■■■■■■■MII.11 MU III■■■■MIII■■■■■ 1 . ' ■■■■I■■III■■■I■■■II■IIIIIIr111■■■■II■II■■■■■■■I,EI■■■■■■■II�IIII �i111■■■■■III■■■■■ 1 ■NOON■■III■■II■■■■II■IIIIII/111■■■IEIII■■■■■■■III■■■■■■■II,III1111,1111■■■■■III■■■■■ ■��■■■■■■■■II■■■■■■■IIIIII'/llll■■■/I■■■■■■■■■■I�■■■■■■■■■■�1■1■11/,11111■■■■■■■■■■■■■ 1 1 • 1 . GI■■■■■■■�'■■■■■■■■11111'llllll■■I■■■11■■■■■■I■■1■■■■■■■/1■11111,111111■■■■■■■1■■■■■ ------- is ------- -- —I I I----- — ------ ---- ----- 11 11 of 11 .11 $1$ 111 r11 11r .111 1111 111 0 • TFP950 Page 4 of 6 A I - � C E B D FIGURE 4 MODEL CV-1FR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DN50 (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1-1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1-1/4 DN65 (76,1) (203,2) (169,2) (98,3) (274,3) 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 - 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (215,8) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) TFP950 Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge .. 2 92-343-1-005 2 1/4" Gauge Test Valve .. 2 46-005-1-002 3 1/4" Plug ............. 2 CH 4 1" Angle Valve ......... 1 46-048-1-006 5 1/4" x 2" Nipple........ 1 CH 6 1/4" x 5" Nipple........ 1 CH 7 1" x 3" Nipple.......... 1 CH P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge .. 2 92-343-1-005 2 1/4 " Gauge Test Valve .. 2 46-005-1-002 3 1/4" Plug ............. 2 CH 4 1-1/4" Angle Valve...... 1 46-048-1-007 5 1/4" x 2" Nipple........ 1 CH 6 1/4" x 5" Nipple........ 1 CH 7 1-1/4" x 3" Nipple ...... 1 CH P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge .. 2 92-343-1-005 2 1/4" Gauge Test Valve .. 2 46-005-1-002 3 1/4" Plug ............. 2 CH 4 2" Angle Valve ......... 1 46-048-1-009 5 1/4" x 2" Nipple........ 1 CH 6 1/4" x 5" Nipple........ 1 CH 7 2" x 3" Nipple.......... 1 CH NOTES: MAIN 1. All Fittings and Nipples are DRAIN VALVE galvanized (Standard Order). (NORMALLY 2. CH: Common Hardware. CLOSED) SYSTEM i PRESSURE _� j GAUGE 1 SUPPLY PRESSURE GAUGE 5 2 3 MODEL CV-1 FR % 1 RISER CHECK VALVE 2 6 3 FIGURE 5 MODEL CV-1FR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET INLET OUTLET FLOW COVER FLOW o INLET VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-1FR RISER CHECK VALVES INSTALLATION TFP950 Page 6 of 6 Care and Maintenance 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 inspec- tion, 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 ASSO- CIATION such as NFPA 25, in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor 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 Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV-1FR Check Valves Specify: Size and P/N (below): 2 in. (DN50)............. P/N 59-590-1-020 2-1/2 in. (DN65).......... P/N 59-590-1-025 76,1 mm (DN65) ......... P/N 59-590-1-076 3 in. (DN80)............. P/N 59-590-1-030 4 in. (DN100) ............ P/N 59-590-1-040 139,7 mm (DN125) ....... P/N 59-590-1-139 5 in. (DN125) ............ P/N 59-590-1-050 165,1 mm (DN150) ....... P/N 59-590-1-165 6 in. (DN150) ............ P/N 59-590-1-060 8 in. (DN200)............ P/N 59-590-1-080 10 in. (DN250) ........... P/N 59-590-1-100 12 in. (DN300)........... P/N 59-590-1-120 Model CV-1FR Riser Check Valve Trim Assembly Specify: Size and P/N (below). 2 in. (DN50)............. P/N 59-591-1-020 2-1/2 in. (DN65).......... P/N 59-591-1-030 76,1 mm (DN65) ......... P/N 59-591-1-030 3 in. (DN80)............. P/N 59-591-1-030 4 in. (DN100) ............ P/N 59-591-1-080 139,7 mm (DN125) ....... P/N 59-591-1-080 5 in. (DN125) ............ P/N 59-591-1-080 165,1 mm (DN150) ....... P/N 59-591-1-080 6 in. (DN150) ............ P/N 59-591-1-080 8 in. (DN200)............ P/N 59-591-1-080 10 in. (DN250) ........... P/N 59-591-1-080 12 in. (DN300)........... P/N 59-591-1-080 1400 Pennbrook Parkway, Lansdale, PA 19446 i Telephone +1-215-362-0700 m 2020 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION a d NFPA are r,gi,t... d tratlemarka of National Fire Protection Association; Johnson 01,to Controls UNITED BRASS WORKS, INC. e. 714 S. Main St., Randleman, NC 27317 ,gp 9Qo, Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com Q,5 Model 126SUL Angle Valve Soft Disc c L us UL Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 'Max 100% Pressure Tested Threaded Ends Rising Stem • Integral Seat Swivel Disc Holder *Contains Lead. Not Intended for Use in Potable Water System* MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Hex Nut Steel 2 Hand Wheel Zinc 3 Packing Nut Brass 4 Packing Graphite Non -Asbestos 5 Bonnet (1/2" I") Bonnet (1 1/4" 2") Brass Bronze 6 Stem & Seat Assembly Brass 7 Disc Buna N 8 Body Bronze Size 1/2» g/4» 1" 1 1/495 7 1/2» ^» A 1.03 1.22 1.47 1.75 2.00 2.34 B 2.03 2.38 2.75 3.00 3.72 3.72 C (closed) 3.13 3.25 4.38 4.50 5.25 5.63 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 72 60 36 24 12 12 UNITED BRASS WORKS, INC 714 S. Main St.. Randleman, N.C. 27317 Phone: 800/334-3035 Fax: 800/498-4696 ju UKAS Registered Model 80 Ball Valve Double Female (Complies with MSS-SP110-92) 200 lbs. WSP @ 406 ° Max 400 lbs. WOG * 100% Pressure Tested Threaded Ends * Blowout Proof Stem 1/4" - 1/2" Full Flow 3/4" - 2" Large Port Diameters CRN 0007135.2 *Contains Lead. Not Intended for Use in Potable Water Systems* MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Lever Plated Steel w/ vinyl grip 2 Stem Brass 3 Jam Nut Plated Steel 4 Packing Nut Brass 5 Packing Sleeve Brass 6 Packing Graphite Non-Asb. 7 Bevel Washer Steel 8 O-Ring Buna 9 Tail Piece ('/4" - '/2") Tail Piece (3/4" - 2") Brass Bronze 10 Body Bronze 11 Ball Chrome Plated Brass 12 Nest PTFE SIZE A B C D E F SHIP WT. (tbs.) QUAN. PER CTN. 1/4" 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 3/8" 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 ''/2" 0.50 2.17 1.06 1.11 2.28 4.23 0.78 12 3/4" 0.63 2.05 1.20 1.31 2.38 4.23 0.98 12 1" 0.81 3.27 1.67 1.59 2.55 4.23 1.59 6 1 r/4" 1.00 3.48 1.72 1.77 3.19 5.47 2.47 4 1 Yz" 1.25 3.97 1.95 2.02 3.38 5.47 3.50 4 2" 1.50 4.41 2.14 2.27 3.56 5.47 5.00 2 Model 1011A TESTANDR IN'5 Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve Sizes: 3�4 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 (UUFM) 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/s" (2.8K), 7/16" (4.2K), 1/2" (5.6K), 17/32" (8.0K), 5/s" (11.2K, ELO), 3/4" (14.OK, 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% of their rating. The valves are required to CLOSE at a pressure 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 be 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 TESTANDRAIN® is a registered trademark of AGF Manufacturing Inc. Model 1011 A LISTED11 TE TAN F Model 1011A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Dimensions SIZE A B C D E F G H 3/411 79/16 11/2 23/16 35/8" 33/8" 113/16" 49�16�� 63�811 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 1 79�16 � � 11�2" 23�16 � � 35�8" 33/8" 113/16" 49�16" 63�811 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/411 715/16" 111/16" 29/16" 41/411 35/8" 115/16" 59�16" 71�2" (201 mm) 1 (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1 1/211 815/16" 113/16" 31/4" 51�16" 37�811 25�811 81/4" 107�8" (227 mm) (45 mm) (81.5 min (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 211 815/16" 113/16" 31/4" 51/16" 37/8° 25/8" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) The Model 1011A provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1 * Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) — & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (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... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location... downstream of the waterflow alarm. Chapter 8.17.4.3.1 (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... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1 ", at least one of which shall be brass. Chapter 7.1.2 - 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. Chapter 8.16.1.2.3` 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. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve 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 units only • "Available on 11/2" and 2" size units only Job Name: Architect: Engineer: Contractor: Model 1011A - Front View Model 1011A - Plan View Orifice Sizes 3/1 ", 7/ 6.. , 1/2 % 17/3211, %ll E LO., 3/a" 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 Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved �1 NYC -BSA No. 720-87-SM MADE IN U.S.A. PURGENVENTj Model 7910MAV WWW.PURGENVENT.COM Manual Air Venting Valve The PURGENVENTT" Model 7910MAV Manual Air Venting Valve is designed to exceed NFPA 13 code that requires a single air vent be provided on each wet pipe sprinkler system utilizing metallic pipe. To remove air open the valve while the system is being filled. Once the system is in operation the M7910MAV can be opened and closed in rapid succession to vent any remaining air. AGF recommends installing the M7910MAV at high points of the riser and at high points near the end of system branch lines, whenever possible. Fm Factory Mutual does not offer an approval standard for manual air venting valves. FLOAT SEALEC SEAT WITH WA F T AND PRESS O NFPA 13 (2016) 7.1.5 Air Venting A single air vent with a connection conforming to 8.16.6 shall be provided on each wet pipe system utilizing metallic pipe. 8.16.6* Air Venting The vent required by 7.1.5 shall be located near a '. high point in the system to allow air to be removed from that portion of the system by one of the following methods: • Manual valve, minimum 1/2" (15mm) size 1. Ball Float • Automatic air vent 2. Strainer Screen • Other approved means DETAIL F MAIN BALL MOVES FLOAT OFF SEAT H ° DETAIL H SS-7910 - 1/18 Model 791OMAV Dimensions [60] VENT 1 /2" N PT Model 791OMAV Installation Locations 3'/" 2 [89] CLOSED 2" _t[52] AGF recommends installing the M7910MAV Manual Air Venting Valve at high points of the riser and at high points near the end of system branch lines, whenever possible. Item ID Item Description 7910MAV 1/2" Manual Air Venting Valve AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax:610-240-4906 www.agfmanufacturing.com Job Name: Architect: Engineer:_ Contractor: A-N-VfLStar- Fire Products Division of Anvil® International SPF/RNVIL" Cast Iron - Class 125 Fittings 900 ELBOW Nominal Anvil Item Number Universal Max. Dimensions Working Approx. Size Number Pressure Wt. Each A B In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. Ng) 1 800000002 CB90033 300 1.50 1.50 0.84 25 2065 38.10 38.10 0.38 11/4 800000010 CB90044 300 1.75 1.75 1.34 32 2065 44.45 44.45 0.61 11/2 800000028 CB90055 300 1.94 1.94 1.80 40 2065 49.27 49.27 0.82 2 800000036 CB90066 300 2.25 2.25 2.90 50 2065 57.15 57.15 1.32 21/2 800000044 CB90077 300 2.70 2.70 4.75 65 1 1 1 2065 1 68.58 68.58 1 2.15 A Submittal Sheet MATERIAL SPECIFICATIONS 0� L� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20.1. for ailscg�actyour p / details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECTr• rAPPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,=\�YXINV'L REV. 03.03.06-001 go to www.anvilstar.com or contact your local AnvilStar representative �l A-N-VfLStar- Fire Products Division of Anvil® International SPF/RNVIL" Cast Iron - Class 125 Fittings BULL A. TEE Nominal Anvilltem Universal Max. Dimensions Working Approx. Size Number Number Pressure A B Wt. Each In. (mm) In. (mm) PSI (kPa) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) 1 x 1 x 1'A 800004285 CT334 300 1.67 1.67 1.58 1.52 25 x 25 x 32 2065 42.418 42.418 40.132 0.69 1 x 1 x 1Y2 800004293 CT335 300 1.8 1.8 1.65 1.73 25 x 25 x 40 2065 45.72 45.72 41.91 0.78 11/4 x 1 x 11/2 800004343 CT435 300 1.88 1.8 1.82 2.05 32 x 25 x 40 2065 47.752 45.72 46.228 0.93 11/4 x 11/4 x 11/2 800004384 CT445 300 1.88 1.88 1.82 2.21 32 x 32 x 40 2065 47.752 47.752 46.228 1.00 11/4 x 1 1/4 x 2 800004392 CT446 300 2.1 2.1 1.9 2.55 25 x 25 x 40 2065 53.34 53.34 48.26 1.16 11/2 x 11/4 x 2 800004509 CT546 300 2.16 2.1 2.02 2.80 40 x 32 x 40 1 2065 54.864 53.34 51.308 1.27 11/2 x 11/2 x 2 800004558 CT556 300 2.16 2.16 2.02 3.28 40 x 40 x 50 2065 54.864 54.864 51.308 1.41 2 x 2 x 21/2 800004699 CT667 300 2.6 2.6 2.39 5.10 50 x 50 x 60 2065 66.04 66.04 60.706 2.31 Submittal Sheet �B A� i C - MATERIAL SPECIFICATIONS �� L� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20.1. for ailscg�actyour p / details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECTr• rAPPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,=\�YXINV'L REV. 03.03.06-006 go to www.anvilstar.com or contact your local AnvilStar representative �l A-N-VfLStar- Fire Products Division of Anvil® International SPF/FWVIL Cast Iron - Class 125 Fittings REDUCING TEE Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number Pressure Wt. Each --A--F-B-T C In. (mm) PSI (kPa) (mm) (mm) (mm) Lbs. (kg) 1 x 1/2 x 1 800004244 CT313 300 1.50 1.36 1.50 1.08 25 x 15 x 25 1 2065 38.10 34.54 38.10 0.49 1 x 3/4 x 1 800004251 CT323 300 1.50 1.45 1.50 1.18 25 x 20 x 25 2065 38.10 36.83 38.10 0.54 1 x 1 x 1/2 800004269 CT331 300 1.26 1.26 1.36 0.95 25 x 25 x 15 2065 32.00 32.00 34.54 0.43 1 x 1 x 3/4 800004277 CT332 300 1.37 1.37 1.45 1.10 25 x 25 x 20 2065 34.79 34.79 36.83 0.50 1'A x 1 x 1/2 800004301 CT431 300 1.34 1.26 1.53 1.17 32 x 25 x 15 2065 34.03 32.00 38.86 0.53 1'A x 1 x 3/4 800004319 G432 300 1.45 1.37 1.62 1.38 32 x 25 x 20 2065 36.83 34.79 41.14 0.63 11/4 x 1 x 1 800004327 CT433 300 1.58 1.50 1.57 1.47 32 x 25 x 25 2065 40.13 38.10 39.87 0.67 11/4 x 1 x 11/4 800004335 CT434 300 1.75 1.67 1.75 1.80 32 x 25 x 32 1 2065 44.45 42.41 44.45 0.82 11/4 x 11/4 x 1/2 800004350 CT441 300 1.34 1.34 1.53 1.37 32 x 32 x 15 2065 34.03 34.03 38.86 0.62 11/4 x 11/4 x 3/4 800004368 CT442 300 1.45 1.45 1.62 1.54 32 x 32 x 20 2065 36.83 36.83 41.14 0.70 1'A x 11/4 x 1 800004376 CT443 300 1.58 1.58 1.67 1.65 32 x 32 x 25 2065 40.13 40.13 42.41 0.75 1 r/2 x 1 x 1/2 800004400 CT531 300 1.41 1.34 1.66 1.41 40 x 25 x 15 1 2065 35.81 34.03 42.16 0.64 1 t/2 x 1 x 3/4 800004418 G532 300 1.52 1.37 1.75 1.65 40 x 25 x 20 2065 38.60 34.79 44.45 0.75 11/2 x 1 x 1 800004426 CT533 300 1.65 1.50 1.80 1.65 40 x 25 x 25 2065 41.91 38.10 45.72 0.75 11/2 x 1 x 11/4 800004434 Q534 300 1.82 1.67 1.88 2.00 40 x 25 x 32 1 2065 46.22 1 42.41 1 47.75 0.91 11/2 x 1 x 11/2 800004442 CT535 300 1.94 1.8 1.94 2.30 40 x 25 x 40 2065 49.27 45.72 49.27 1.04 11/2 x 11/4 x 1/2 800004459 CT541 300 1.41 1.34 1.66 1.58 40 x 32 x 15 2065 35.81 34.03 42.16 0.72 11/2 x 1'A x 3/4 800004467 CT542 300 1.52 1.45 1.75 1.72 40 x 32 x 20 2065 38.60 36.83 44.45 0.78 1 r/2 x 11/4 x 1 800004475 G543 300 1.65 1.58 1.80 1.85 40 x 32 x 25 I I 1 2065 1 41.91 1 40.13 1 45.72 1 0.84 Submittal Sheet REDUCING TEE Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number Pressure A g C WL Each In. (mm) PSI (kPa) (mm) (mm) (mm) tbs. (kg) 11/2 x 11/4 x 11/4 800004483 CT544 300 1.82 1.75 1.88 2.22 40 x 32 x 32 2065 46.22 44.45 47.75 1.00 1 t/2 x 11/4 x 1 ih 800004491 CT545 300 1.94 1.88 1.94 2.45 40 x 32 x 15 2065 49.27 47.75 49.27 1.11 1 '/2 x 11/2 x r/2 800004517 CT551 300 1.41 1.41 1.66 1.76 40 x 40 x 40 2065 35.81 35.81 42.16 0.80 11/2 x 1112 x 3/4 800004525 CT552 300 1.52 1.52 1.75 1.87 40 x 40 x 20 2065 38.60 38.60 44.45 0.85 1 Y2 x 11/2 x 1 800004533 CT553 300 1.65 1.65 1.80 1.94 40 x 40 x 25 2065 41.91 41.91 45.72 0.88 1 1/2 x 11/2 x 11/4 800004541 CT554 300 1.82 1.82 1.88 2.29 40 x 40 x 32 2065 46.22 46.22 47.75 1.04 2 x 1 x 2 800004566 CT636 300 2.25 2.02 2.25 3.40 50 x 25 x 50 2065 57.15 51.30 57.15 1.54 2 x 11/4 x 2 800004574 CT646 300 2.25 2.10 2.25 2.80 50 x 32 x 50 2065 57.15 53.34 57.15 1.27 2 x 11/2 x 1/2 800004582 CT651 300 1.49 1.41 1.88 2.09 50 x 40 x 15 2065 37.84 35.81 47.75 0.95 2 x 11/2 x 3/4 800004590 CT652 300 1.60 1.52 1.97 2.40 50 x 40 x 20 2065 40.64 38.60 50.03 1.09 2 x 11/2 x 1 800004608 CT653 300 1.73 1.65 2.02 2.54 50 x 40 x 25 2065 43.94 41.91 51.30 1.15 2 x 11/2 x 11/4 800004616 CT654 300 1.90 1.82 2.10 2.85 50 x 40 x 32 2065 48.26 46.22 53.34 1.30 2 x 11/2 x 11/2 800004624 CT655 300 1.49 1.41 1.88 2.24 50 x 40 x 40 2065 37.84 35.81 47.75 1.02 2 x 1112 x2 800004632 CT656 300 2.25 2.16 2.25 3.75 50 x 40 x 50 2065 57.15 54.86 57.15 1.70 2 x 2 x 1/2 800004640 CT661 300 1.49 1.49 1.88 2.60 50 x 50 x 15 2065 37.84 37.84 47.75 1.18 2 x 2 x 3/4 800004657 CT662 300 1.60 1.60 1.97 2.71 50 x 50 x 20 2065 40.64 40.64 50.03 1.23 2 x 2 xl 800004665 CT663 300 1.73 1.73 2.02 2.97 50 x 50 x 15 2065 43.94 43.94 51.30 1.35 2 x 2 x11/4 800004673 CT664 300 1.90 1.90 2.10 3.32 50 x 50 x 32 2065 48.26 48.26 53.34 1.51 2 x 2 x11/2 800004681 CT665 300 2.02 2.02 2.16 3.72 50 x 50 x 40 2065 51.30 51.302 1.69 MATERIAL SPECIFICATIONS @ �� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED For val Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20. 1. details scontapprour p �details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-005 go to www.anvilstar.com or contact your local AnvilStar representative �l A-N-VfLStar- Fire Products Division of Anvil® International SPF/ANVIL Cast Iron - Class 125 Fittings STRAIGHT Nominal Anvil Item Number Max. Dimensions Universal Working Approx. Size Number Pressure A B Wt.t.Each In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. (kg) 1 800003204 CT333 300 1.50 1.50 1.21 25 2065 38.10 38.10 0.55 11/4 800003212 CT444 300 1.75 1.75 1.87 32 2065 44.45 44.45 0.85 11/2 800003220 CT555 300 1.94 1.94 2.51 40 2065 49.27 49.27 1.14 2 800003238 CT666 300 2.25 2.25 3.96 50 2065 57.15 57.15 1.80 21h 800003246 CT777 300 2.70 2.70 6.45 65 2065 1 68.58 1 68.58 1 2.93 Submittal Sheet A �A I � I B MATERIAL SPECIFICATIONS I @ �� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED For val Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20. 1. details scontapprour p �details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-004 go to www.anvilstar.com or contact your local AnvilStar representative �l 4I110=1 I•IZ:1n1 SPF/RNVIL° -F O.D. C to Nominal Max. Center O.D. Working Approx. Size to End Pressure Wt. Ea. In./DN(mm) In./mm PSI/bar In./mm Lbs./Kg 1 1.315 300 2'/4 0.6 25 33.4 20.7 57 0.3 1'/4 1.660 300 23/4 0.8 32 42.2 20.7 70 0.4 1'/2 1.900 300 21/4 1.1 40 48.3 20.7 70 0.5 2 2.375 300 3'/4 1.5 50 60.3 20.7 83 0.7 21/2 2.875 300 31/4 2.5 65 73.0 20.7 95 1.7 3 3.500 300 4'/4 4.2 80 88.9 20.7 108 1.9 4 4.500 300 5 6.7 100 114.3 20.7 127 3.0 5 5.563 300 5'h 11.9 125 141.3 20.7 140 5.4 6 6.625 300 6'/2 17.3 150 168.3 20.7 765 7.9 8 8.625 300 73/4 32.2 200 219.1 20.7 197 74.6 10 10.750 300 9 54.1 250 273.7 20.7 229 24.5 12 12.750 300 10 70.0 300 1 323.9 1 20.7 1 254 1 37.8 C &us <Fm> Vds OC LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilintl.com or contact LPS 1219: Issue 3.1 an Anvil* Sales Representative. Cert/LPCB ref. 519a/12 CAST FITTINGS: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 FINISH: ❑ Rust inhibiting paint Color: ORANGE (standard) or ❑Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) El Other available options: Example: RAL3000 or RAL9000 Series PROJECT Project: ❑ Approved Address: ❑Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-8.17 Straight Tee j&WIL SPF/ANVIL° C1 T-1 STRAIGHT TEE Nominal 0 D. Center Approx. Size to End Wt. Ea. In./DN(mm) In./mm In./mm Lbs./Kg 1 1.315 21/4 0.9 25 33.4 51 0.4 1'/4 1.660 21/4 1.4 32 42.2 69 0.7 1'/2 1.900 21/4 1.5 40 48.3 69 0.7 2 2.375 3'/4 2.4 50 60.3 83 1.1 2'/2 2.875 31/4 3.6 65 73.0 95 1.6 3 3.500 4'/4 6.3 80 88.9 108 2.9 4 4.500 5 9.6 100 114.3 117 5 5.563 5'/2 17.8 125 147.3 140 8.1 6 6.625 6'/2 25.3 150 168.3 165 11.5 8 8.625 71/4 42.1 200 219.1 197 19.1 10 10.750 9 69.0 250 273.1 229 37.3 12 12.750 10 91.0 323.9 12. C UL LIS Pnn Vds / LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilinti.com or contact LIPS 1219: Issue 3.1 an Anvil® Sales Representative. Cert/LPCB ref. 519a/14 CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: Rust inhibiting paint Color: ORANGE (standard) or ❑ Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) ❑ Other available options: Example: RAL3000 or RAL9000 Series PROJECT Project: ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-8.17 Cap j&WIL SPF/RNVIL° -H-- E to E GROOVEO CAP Nominal 0 0 End Approx. Size to End Wt. Ea. In./DN(mm) In./mm In./mm Lbs./Kg 1 1.315 1'A 0.3 25 33.4 25 0.1 1'/a 1.660 1 0.4 32 42.2 25 0.2 1'/2 1.900 1 0.5 40 48.3 25 0.2 2 2.375 1 0.7 50 60.3 25 0.3 21/2 2.875 1 1.0 65 73.0 25 0.4 3 3.500 1 1.5 80 88.9 25 0.7 4 4.500 1i/6 2.7 100 1 114.3 27 1.2 5 5.563 1'/6 4.4 115 147.3 27 2.0 6 6.625 1'/16 6.6 750 768.3 27 3.0 8 8.625 P/,6 11.3 200 219.1 30 5.1 10* 10.750 1'/a 21.0 250 273.1 32 9.5 12* 12.750 1'/a 35.5 300 1 323.9 1 32 1 16.1 'Supplied as Style K-1 only. C @uS <a> Es LISTED APPROVED For Listings/Approval Details and Limitations, visit our webate at www.anvilintl.com or contact an Anvil® Sales Representative. CAST FITTINGS: Ductile Iron conforming to ASTM-A536 COATINGS: i Rust inhibiting paint Color: ORANGE (standard) or D Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) iOther available options: Example: RAL3000 or RAL9000 Series PROJECT Project: ' ! Approved Address: _! Approved as noted Contractor: _! Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-8.17 AN_V__,hLStarT FICA. 7000 * Lightweight Flexible Coupling A&NV L Fire Products Division of Anvil International The Gruvlok° Figure 7000 Lightweight Coupling is designed for applications where system flexibility is desired. The Figure 7000 Lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed and FM approved pressure ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Representative. The Figure 7000 Lightweight Coupling with a Pre -Lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an AnvilStar Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeT' required for dry pipe systems and freezer applications. FM C UL US APPROVED For Listing/Approval Details and Limitations, visit our—lasite at—anvilstar.com or contact an Anvil®/AnvilStar- Sales Representative. Z -Available galvanized. ' When ordering, refer to product as FP7400. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre -Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 1501 (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. Grade "E" EPDM (Green color code) -40OF to 230OF (Service Temperature Range)(-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil -free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. GASKET TYPE: Standard C Style Flush Gap (1'/4"-8") PROJECTO•APPRO"L Project: STAMP ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 A�i`LStar'- FIG. 7000 * Lightweight Flexible Coupling ANVIL Fire Products Division of Anvil International FIGURE .., LIGHTWEIGHT COUPLING Max. Range of Deflection From � Coupling Dimensions Coupling Bolts Specified Torque § Nominal Pipe Working M nd Pipe End O.D. Pressure Load Separation Per Coupling Pipe X Y Z Qty. Size Min. Max. Wt. In./DN(mm) In./mm PSI/bar Lbs./kN In./mm Degrees Irl In./mm In./mm In./mm In./mm Ft: Lbs./N-m Lbs./K 1'/4 1.660 600 1,299 0-'/8 4°19' 0.90 23/4 4% 13/4 2 %x2'/4 30 45 1.4 32 1 42.2 41.4 1 5.78 0-3.2 75.3 70 111 44 MI x 57 40 60 0.6 1'/2 1.900 600 1,701 0-'/s 3° 46' 0.79 3 45/8 1'/4 2 %x 2'/4 30 45 1.5 40 48.3 41.4 7.57 0-3.2 65.7 76 1 117 44 MI x 57 40 60 0.7 2 2.375 600 2,658 0-'/s 3°1' 0.63 3'/2 5'/2 1% 2 %x2'/4 30 45 1.7 50 60.3 41.4 11.82 0-3.2 52.6 89 140 44 M10 x 57 40 60 0.8 2'/2 2.875 600 3,895 0-'/8 2° 29' 0.52 4 5'/4 1'/4 2 % x 2'/4 30 45 1.9 65 73.0 41.4 17.33 0.3.2 43.3 102 146 44 M10 x 57 40 60 0.9 3 O.D. 2.996 600 4,230 0-'/8 2° 23' 0.50 4 6'/8 13/4 2 3/8 x 2'/4 80 100 2.3 76.1 76.1 41.4 18.82 0-3.2 41.6 102 156 44 M10 x 57 110 150 1.0 3 3.500 600 5,773 0-'/8 2° 3' 0.43 43/8 6% 1 % 2 /2 x 23/4 80 100 2.9 80 88.9 41.4 25.68 0-3.2 35.8 117 171 44 MI 2 x 70 110 150 1.3 4'/4 O.D. 4.250 600 8,512 0-'/4 3° 22' 0.70 Y/2 73/4 2 2 /2 x 3 80 100 4.0 108.0 108.0 41.4 37.86 0-6.4 58.7 140 197 51 M12 x 76 110 150 1.8 4 4.500 600 9,543 0-'/4 3° 11' 0.67 5'/8 8'/8 2 2 /2 x 3 80 100 4.6 100 114.3 41.4 42.45 0-6.4 55.5 149 206 51 M12 x 76 110 150 2.1 5'/4 O.D. 5.236 500 10,766 0-'/4 2° 44' 0.57 6'/2 9'/8 2 2 1/8 x 3'/2 100 130 5.7 133.0 133.0 34.5 47.89 0.6.4 47.7 165 232 51 Ml 6 x 85 135 175 2.6 5'/2 O.D. 5.500 500 11,879 0-'/4 2° 36' 0.54 6% 9% 2 2 8/8 x 3'/2 100 130 6 139.7 139.7 34.5 52.84 0-6.4 45.4 171 238 51 Ml 6 x 85 135 175 2.7 5 5.563 500 12,153 0-1/4 2° 35' 0.54 7 9s/8 2 2 s/8 x 3'/2 100 130 6.1 125 141.3 34.5 54.06 0-6.4 45.1 178 244 51 MI b x 85 135 175 2.8 6'/4 O.D. 6.259 500 15,384 0-'/4 2° 17' 0.48 Ph 103/e 2 2 '/8 x 3'/2 100 130 6.7 159.0 159.0 34.5 68.43 0-6.4 39.8 191 264 51 Ml 6 x 85 135 175 3.0 6'/z O.D. 6.500 500 16,592 0-'/4 2° 12' 0.46 7% 103/4 2 2 1/8 x 3'/2 100 130 7.0 165.1 165.1 34.5 73.80 0-6.4 34.8 197 273 51 M16 x 85 135 175 3.2 6 6.625 500 17,236 0-'/4 2° 10' 0.45 8 11 2 2 s/8 x 3'/2 100 130 8.1 150 168.3 34.5 76.67 0-6.4 37.8 203 279 51 M16 x 85 135 175 3.7 8 8.625 500 29,213 0-'/4 1 ° 40' 0.35 10 13'/4 2% 2 3/4 x 4'/2 130 180 14.2 200 1 219.1 1 34.5 1 129.95 1 0-6.4 1 1 29.1 1 264 1 337 1 60 1 1 M20 x 110 1 175 1 245 Not for use in copper system. § - For additional Bolt Torque information see Technical Data Section. Other sizes available, see Gruvlok Catalog or contact an AnvilStar Representative. A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok° Xtreme- Lubricant is required. 5/09 ,&N_V__tLStar'" FIG. 7070 Reducing Coupling Fire Products Division of Anvil International *VIL- AN The Gruvlok° Figure 7010 Reducing Coupling makes it possible to directly connect two different pipe sizes, elimi- nating the need for two couplings and a reducing fitting. The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe from telescoping into the larger during assembly. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed and FM approved pressure ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Representative. Figure 7010 Coupling complete with Grade "E" EPDM Gasket. Reducing Coupling Housing f� Gasket Gasket Center Ribs• HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Malleable Iron conforming to ASTM A-47, Grade 32510 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an AnvilStar Representative. Z -Available galvanized. G\'dL/US APPROVED For Listing/Approval Details and Limitations, visit our website at www.anvilstar.com or contact an Anvil®/AnvilStar- Sales Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeTm required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range)(-40°C to 1 10°C) Recommended for water service, diluted acids, alkalies solutions, oil -free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. PROJECT INFORMATION Project: APPROVAL STAMP ❑ Approved Address: ❑ Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: 5/09 AWALStar" FIG. 7010 Reducing Coupling Fire Products Division of Anvil International Z ANVIL I FIGURE 7010 REDUCIPJG COUPLIPJG Max. Range of Deflection From � Coupling Dimensions Coupling Bolts Specified Torque § Nominal Larger Smaller Working Max. End pipe End Approx. Size O.D. O.D. pressure Load Separation Per Coupling Pipe X Y Z Qty. Size Min. Max. Wt.Ea. In./DN(mm) In./mm In./mm PSI/bar Lbs./kN In./mm Degrees mm/m In./mm In./mm In./mm In./mm Ft.-Lbs./N-m Lbs./Kg 2 x 1'/2 2.375 1.900 500 2,215 0-'/8 1 ° 53' 0.39 31/8 57/8 1 % 2 /2 x 2'/4 80 100 2.0 50 x 40 60.3 48.3 34.5 9.85 0-3.2 1 32.9 92 149 48 M12 x 70 110 150 0.9 2'/2 x 2 2.875 2.375 500 3,246 0-'/8 1 ° 33' 0.32 4'/4 6% 1'/8 2 /z x 2'/4 80 100 3.5 65 x 50 73.0 60.3 34.5 14.44 0-3.2 27.0 108 162 48 M12 x 70 110 150 1.6 3 x 2 3.500 2.375 500 4,811 0-'/8 1 ° 17' 0.27 4% 7'/8 1'/8 2 /z x 2'/4 80 100 4.4 80 x 50 88.9 60.3 34.5 21.40 0-3.2 22.4 124 181 48 M12 x 70 110 150 2.0 3 x 21/2 3.500 2.875 500 4,811 0-'/8 1 ° 17' 0.27 4% 7'/8 17/8 2 /z x 2'/4 80 100 4.1 80 x 65 88.9 73.0 34.5 21.40 0-3.2 22.4 124 181 48 M12 x 70 110 150 1.9 4 x 2 4.500 2.375 500 7,952 0.3/l6 2° 38' 0.55 6'/4 87/8 2 2 1/8 x 3'/2 100 130 8.9 100 x 50 114.3 60.3 34.5 35.37 0-4.8 45.9 159 225 51 M16 x 85 135 175 4.0 4 x 2'/2 4.500 2.875 500 7,952 0-8/l6 2° 38' 0.55 6'/4 87/8 2 2 6/8 x 3'/2 100 130 7.9 100 x 65 114.3 73.0 34.5 35.37 0-4.8 45.9 159 225 51 M16 x 85 135 175 3.6 4 x 3 4.500 3.500 500 7,952 0-1/16 2° 38' 0.55 6'/4 87/8 2 2 5/8 x 3'/2 100 130 6.7 100 x 80 114.3 88.9 34.5 35.37 0-4.8 45.9 159 225 51 M16 x 85 135 175 3.0 5 x 4 5.563 4.500 500 12,153 0-'/4 2° 5' 0.44 7'/4 101/8 2'/8 2 1/4 x 4'/2 130 180 11.4 125 x 100 141.3 114.3 34.5 54.06 0-6.4 36.4 184 270 54 M20 x 110 175 245 5.2 6 x 4 6.625 4.500 500 17,236 0-'/4 1 ° 44' 0.36 8'/4 118/8 2'/e 2 1/4 x 41/2 130 180 13.4 150 x 100 168.3 114.3 34.5 76.67 0-6.4 30.2 210 295 54 M20 x 110 175 245 6.1 6 x 5 6.625 5.562 500 17,236 0-'/4 1 ° 44' 0.36 8'/2 111/8 2'/a 2 % x 4'/2 130 180 13.5 150 x 125 168.3 141.3 34.5 76.67 0-6.4 30.2 216 295 54 M20 x 110 175 245 6.1 8 x 6 8.625 6.625 500 29,213 0-'/4 1 ° 15' 0.26 10'/2 14 2'/4 2 % x 4'/2 130 180 17.7 200 x 150 1 219.1 1 168.3 1 34.5 1 129.95 1 0-6.4 1 1 21.8 1 261 1 356 1 51 1 1 M20 x 110 1 175 1 245 1 8.0 Not for use in copper system. See technical data section for coupling data chart notes. § - For additional Bolt Torque information see Technical Data Section. Other sizes available, see Gruvlok Catalog or contact an AnvilStar Representative. A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlokc XtremeTm Lubricant is required. 5/09 Z MIVIL �uv/ IV3L Data Sheet 38 Aft Figure 740o Rigidiftel Coupling for Fire Protection Systems Description The Figure 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked -in pipe 5i- rot[ The Figure 7400 Rigidlite Coupling with a DRI-SEAL° "C" style Grade "E" type "A" gasket, identified by purple nuts, is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". ''R^*^rial Specifications Housing: Ductile Iron conforming to ASTM-A536, Grade 65-45-12 Coatings: Rust inhibiting lead-free paint — Color: Orange (standard) Hot Dipped Zinc Galvanized (optional) For other coating requirements contact your Gruvlolc Representative. ANSI Bolts and Heavy Hex Nuts: Heat treated, oval -neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 11o,000 psi and heavy hex nuts of carbon steel con forming to ASTM A563. Bolts and nuts are provided zinc electroplated as standard. Stainless Steel Bolts and Nuts are also available. Contact your Gruvlok Representative for details. Gasket: (Specify when ordering) Properties as designated by ASTM D-2000. DRI-SEAL° "C" Style Grade E, Type A Gasket (Violet colorcode) Service Temperature Range: -4o°F to +15o0F Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems, Gruvlolc XtremeTm Lubricant is required. Grade E EPDM (Green color code) NSF 61 Certified Service Temperature Range: -4o°F to +23o°F Recommended for water service, dilute acids, alkaline solutions, oil free air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. Grade T Nitrile (Orange color code) Service Temperature Range: -2o°F to +18oOF Recommended for petroleum applications, air with oil vapors, vegetable, and mineral oils. NOT FOR USE WITH HOT WATER OR HOT AIR. mY v, !JJJ YV J,JJ r 1„9JJJ CM7TIMR Fig. 7400 Rigidtitel Cou Y FIGURE 7400 RIGIDLITE COUPLING Nominal Pipe Max. Wk. Range of Coupling Dimensions Coupling Bolts Specified Torque § Approx. X Y Z Qty. Size Min. Max. Size OD Pressure Max.End Load Pipe End Separation Wt. Ea. In./DN(mm) In./mm PSI/bar Lbs.IkN In./mm In./mm In./mm In./mm In./mm Ft.-Lbs./N-M Lbs./Kg 1 1.315 300 407 0 '/a 21/4 4'/p 1'A 2 % x 2'/4 30 45 1.2 25 1.81 0 - 3.2 57 M10 x 57 40 60 0.5 1'/4 1.660 300 649 0 '/3 2% 4 /4 13/4 2 % x 2'/4 30 45 1.3 32 2.89 0 - 3.2 67 121 44 M10 x 57 40 60 0.6 1'/2 1.900 300 851 0 '/a 27/8 4'/s 13/4 2 % x 2'/4 30 45 1.4 40 48.3 20.7 3.78 0 - 3.2 73 124 44 M10 x 57 40 60 0.6 2 2.375 300 1,329 0 '/3 3'/4 5'/2 13/4 2 %x2'/4 30 45 1.6 50 60,3) 20.7 5.91 0 - 3.2 83 140 44 M10 x 57 40 60 0.7 2'/2 2.875 300 1,948 0 '/a 37/8 6 13/4 2 %x2'/4 30 45 1.9 65 20.7 8.66 0 - 3.2 98 152 44 M10 x 57 40 60 0.9 3 OD 2.996 300 2,115 0 '/3 4 5'/8 13/4 2 % x 2'/4 30 45 1.9 65 76.1 20.7 9.41 0 - 3.2 102 149 44 M10 x 57 40 60 0.9 3 3.500 300 2,886 0 '/8 4'/2 63/4 13/4 2 %x23/4 30 45 2.1 80 88.9 20.7 12.84 0 - 3.2 114 171 44 M10 x 70 40 60 1.0 4 4.500 300 4,771 0 '/4 5% 73/4 1'/8 2 %x23/4 30 45 3.1 100 114.3 20.7 21.22 0 - 6.4 143 197 48 M10 x 70 40 1 1.4 5 5.563 300 7,292 0 1/4 67/8 91/4 2 2 /2 x 3 80 100 4.6 125 141.3 20.7 32.44 0 - 6.4 175 235 51 M12 x 76 110 150 2.1 51/2 OD 5.500 300 7,127 0 '/4 6% 9'/4 2 2 '/2 x 3 80 100 4.5 125 139.7 20.7 31.70 0 - 6.4 171 235 51 M12 x 76 110 150 2.0 6 6.625 300 10,341 0 1/4 77/8 10% 2 2 /2 x 3 80 100 5.5 150 168.3 20.7 46.00 0 - 6.4 200 264 51 M12 x 76 110 150 2.5 61/2 OD 6.500 300 9,955 0 '/4 7% 10% 2 2 /2 x 3 80 100 5.5 150 165.1 20.7 44.28 0 - 6.4 197 264 51 M12 x 76 110 150 2.5 8 8.625 300 17,528 0 '/8 101/4 123/4 2% 2 '/2 x 3 80 100 8.4 200 219.1 20.7 77.97 0 - 3.2 260 324 60 M12 x 76 110 150 3.8 Note: Figure 7400 with Grade E EPDM required for use in copper systems. § - For additional Specified Bolt Torque information refer to the Specified Bolt Torque Section. For Data Chart Notes refer to the Gruvlok Catalog. piing for Fire Protection Systems Installation & Assembly Instructions These instructions are based on pipe grooved in accordance with Gruvlok' grooving specifications. Check pipe ends for proper groove dimensions and to assure that the pipe ends are free of indentations, projections, or other imperfections which would prevent proper sealing. Gruvlok DRI-SEAL® gaskets do not require lubrication except when used in dry pipe systems or freezer applications. Gruvlok Xtreme" Lubricant is recommended for dry pipe systems or freezer a. Check and lubricate gasket if not using DRI-SEAL® brand. Check the gasket to assure that it is com- patible with the intended service. If using a DRI-SEAL® gasket without lubrication, proceed to step 2. Otherwise, apply a thin coating of a Gruvlok lubricant to the out- side and sealing lips of the gasket. Do not over -lubricate. When using Gruvlok Xtreme" Lubricant, apply a thin layer of the lubricant to the interior surface of the gasket also. y. Housings Remove one nut and bolt and loosen the other nut. Place one housing over the gasket, making sure the housing keys fit into the pipe grooves. Swing the other housing over the gasket and into the grooves on both pipes, making sure the tongue and recess of each housing is properly mated. Re-insert the bolt and run-up both nuts finger tight. Specified Bolt Torque applications. All Gruvlok lubricants may be used on Gruvlok DRI- SEAL® gaskets without adversely affecting the performance of the gaskets. CAUTION: Do NOT use Gruvlok DRI-SEAL® gaskets in grooved copper tube systems. If you are NOT installing a DRI-SEAL® gasket, then lubrication is always required. When using lubrication, always use a Gruvlok lubricant. Refer to the Gruvlok Data Sheet 3, "Gruvlok Lubricants," for guidance on selecting the proper lubricant for the application. 2.Gasket installation 3. Alignment Slip the gasket over the pipe end, making After aligning the two pipe ends together, pull sure the gasket lip does not overhang the the gasket into position, centering it between pipe end. the grooves on each pipe. Gasket should not extend into the groove on either pipe. 5. Tighten nuts Securely tighten nuts alternately and equally to the specified bolt torque, keeping the gaps at the bolt pads evenly spaced. CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. Specified bolt torque is for the oval neck track bolts used on Gruvlok° couplings and flanges. The nuts must be tightened alter- nately and evenly until fully tightened. Caution: Use of an impact wrench is not recommended because the torque output can vary significantly due to many variables including air pressure supply, battery strength and operational variations. 6. Assembly is completed Visually inspect the pipe joint to assure the coupling keys are fully engaged in the pipe grooves. The bolt pads are to have equal gaps on each side of the coupling. ANSI SPECIFIED BOLT TORQUE Bolt Wrench Specified Size Size Bolt Torque In. In. Ft.-Lbs % "/e 30-45 '/2 '/3 80-100 METRIC SPECIFIED BOLT TORQUE Bolt Wrench Specified Size Size Bolt Torque* mm mm N-M M10 16 40-60 M12 22 110-150 Caution: Proper torquing of coupling bolts is required to obtain * Non -lubricated bolt torques * Non -lubricated bolt torques specified performance. Over torquing the bolts may result in damage to the bolt and/or casting which could result in pipe joint separation. Under torquing the bolts may result in lower pressure retention capabilities, lower bend load capabilities, joint leakage and pipe joint separation. Pipe joint separation may result in significant property damage and serious injury. 00 M H W W U) i r i INP Zczmyma ANVIL INTERNATIONAL, INC. ANVIL MANUFACTURED PRODUCTS Columbia, PA Foundry 1411 Lancaster Avenue Columbia, PA 17512 Tel: 717-684-4400 • Fax: 717-684-6868 Paul Suor — Plant Manager Henderson, TN Plant 2870 Old Jackson Road Henderson, TN 38340 Tel: 731-989-3551 • Fax: 731-989-4144 Rich Brooks — Plant Manager Canvil 390 Second Avenue Simcoe, ON Canada N3Y 4K9 Tel: 519-426-4551 • Fax: 519-426-5509 Brent Widdifield — Plant Manager Longview, TX Plant 305 Simms Longview, TX 75604 Tel: 903-759-4417 • Fax: 903-759-1782 Van O'Keefe — Plant Manager J.B. Smith 6618 Navigation Houston, TX 77011 Tel: 713-928-5711 • Fax: 713-928-6733 Ray Mullenix — Plant Manager North Kingstown, RI Plant 160 Frenchtown Road North Kingstown, RI 02852 Tel: 401-886-3001 • Fax: 401-886-3010 Robert Taylor — General Manager ENGINEERED PIPE SUPPORTS • Structural Fabrication • Field Services • Non-destructive Testing Contact: North Kingstown, RI Plant 401-886-3001 For Sales and Service Information Contact the Regional Service Center Nearest You or Visit Our Website at www.anvilinti.com Fig. 7400 Rigidlite® Coupling for Fire Protection Systems NORTH EAST REGION Regional Service Center. Servicing Connecticut, Delaware, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, East Pennsylvania, Rhode Island, Vermont, Virginia 2530 Pearl Buck Road Bristol, PA 19007 Tel: 215-788-4056 • Fax: 215-788-4475 Toll Free: 1-800-451-2935 Dean Taylor — Regional Vice President MIDWEST REGION Regional Service Center., Servicing Illinois, Indiana, Iowa, Kansas, Kentucky, Michigan, Minnesota, Missouri, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, IL 60466 Tel: 708-534-1414 • Fax: 708-534-5441 Toll Free:1-800-301-2701 Dean Taylor — Regional Vice President Satellite Offices 1201 W. 96th Street Bloomington, MN 55431 Tel: 952-884-7131 • Fax: 952-887-1501 Toll Free: 1-800-733-7131 9530 Le Saint Drive Fairfield, OH 45014 Tel: 513-682-2330 • Fax: 513-870-0109 Toll Free:1-800-837-2424 8615 East 33rd Street Indianapolis, IN 46226 Tel: 317-895-2424 • Fax: 317-895-2430 Toll Free: 1-800-837-1515 1930 Warren Street N. Kansas City, MO 64116 Tel: 816-474-0500 • Fax: 816-221-7150 Toll Free: 1-800-877-7007 24600 Northline Road Taylor, MI 48180 Tel: 734-947-3083 • Fax: 734-947-4682 Toll Free: 1-800-279-1601 WESTERN REGION Regional Service Center., Servicing Alaska, Arizona, California, Hawaii, Idaho, Montana, Nevada, Oregon, Utah, Washington 1385 Greg Street Sparks, NV 89431 Tel: 775-331-7029 • Fax: 775-331-5075 Toll Free: 1-800-572-0051 Bob Arison — Regional Vice President Satellite Offices P.O. Box 10206 Portland, OR 97210 Tel: 503-223-7101 • Fax: 503-223-7130 14103 Borate St. Sante Fe Springs, CA 90670 Tel: 562-802-7459 • Fax: 562-802-7519 Corporate Offices 110 Corporate Drive, Suite 10 • P.O. Box 3180 Portsmouth, NH 03802-3180 Tel: 603-422-8000 • Fax: 603-422-8033 E-mail address — Webmaster@anvilintl.com www.anvilinti.com SOUTH WEST AND SOUTH EAST REGION Regional Service Center. Servicing Alabama, Arkansas, Colorado, Florida, Georgia, Louisiana, Mississippi, New Mexico, North and South Carolina, Oklahoma, Tennessee, Texas, Wyoming 1313 Avenue R Grand Prairie, TX 75050 Tel: 972-343-9206 • Fax: 972-641-8946 Toll Free: 1-800-457-4414 Bob Arison — Regional Vice President Satellite Offices 6999 Old Clinton Rd Houston, TX 77020 Tel: 713-675-6371 • Fax: 713-678-7858 2600 W. 42nd Street Odessa, TX 79764 Tel: 915-366-2803 • Fax: 915-366-0890 4200 Holly Street Denver, CO 80216 Tel: 303-394-2178 • Fax: 303-321-3050 1202 Tech Blvd., Suite 103 Tampa, FL 33619 Tel: 800-429-0703 • Fax: 813-663-0811 CANADA — MUELLER-FLOW CONTROL Kevin Fullan Vice President Tel: 905-664-1459 ext 272 Doug Crawford National Marketing Manager Tel: 905-664-1459 ext 248 Alberta Calgary - Tel: 403-246-0033 • Fax: 403-246-0051 Edmonton - Tel: 780-452-9841 • Fax: 780-452-9873 British Columbia Delta - Tel: 604-940-1449 • Fax: 604-940-9878 Nanaimo - Tel: 250-758-1551 • Fax: 250-758-1160 Prince George - Tel: 250-561-1219 • Fax: 250-561-7358 Vancouver City - Tel: 604-875-6990 • Fax: 604-875-6962 Manitoba Winnipeg - Tel: 204-774-3461 • Fax: 204-786-5044 Ontario Stoney Creek - Tel: 905-664-9230 • Fax: 906-664-9556 Toronto - Tel: 416-251-4171 • Fax: 416-251-7087 Sarnia - Tel: 519-336-7690 • Fax: 519-336-1621 Sudbury - Tel: 705-671-9600 • Fax: 705-671-8082 Quebec Montreal -Tel: 514-342-2100 • Fax: 514-342-2177 Ste -Foy - Tel: 418-650-5766 • Fax: 418-266-0252 Saskatchewan Regina - Tel: 306-543-5536 • Fax: 306-545-0390 Saskatoon - Tel: 306-242-6788 • Fax: 306-242-5089 #084 / Printed in USA / RPI / 10.03 / 5M / ©2003 SAMMYS FOR WOOD -Vertical Application Not less than 2" Wood Flooring nominal width (1-1/2") Wood Not less than 3" Joist nominal thickness (2-1/2" depth or side of vertical i member) Double Sheetrock Ceiling 'For vertical use: Install in center of lower face Minimum 2" embedment into base material for NFPA 13 compliance Composite/Truss: Consult truss manufacturer for recommended installation point. — — - *Pre -drilling may be required for GST25-380. Tool available on page 17 PRODUCT FEATURES • No pre -drilling required • Quick to install using the Sammy Nut Driver with an 18V cordless drill • Saves time from traditional methods • Reduces installation costs • Assembled in the U.S.A. View our installation videos: www.sammysanchors.com/install MOUNTVERTICAL Rod Screw Ultimate Pullout ULTest FM Test Approvals Size Part Number Model Description (Ibs) Load (Ibs) Case Qty Nut Driver 1/4" 8002957 GST 100 1/4x 1" 210 (7/16" OSB) 25 125 #14 Black 760 (3/4" Ply) Part # 8113910 1/4" 8003957 GST200 1/4x2" 1760(Fir) 25 125 #14 Black Part # 8113910 � 3/8" 8007957 GST10 210 (7/16"OSB) 1/4x1" 300 25 125 #14 Black • 760(3/4"Ply) part#8113910 ��• gym, 3/8" 8008957 GST20 1/4x2" 1760(Fir) 850 1475 25 125 #14 Black Part # 8113910 oE•s 3/8" 8068925 GST20-SS* 1/4x2" 1760(Fir) 850 25 125 Black part# 8113910 � 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 #14 Black • Part # 8113910 �• Fm 3/8" 8010957 GST30 1/4x3" 2060(Fir) 1500 1475 25 125 #14 Black Part # 8113910 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 #14 SW Red Part # 8114910 1/2" 8015925 GST3 1/4x3" 2275(Fir) 25 125 #14SWRed Part # 8114910 * GST•20•SS is Stainless Steel SAMMYS NUT DRIVERS SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-offfeature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is #14 Black Nut Driver #14 SW Red Nut Driver #14 SH Orange Nut Driver then complete. Warranty requires the use ofthe appropriate nut driverfor installations. Part #8113910 Part #8114910 Part #8273910 lw �� RoHS 4 For the most up to date information, visit www.itwbuildex.com SIDEWINDER° FOR WOOD - Horizontal Application Not less than 2" nominal width (1-1/2") up to 3-1/2" pipe; not less than 3" nominal width (2-1/2") 4" & 5" pipe Floor Joist Minimum 2-1/2"from bottom for branch lines. Minimum 3"from bottom for main lines. Exception: This requirement shall not apply to 2" or thicker nailing strips resting on top of steel beams. Composite/Truss Consult truss manufacturer for recommended installation point *Pre -drilling may be required for _ SWG 25-380. Tool available on page I I PRODUCT FEATURES • No pre -drilling required • Quick to install using the Sammy Nut Driver with an 18V cordless drill • Saves time from traditional methods • Reduces installation costs • Assembled in the U.S.A. View our installation videos: www.sammysanchors.com/install HORIZONTAL MOUNT Screw Ultimate ULTest Load Approvals Rod Size Part Number Model Description Shear (Ibs) (Ibs) Box Qty 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 Red part # 8W 8114910 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 Red part # 8W 8114910 3/8" 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 #14 SW Red Part # 8114910 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 1500 25 125 #14 SW Red Part # 8114910 SAMMYS SWIVEL HEADT`" FOR WOOD - Swivel Application A SH-GST/CST 20 Hanger Rod Band Hanger Wood Joist or Rafter PRODUCT FEATURES • Eliminates distortion of threaded rod • Accomodates up to 31/2" x 12 pitch roof • Saves time from traditional methods • Reduces installation costs • Assembled in the U.S.A. View our installation videos: www.sammysanchors.com/install Rod Part Screw Ultimate Pullout UL Test Load FM Test Load Max. Box Case _Approvals Size Number Model Description (Ibs) (Ibs) (Ibs) Deflection Qty Qty Nut Driver 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 17° 25 125 #14 Black Part#8113910 1903 Dim. Lumber nge 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45° off vertical 0 @ 89° 25 125 # art 827 910 Dim. Lumber 850 @ 45° Part 8273910 *May require pre -drilling; consuxjoist manufacturer / **Will not swivel until installed with black nut driver To find a distributor near you, call 800-848-5611 5 Threaded Accessories B3205 - Threaded rod (right-hand threads - both ends) B3205L - Threaded rod )right & left hand threads) Size Range: 1/8"-16 thru 7/8"-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By. Figure number, rod size, length and finish A Thread Size i Standard Design Load Thread Size Thread Length TL 65ff°F (34TV 750°F (399°C) Part No. A in. (mm) Lhs. (kN) Lbs. (kW B3205-s/e x 'L' to"-16 272" (63.5) 730 (3.25) 572 (2.50 B3205 1/2 x 'L' 72"-13 21 (63.5) 1350 (6.001 1057 (4.70) B3205-1/e x V 'Al-11 211:" (63.5) 2160 (9.611 1692 (7.52) 03205-3/4 x 'L' '4'-10 3" (76.2) 3230 114.37) 2530 (11.25) BVI15-1/1 x 'U r/B -9 T12" (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog ATR - All threaded rod -120" (3.05m) lengths TOLCO Fig. 99 - all threaded rod cut to length Size Range: 1/4"-20 thru 7/8'-9 rod in 120' lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials, Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPDJ. For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish Part No. - Size x Length Threads Recommended Load Approx. WtJ100 Ft. ATR Fig. 99 Per Inch Us. NN) Lhs, (kg) ATR'/d' x 120 99-114" x length 20 240 (1.07) 12 (5.44) ATR I ' x 120 99-11s x length 16 730 (3.24) 29 (13.15} ATR 72" x 120 99-le x length 13 1350 (6.00) 53 (24.04} ATH W' x 120 99-$1s" x length 11 2160 19,60) 89 =40 M ATR'/a" x 120 99-114" x length 10 3230 (14.37) 123 (55.79} ATH I ' x 120 99-118" x length 9 4480 (19.93) 170 (77.11 } For larger sizes consult full line pipe hanger catalog. OPM All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions Fig. 4L - Longitudinal "In -Line" Sway Brace Attachment Size Range: 2" (50mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 2" (5omm) through 8" (2oomm) pipe. For FM Approval information refer to page 47. Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials Order By: Figure number, pipe size and finish. 4-Way Riser Brace (plan view) Longitudinal Brace Set Rnit R Hardware Included 4L-2 Pipe 2" (50) 53/8" (136.5) 21/16" (52.4) 21/16" (52.4) :o 1/2"-13 Max. Rec. 2015 Load (8.96) Approx. 00 247 (112.0) 4L-21/2 21/2" (65) 67/16" (163.5) 21/2" (63.5) 23/4" (69.8) 1/2"-13 2015 (8.96) 253 (114.7) 4L-3 3" (80) 7" (177.8) 23/4" (69.8) 31/16" (77.8) 1/2"-13 2015 (8.96) 268 (121.5) 4L-4 4" (100) 81/2" (215.9) 33/8" (85.7) 311/16" (93.7) 1/2"-13 2015 (8.96) 348 (157.8) 4L-5 5" (125) 93/4" (247.6) 37/8" (98.4) 43/8" (111.1) 1/2"-13 2015 (8.96) 380 (172.3) 4L-6 6" (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"-13 2015 (8.96) 640 (290.3) 4L-8 8" 1 (200) 1 131/4" (336.5) 1 55/8" (142.8) 1 55/8" (142.9) 1/2"-13 1 2015 (8.96) 1 728 1 (330.2) * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? the installation angle measured from the vertical. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COO;;R B-Line Fig. 23 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** Double Fastener Strap (cooper B-Line B3182) Size Range: 3/4" (2omm) thru 3" (8omm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top, bottom or side of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) sizes 3/4" (2omm) thru 2" (50mm) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.9mm) steel using (2) 1/4" x 1 " tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. i (DTOLCCI- c&I s LI5TE0 pPrartNo. 23-3/4 CPVC Pipe 3/4" Size (20) A 31/8" (79.4) BSpacingI 19/16" (39.7) 13/16" (30.2) Max. Hanger 51/2 (1.67) Fastener 5/16" Hex (7.9) 9 Approx. 00 (4.1) 23-1 1" (25) 33/8" (85.7) 111/16" (42.9) 13/16" (30.2) 6 (1,83) 5/16" (7.9) 9 (4.1) 23-11/4 11/4" (32) 43/16" (106.4) 23/32" (53.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 23-11/2 11/2" (40) 47/16" (112.7) 27/32" (56.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 23-2 2" (50) 47/8" (123.8) 27/16" (61.9) 13/16" (30.2) 8 1 (2.44) 5/16" (7.9) 15 (6.8) 23-21/2 21/2" (65) 53/8" (136.5) 211/16" (68.3) 13/16" (30.2) Consult Factory 5/16" (7.9) 22 (10.0) 23-3 1 3" 1 (80) 1 6" (152.4) 1 3" 1 (76.2) 1 13/16" 1 (30.2) 1 Consult Factory 1 5/16" (7.9) 1 25 1 (11.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. N Q E R U d a a COO;;R B-Line CPVC Clam :� TOLCO Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe Double Fastener Strap Side Mounted (B-Line B3183) Size Range: 3/4" (20mm) thru 2" (50mm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (WL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using (2)1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. c & us LISTER CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. (mm) in. Wrn) in. (mm) in. (mm) Ft. (m) in. (mm) Lbs. (kg) 24-3/4 3/4" (20) 25/16" (58.7) 15/32 (27.8) 13/16" (30.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) 24-1 1" (25) 25/8" (66.7) 15/16" (33.3) 13/16" (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4" (82.5) 15/8" (42.3) 13/4" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 3" hB" (93.7) 127/32" (43.6) V/4' (30.2) 8 (2.44) 5/,6" (7.9) 15 (6.8) Reduced Spacing For IPS Pipe IPS Max. Hanger Pipe Size Spacing Part No. in. (mm) Ft. (m) 24-3/4 3/4" (20) 1'-9" (1.67) 24-1 1" (25) 1'-10" (1.83) 24-11/4 11/4" (32) 24" (1.98) 24-11/2 1'/2" (40) 2-9" (2.13) 24-2 2" (50) 34' (2.44) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 35 Eaton Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** Double Fastener Strap Side Mounted (Cooper B-Line B3183) Size Range: 3/4" (20mm) thru 2" (50mm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from �F any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized' Order By: Figure number and pipe size' " Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. "" With reduced spacing, consult factory. (DTOLCO- E &u s LISTED 24-3/4 CPVC 3/4" (20) 25/16" (58.7) 15/32" (27.8) 13/16" (30.2) Max. Hanger Spacing00 51/2 (1.67) Fastener 5/16" Hex (7.9) Approx. 9 (4.1) 24-1 ill (25) 25/8" (66.7) 15/16" (33.3) 13/16" (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4" (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 1 127/32" (43.6) 1 13/16" 1 (30.2) 8 1 (2.44) 1 5/16" (7.9) 1 15 (6.8) Fig. 25 - Surge Restrainer Size Range: — One size fits 3/4" (20mm) thru 2" (40mm) pipe. Material: — Pre -Galvanized Steel Function: — Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: — Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre -Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2" (40mm). Patent #5,344,108 " I C&IS LISTED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line CPVC Clamps B3184 - Offset Hanger for CPVC Plastic Pipe and IPS Pipe Size Range: 3/4" (20mm) thru 2" (32mm) Material: Pre -Galvanized Steel Function: Designed to be used as a hanger for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • The "Stand -Off" design eliminates the need for wood block extension • Can be installed on horizontal or vertical piping regardless of mounting surface orientation • Attaches easily to wood structure with two hex head self -threading screws furnished with product • cULus Listed as a hanger for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1" screws are exposed, use Fig. 27B speed nut to secure Approvals: Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) 3/4" (20mm) thru 2" (50mm) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Order By: Part number and pipe size Pipe Size CPVC H L Max. Hanger Fastener Hex Approx. Pipe Size Overall Overall Spacing Head Size Wt./100 Part No. in. (mm) in. (mm) in. (mm) ft. (m) in. (mm) Lbs. (kg) B3184-3/4 3/4" (20) T/,s" (65.1) 41/4" (107.9) 5'/2 (1.67) 5/16" (7.9) 9.0 (4.1) B3184-1 1" (25) 213/16" (71.4) 41/2" (114.3) 6 (1,83) 6/16" (7.9) 10.0 (4.5) B3184-11/4 11/4" (32) 33/16" (81.0) 46/6" (117.5) 6'/2 (1.98) 6/16" (7.9) 12.0 (5.4) B3184-11/2 1'/2" (40) 37/16" (87.3) 5' (127.0) 7 (2.13) Vm" (7.9) 12.0 (5.4) B3184-2 2" (50) 37/6" (98.4) 5' (127.0) 8 (2.44) Vm" (7.9) 15.0 (6.8) TOLCO'M Fig. 7 el Attachment Size Range: — 3/9"-16 Rod Attachment C@us Material: Steel WW Function: Three recommended applications for this product: • May be used as a branch line restraint for structural attachment to anchor bolt, beam clamp, etc. • May be used as an upper attachment with short hanger rod to omit seismic bracing. • May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4" (100mm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./100 - 13.3 Lbs. (6.Okg) Order By: Part number Patent: #7,887,248 all Fig. 75 Swivel Attachment All Threaded Rod B3100 — Clevis Hanger May be used as a upper attachment with short hanger rod to omit seismic bracing Vea� Fig. 65XT Reversible Beam Clamp W-Beam �' '-' Fig. 75 Swivel Attachment All Threaded Rod May be used with a pitched roof application, to meet requirements of NFPA 13 (2010-2016) Sec. 9.1.2.6. Fig. 78 All Steel Ceiling Plate/ Fig. 75 Swivel Attachment Fig. 200 "Trimline" Adjustable I," All Threaded Rod Band Hanger Fig. 25 Surge Restrainer May be used as a structural attachment component of a branch line restraint All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 40 B-Line series Fire Protection Solutions CPVC Clamps TOLCO Fig. 28M - Offset Hanger & Restrainer for CPVC Plastic Pipe and IPS Steel Pipe Size Range: 1/4" (20mm) thru 2" (32mm) Material: Steel, Pre -Galvanized Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off' design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap -on design holds pipe firmly in place and allows retrofit type of installation • The "Stand -Off" design eliminates the need for wood block extension • Can be installed on horizontal or vertical piping regardless of mounting surface orientation • Attaches easily to wood structure with two hex head self -threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe • Attaches easily to steel, minimum 18 gauge (1.024mm) with (2) 1/4" x 1 " tek type self drilling tapping screws • (cULus) Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1" screws are exposed, use Fig. 27B (page 36) speed nut to secure Approvals: Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size Patent #7, 744, 042 Ir ,I I -------------------� ---t -- I I as � I ° � I L___ ___ d __ J raint I ,fi, I I Restraint -` Part No. CPVC Pipe Size in. (mm) in. A (mm) Hole Dia. B in. (mm) in. C (mm) Max Spacing* in. (mm) Approx. Wt./100 lbs. (kg) 28M'/4 3/4" (20) 2" (50.8) 3/16' (4.8) 35/1s' (84.1) 5'-6" (1676) 9 (4.1) 28M-1 1" (25) 278" (54.0) 3/16" (4.8) 31/2" (88.9) 6'4' (1829) 12 (5.4) 28M-11/4 1'/4" (32) 25/16" (58.7) 3/16" (4.8) 3'/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 1'/2" (49) 2'/16" (61.9) 3/16" (4.8) 3'/8" (98.4) 7'-0" (2133) 14 (6.3) 28M-2 2" (50) 25/s" (66.7) 3/1s' (4.8) 47/16" (112.7) 8'-0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe Reduced Spacing For IPS Pipe IPS Pipe Size Max. Hanger Spacing Part No. in. (mm) Ft. (m) 28-3/4 3/4" (20) V-9" (1.67) 28-1 1" (25) V-10" (1.83) 28-11/4 11/4" (32) 2-4" (1.98) 28-11/2 1'/2" (40) 2-9" (2.13) 28-2 2" (50) 3-6" (2.44) c RL S LISTED Fig. 27B (2) Requirm Hanger and Restraint Application Fig. 27B (1) Required High Side of Hanger Detail A Hanger Application M All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 38 B-Line series Fire Protection Solutions Upper Attachments TOLCO Fig. 50 - side beam bracket Size Range: 3/8"-16 thru'/e"-9 rod Material: Steel Function: Recommended for attaching hanger rod to side of beams or walls. Approvals: 3/3"-16 - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering (FM) approved. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size and finish C@ us LISTED FM APPROVED Part No. Rod A B C Hole Size H Approx. Wt./100 Size in. (mm) in. Wrn) in. (mm) in. (mm) Lbs. (kg) 50-'/8 3/8"-16 2" (50.8) 3/4" (19.0) 2" (50.8) 7/16" 01.1) 35 (15.9) 501/2 '/2"-13 2" (50.8) 3/4" (19.0) 2" (50.8) 'h6" (14.3) 35 (15.9) � 50-5/8 5/8"-11 2" (50.8) 3/4" (19.0) 2" (50.8) "h6" (17.5) 32 (14.5) 50-3/4 3/4"-10 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) 13/16" (20.6) 110 (49.9) 50-'/e 7/e"-9 2'/2' (63.5) 3/4" (19.0) 2'/2' (63.5) "h6" (23.8) 100 (45.3) B3061 - Angle bracket Material: Steel C Function: - Recommended for supporting pipe at various distances 'a from wall or column. Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. s Order By: Figure number and finish 3 m �. N Part No. Size A B Hole Size Max. Rec. Load Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) Lbs. (kN) Lbs. (kg) B3061-1 1 3" (76.2) 2" (50.8) 7/16" (11.1) 180 (0.80) 46 (20.8) B3061-2 2 4" (101.6) 3" (76.1) 7/16" (11.1) 180 (0.80) 65 (29.5) B3061-3 3 3" (76.2) 2" (50.8) '/16" (14.3) 390 (1.73) 85 (38.5) B3061-4 4 4" (101.6) 3" (76.1) '/16" (14.3) 390 (1.73) 115 (52.1) TOLCO Fig. 56 - tapped side beam connector (stainless steel) ��1fi' COL us Size Range: 1/2" (15mm) thru 4" (100mm) pipe (3/8"-16 rod) LISTED Material: Stainless Steel Type 304 or 316 Function: Recommended for attaching hanger rod to steel or wood beams. Tapped hole allows easy adjustment of hanger rod. 114'31 APPROVED Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering (FM) approved for 1/2" (66.7) 0 5mm) thru 4" (100mm) pipe. 1-5� '/e'-16 Order By: Figure number Note: Available only in Stainless Steel materials. Per NFPA 13: 1/2" (15mm) thru 2" (50mm) pipe use 3/8"-16 fastener; (31.7) > (25.4) 21/2" (65mm) thru 4" (100mm) pipe, use 1/2"-13 fastener. Part No. Approx. Wt./100 Lbs. (kg) 56 20 (9.1) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 90 B-Line series Fire Protection Solutions :a Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B3170NF) &T0LC0 Fig. 20OF - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) &us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B3170NFC) LISTED Fig. 200S - "Trimline" Adjustable Band Hanger with Non -Captured Nut FM Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) 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" (5omm)) 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" (65mm) 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" (200mm)). Conforms to Federal Specifications WW-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 4h 11 I Fig. 200-1 to 200-2 Fig. 20OF 200-1/2 Pipe 1/2" Size (15) Rod Size 3/8"-16 31/8" A (79.4) 25/8" B (66.7) Approx.ii 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 ill (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" 1 (200) 1 1/2"-13 131/8" (333.4) 83/4" (222.2) 136 (62.3) I i i B Fig. 200-1/2. 200-3/4 Fig. 200-21/2to 200-8 Fig. 200 Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 1 COOPER B-Line Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8" to 3/4" Size Range: One size fits bracing pipe 1 " (25mm) thru 2" (50mm), Cooper 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 Cooper B-Line/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 (WL). For FM Approval information refer to page 61. 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 Cooper 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 Fig. 4L .. Standard size. (DTOLCO Set Bolt Included Mounting Hardware Is Not Included Longitudinal Brace Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Fig. 1001 -Sway Brace Attachment Size Range: Pipe size to be braced: 21/2" (65mm) thru 8" (200mm) IPS. * Pipe size used for bracing: 1" (25mm) 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 " (25mm) 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 65. Finish: Plain. Contact Cooper 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 Cooper B-Line/TOLCO bracing products. Pipe Size 21/2" (65) I" (24mm) 1001-21/2 X 1 Part Number Brace Pipe 138.6 & Approx. (62!8) 0i 11/4" (32mm) 1001 -21/2 X 11/4 Brace Pipe 160.4 Design Load UL 3" (80) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 UL 4" (100) 1001-4 X 1 160.9 (73.0) (86.2) 1001-4 X 11/4 1001-6 X 11/4 182.4 211.4 ](76,5) UL 6" (150) 1001-6 X 1 190.0 (108.3) UL UL 8" (200) 1 1001-8 X 1 217.4 (98.6) 1 1001-8 X 11/4 238.8 " See load ratings in UL Listed Design Load chart. The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? is the installation angle measured from the vertical. ®TC3LC;O' c @us LISTED UL Listed Design Load Sch. 7 - 1600lbs. (7.11kN) Sch.10 & 40 w/1" (25mm) Brace Pipe 2015 lbs. (8.96kN) Sch.10 & 40 w/11/4" (32mm) Brace Pipe 2765 lbs. (12.30M) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line (P' POTTER The Symbol of Protection Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 21/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" VSR-3 1/2 1144435 4" DN100 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 VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For CE Marked (EN12259-5) / VdS Approved 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) 10.0Amps 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: 40OF-120°F, (4.5°C - 49°C) - UL • Non -corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 • 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. Important: This document contains important information on the installation and operation of the VSR waterflow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" - 6" and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40, sizes 2" thm 8" (50 mm thm 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thm 8" (50 mm thm 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. 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. 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 M PAGE 1 OF 4 11115 CP� 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. Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified technician should disable the alarm system. Fig. 1 Retard Adjustment DO NOT LEAVE COVER OFF FOR aNEXTENDED PER7oDOFTIME 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 DIRECTION OF WATERFLOW TIGHTEN NUTS ALTERNATELY O MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION l \ OF WATERFLOW CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect I -E�- -E7�d- ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (Flowing water activates device in one direction only) DWG t146-1t fm 50- ADAPTER ADAPTER 20-+2= MAX. DN50 ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DWG# 1146-IF Compatible Pipe/ Installation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Hole Size U-Bolt Nuts Torque Lightwall Schedule 10 (iIL) Schedule 40 (UL) BS-1387 (LPC) DN (VDS) inch mm 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 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 +.125/- 062 33.0t2.0 VSR-21/2 2.5 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - VSR-21/2 - DN65 3.000 76.1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 2.00±.125 50.8t2.0 20 27 VSR-31/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - VSR-4 4 DN100 4.500 114.3 .084 2.134 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 .115 2.921 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 1 3.76 1 0.322 8.18 0.248 1 6.3 1 0.177 1 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146 - REV M PAGE 2 OF 4 11115 (2)POTTER The Symbol of Protection Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. 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, one can be 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. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). rase VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal � % I�pp�Illp �plflp 00 DWG. #1146-16 AWATNING M 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. NEUTRAL FROM BREAKER NEUTRAL FROM BELL 1 BREAKER J LINE FROM BREAKER EOL (End Of Line Resistor) NOTE: When connecting to a UL Listed control panel, use the panel's resistor value for circuit supervision. 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. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 6 Mounting Dimensions 5.56 in Fig. 7 3.50 in (141.2 mm) 2.00 in r (89.0 ..)— (50.8 mm) GREEN GROUND SCREWS 2.34 in (59.4 —) i PI E DIA. U-BOLT NUT + 5.25 in U-BOLT WASHER (+ 33.4 —) PIPE SADDLE PIPE + PLASTIC PADDLE ® ® Q DWG. 11d8-id U-BOLT NOMINAL PIPE DIA. +L75 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 OWG 1146-15 PRINTED IN USA MFG. #5401146 - REV M PAGE 3 OF 4 11115 CP� 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. 8). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 8) 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. 8 DO NOT REMO'V (2) RETARD HOL SCREWS Removal of Waterflow Switch REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE BREAK OUTTHIN SECTION OF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING CREWS RETARD/SWITCH ASSEMBLY G f 17 (2) LOCATING PINS Lj (2) LOCATP BOSSES IN ] DWG# 1146-10 • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn 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 M PAGE 4 OF 4 11115 CP� POTTER The Symbol of Protection 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. 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) -401 to 150OF (-400 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 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 (-341 to 661C). 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 MBA126 1750070 .12A 85 76 8 (200) 12VDC MBA128 1750080 .12A 90 77 10 (250) 1 12VDC MBA1210 1750060 .12A 92 78 6 (150) 24VDC MBA246 1750100 .06A 87 77 8 (200) 24VDC MBA248 1750110 .06A 91 79 10 (250) 24VDC MBA2410 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. AWARNING RNih 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 • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.coni PRINTED IN USA MFG. #5400776 - REV Y PAGE 1 OF 2 5/08 (E)POTTER ® The Symbol of Protection BELLS PBA-AC & MBA -DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. 1 Fig. 3 A.C. BELLS 10" WHITE (IN) WHITE (OUT) (2s0) 1-1_ ° $" I FROM CONTROL (200) 50)' PANEL OR ( PRECEDING BELL I J BI BLACK (OUT) CAUTION: 211/16" WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. (68) DWG# 776-1 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. Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance DWG# 776-2 DWGtt 7713 4 1/4" (108) 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). AWARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y PAGE 2 OF 2 5/08 'x�&:JPOTTER \ �K ROEMER CONNECTIONS (FDC) N EXPOSED FIRE DEPT. INLET L\\\ FIRE PRO CONNECTIONS -CLAPPER TYPE Member of Morris Group International - SPECIFICATIONS TWO-WAY WITH SINGLE CLAPPER Cast brass two-way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by model number. Lettering as selected. Size 4" x 2-1/2" x 2-1/2". TWO-WAY WITH DOUBLE CLAPPER Cast brass two-way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by model number. Lettering as selected. MODEL SELECTION TWO-WAY WITH SINGLE CLAPPER ❑ 5710 Back Outlet (UL Listed) /FM► ❑ 5715 Angle Outlet (UL Listed) /FM► TWO-WAY WITH DOUBLE CLAPPER ❑ 5721 Back Outlet ❑ 5722 Back Outlet ❑ 5723 Back Outlet ❑ 5724 Back Outlet ❑ 5731 Angle Outlet ❑ 5732 Angle Outlet ❑ 5733 Angle Outlet ❑ 5734 Angle Outlet Note: Refer to Model Dimensional Chart for UL & FM Listing Model/Series No. 5710-5734 SERIES c Slus UL File #EX4078 <FM> LISTED Model #S201 B APPROVED Y. 1; MODEL 5710 (Shown) PRODUCT OPTIONS FINISHES: ❑ -B Polished Brass ❑ -C Rough Chrome Plated Body ❑ -D Polished Chrome Plated THREADS: ❑ N.S.T. ❑ Other LETTERING AVAILABLE: ❑ AUTO. SPKR. ❑ STANDPIPE DallPotterRoemer- FireProforcurrentlistingsand approvals. Dimensions are subject to manufacturer's tolerance and may change e a without notice. Potter Roemer- - FIRE EQUIPMENT �� MANUFACTURERS POTTER ROEMER/FIRE PRO Headquarters: Also in: Hd q Fire Pro assumes no responsibility for use of void or _ ASSOCIATION ""�"""` `°"""' "`�""'"`"` P.O. Box 3527 New York (800) 526-4592 superceded data. ©CopyrightPotterRoemer-Fire Pro, City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International - Please visit potterroemercomfor most current specifications. _ _ °"° CASPE 1�1®� 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 Dallas 644-3473 5710-5734 SERIES Date:10/20/15 q1►i NFFFA 800-366-3473 (866) 626-855-4890 wnWpotterroemercom L \ POTTER \\\ ROEMER CONNECTIONS (FDC) N EXPOSED FIRE DEPT. INLET FIRE PRO CONNECTIONS -CLAPPER TYPE Member of Morris Group International - MODEL DIMENSIONS UL Listed File #EX4078 Model #S201B FM APPROVED TWO-WAY WITH SINGLE CLAPPER R MODEL 5710 - 5715 TWO-WAY WITH DOUBLE CLAPPER Model/Series No. 5710-5734 SERIES Mo- 0 - (1041 Outlet Approvals Outlet Approvals Size A B C D Back Model No. C&S LISTED #IX3314 Angle Model No. C&US LISTED #IX3314 5721 Yes 5731 Yes 4 x 2-1/2 x 2-1/2 7-1/2 11-1/2 8-1/2 11-1/2 5722 Yes 5732 Yes 6 x 2-1/2 x 2-1/2 9-1/2 10-1/2 9 10-3/4 5723 Yes 5733 Yes 4 x 3 x 3 9-1/2 11-1/2 9-1/2 11 5724 Yes 5734 Yes 6 x 3 x 3 10 11 10-112 11 f h � 1 � 1 UL Listed File #EX3314 Model#A105 - B P MODEL 5721 - 5734 Call Potter Roemer- Fire Pro for current listings and approvals. Dimensions are subject to manufacturer's tolerance and may change without notice. Potter Roemer- y g - FIRE EQUIPMENT �NFSA MANUFACTURERS POTTER ROEMER/FIRE PRO Headquarters: Also in: q Fire Pro assumes no responsibility for use of void or _ ASSOCIATION ""�"""` `°"""' "`�""'"`"` P.O. Box 3527 New York (800) 526-4592 superceded data. 0 Copyright Potter Roemer- Fire Pro, City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International - Please visit potterroemercomfor most current specifications. _ _ °"° CASPE no3�®� 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 Dallas 644-3473 5710-5734 SERIES Date:10/20/15 q NFFFK JP'°mti'°9E°9°eec` 800-366-3473 (866) 626-855-4890 onWpotterroemercom CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org June 2, 2022 Shasta Fire Protection 72120 Northshore Street #C Thousand Palms, CA 92276 Re: New Fire Sprinkler System Plan Review — MONTAGE CONFERENCE CENTER FSS2022-0049 / 52027 SILVERROCK WAY, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) All persons performing work on the automatic fire sprinkler system shall be Certified Sprinkler Fitters or Registered with the State Fire Marshal for Apprentice or Trainee classification. 3) The completed Contractor's Material and Test Certificate for Aboveground Piping shall be provided to the fire inspector prior to a final inspection. 4) Permanently marked identification signs shall be attached to all control valves. 5) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 6) The fire sprinkler system shall be monitored and supervised by an approved Dedicated Function - Fire Sprinkler Monitoring System. 7) Each system shall have an Air -Relief valve in compliance with NFPA 13 installed in a remote, most elevated location. 8) CA compliant Hydraulic Calculation Placards shall be installed on the riser or other approved location. Risers shall have signage indicating the location of remotely located placards. 9) Single head sprinkler drops located in suspended ceilings shall be provided with seismic escutcheons or other approved devices for restraint or seismic bonding. 10) The following inspections/tests are required to be witnessed by Office of the Fire Marshal staff: a) Overhead Rough: All installed/relocated piping must be visible. b) Overhead Hydro: Entire system shall be hydrostatically tested at a minimum of 200 psi for 2 hours. c) Underground Supply Flush: Flush of the underground supply line until clear of all debris and to the satisfaction of the inspector. d) Final inspection: Water -flow signal test as performed from the inspector test valve. As -Built plans required to be maintained on site as approved by the inspector. General Information sign and Hydraulic Calculation plate(s) provided. Title 19 "New" system tag affixed to riser. NOTE: The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground supply pipe, prior to connection to the above ground sprinkler piping. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD tQ ti�Cv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. — CALIFORNIA INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 52027 SILVERROCK WAY PERMIT#: FSS2022-0049 AT ED: 6/2/2022 DESCRIPTION: MONTAGE CONFERENCE CENTER CONTRACTOR: FSHASTA FIRE PROTECTION HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final EF Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131