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Home My WebLink AboutOffice Bldg Specs - COM Engineering / Geo-Tech Reports - 1/17/2006 03/23/2006 1.6:23 FAX 253 891 1168 The Truss Co i@ UUI!UUa THE'"RUSS COMPANY PO BOX.1770 3UMNER,WA.98390 • 1-253-86=-4555 FAX; 1-253-891-1163 facsimfle-tra-wimittal To: /(,e ry a" l"yams Fax: 76O- 02 7f- 6 7t14 From. Date: 3 . r O� Re: ,2�q /S Pages. CC: rgerri ❑For Review ❑Please comment ❑ Please Rep{y ❑ Please Recycle, . . . . . . . . . . � o 7' Truss ��s.�� ,��'� '7�d� �`M ld �e9a,,r to f g Wale d ecLt . . . . . . . . . . . . . . . . . . . . . . . . . . . . uil,rolzutfo iu;zu r-m.% 400 ovi Iluo 111U LVU05 1,V "T t9FV-"Rt LIN WW'I'Ve Z409 A9FLX DBL. FINK 7 1 %-x 3ob Rettrance(optlonal -ft4 "he Truss Co-,Sumner WA EuWne OR 6,300 If Feb 15 2006 Mrrek ImIustri",Inc- Wad KW 22 18:55:10 2006 1 45P 2 943 7-11614 7-5-14 7-3-101 04-2 0-04 $Go.Iwarl. k? - PASM UP rrti oo*711 U8 115 ey grHef 4" z FVF- Is axe4 2" 3 eye 2 Aid= 13 2 11 10 30-- 3X5 2XA 04.3 274-15 ---*" — 9-" 6-11-14 Uts Oftats;(X,Y): [7!E09e,0-2-4],18,0-2-4;1[1-1-01,E9:D-1-6,0-2-01 .OADINIZW SPACINQ 2-0-0 C1111 D9PL In (!oc) I/den Lid PLATES GRIP CLL 25.0 Plates 1,nerem 1.15 TC C.65 Vert(Li.) 0.29 1-13 :oM 360 MT20 1811I48 'COL 10.0 Lumber Increase I-is BC G.92 Vart(TL) .0.43 1-13 ),,999 240 ICLL 0.0 Rep stress I= NO WS 0.98 Morz(TL) 0.16 8 No WS COL 11711.0 Code IRC2003fMI2002 (Matrix) Wvffiv 213 lb I U1451a BRACUM j OP CHDRD 2 X 6 HIP No-2 Top CHORD Structural wood sheathingdirectly applied or 3-0-7 or puriins, T CHORD 2 X 4 WF No.2 except and varticals. Iffills 2 X 4 HIF No.2*Except' DOT CHORD Rigid ceiling directly applied of 5-2-12 oc bracing, 2-13 2 X 4 HF/SPF Stud/STO,7-9 2 X 4 HF/SPF Stud/STD WEBS I Row at midpt 4-12, 5-12,6-LO,6-9 5-9 2 X 4 DI:2A06F 2-0C- LCTIC"WibNze) 1-17834-5-8,8-1753/0-5-0 Max Hors 1-26(load case 3) Max UplifU-725(lood case 3),8--727(loW case 3) Max Grmv 1-1915(bad cm 7),6-1-956(load case 8) ORCIS(6)-Maximum Compression/Maximum Tension 1OP CHORD 2-2--352311294,2-3--3333/1318,3-4-3210/1348,4-5--248011040,5-6--2193/933,6-7--1472/613, 7-8-.19271720 10T CH0qD 2-13--1104/3033,12-13m-78012406,11-12-4430/1741, 10-11--460,11741,9.10--58011870,111-9-1311.23 YEBS 2-13=-463[196,4-13n-420j789,4-14-831/37L,12-34--9421371,12-15-522/11142,IS-16-521111SIII, 9-16=-521jr1i53,5-17--2461467, 17-18--246/467, 10-10--2451467, 10.19--265/131,6-19-265/1SI, 8-9--2123/311,7-9--522/2474 (11) UnbeieriM roof live loads have been considerold for this design. VArV;ASIX 7-02,05mph; hm25ft;7COLa4.899f; BCOL-41W;CatoWry 11; Exp 13;onclosod; C-C lIxtefille(2);cant,tever Will:and right exposed and vertical aft and right expoo0d;porch left find Fight 6)(0064d; Lumber DOLs 1 13 plaillit grip L 33 , ,�M UMIM )Vlfl 3 m exposed This truss nor,been designed for a 10.0 psf batwrn chord live load nonconcurrant with any other rivill[GO". This truss requires plate inspector per the Tooth CqLnt Method whom this truss is chosen for"Ilty assurance Inspection. jQN dt rn I n � Prov;de rnechorilcal connection(by others)of truss to bearing plate capable of withstanding 723 lb uplift at joint I 8r4d 727 pro lb uplift at Joint 6. This truss is designed in accordance with the 20C3 International Residential Code Walorls R502.11.1 and ROOZ 10.2 and LFXNM se K referenced standard ANSIfTK 1. referenced ce Z" Load cose(s)5,7,0 has/how been modified.Building designer mug review toads to verify that they are correct for the Intended use of this truss. Hillngar(s)or Ott Hangar(s)or other confectiori davica(c,shall be provided sufficient to support concentrated load(s) The designiselWJon d such=noM df such connection device(S)is the,mponsibilo of ot4m. A WN- WWR VW*Y DUGN PARAMIRM AND OW ALL"Olin 014"AND TIM Z=,�,. 400,mito of dean=cmstsr,aid or" of WA'DOWI r Vloonvylpy of ouiong'0&7w.rct IP M joigm. 0.low L-:M*V1;r,-J,Vf0b-F"rrbqf3 V)tf, mwr* Of !oo(c000n CL ,a g1r*,.7 X-103,1c* ogTQ-" wrJ-j�Qjv"jKrjej. sto-40,a. ctr4d Hl"I 4m--Iw-g 4*1Wr-g X�1?0*1V WOWS ct.34fw W C Oro4o Ce w.Ynew,r.W S3 7".q 03/23/2006 16:24 FAX 253 891 1168 The Truss Cc 10 UUZ/UU a )1 1.1211111 yVV q%nT My r-V=f%lji%"FV LOPOW6 L11V-Vt190R 12*" ASFIX CAL HIP 2 1 30b" (00Kk)1*) T,6 64 Tht TruSS Co.,Sumner WA Eugene OR 6,300 1 Fab 15 2006 MrTmk Indust-411,MC. Wed Mat 22 16:34.'56 2006 FV91 I OF 74-15 1144.1-211-10-13_24-1-1 40." 46-04 7-5.15 St0 1 1-&14 2-2-2 7-a-14 84-1 6.0.0 SC810.132"0' (2.) 1550*00 UA'T5 MC14T 8.00 1i 510 aj(7 e 2- 5 16 4X4 e 414,: A Ali$ JW- 10 SO 40 - 2X4 3V4= 3X0= 34 394- 7-s-15 G-110-1 7.1-9 3-1-6 7-1-3 Ilate Offsets[X,YI; (1:0.0-2,0-0-3), [10:0-1-12,0-1-121 0ADXPWPSf') SPACING 2-0-0 Cif DKVL in (lot) I/dO Lid MATES GRIP CLL 3S.0 Pates Increase LIS TC 0.96 Viiirt(LL) 0.23112-14 >999 360 m720 185/'48 1010 LUMberInCrellZe 1.15 SC 0.82 Vert(TL) -0.4112-24 >999 240 C CUL 010 Rep Stress Incr NO we 0.87 Hcrz(TL) 0.16 9 nja nja L 10.0 Code rPC2003/TPM02 (Matrix) Weight:232 1b UV"afflit GRACI"O P CHORD ii X 6 MF NO.2-EXCW,* 70P CHORD Structural wood ShOmt?nlmg directly applied or 3.1-15 ot Wr1:15, 5-6 2 X 4 Mir NQ.2 exceot end verticals,and 2-0.0 oc purlift(3-10-9 max.):5.6 IOT CHORD 2 X 4 HF N0,2 SOT CHORD Rigid calling directly applied or 5-3.7 oc bred". Vess 2 X 4 v4F N0.2*ExcW* AINBS 1 Row at midpt S-11,3-12,7-L I 2-LS 2 X 4 HF/SPF Stud/STO, 7-10 2 X 4 HFISPr Stud/STD 2M 3.14 2 X 4 MFJSPF Studf$TO,3-12 042 I 0-11 2A ONE 2-14 2 X 4 HFISPF SIL;dt= t1LACnCM1*!0,1slze) 1-1783l0-5-8,9m1783/0-5-8 Max H.orw 1-28(tad case 3) Max UpIfti-723(load Case 3)r 9-724004116 COSe-'A) Max Grav 1=1913(tood case 7;.9-1956(lood case 6) '1b)-Mexm CornprUslon/Maxim en TensionC.....CHORD 0 1-2--3542/1312,2-3--2921/2111,3-4-.2225/859, 4-5--2201/887,6-7--2136/1954,7-8--2193/619, 5-6-1610iS01,6-9-18691660 7T C"C H m I-IS—IrI2013054,14-15--1!20/3054,13-14-1113612516,12-13--838/2519, 1.1-12-531/1894, 89 10-Am-58811847,9-10=-24J10S ms 5-12-385445,6.11--2621532, 5-11--470/120,2-13-1271255, 7-10--528/93, 3-14m-274/497,3-i5--9941427, 18-17--9941427,12-17--994/427, 21-16--227/136, 18-19--227/136, 9 7-19--227/136,2-L4--641/324 Unbalanced roof live scads have been considered for this design. Wind ASCE 7-02;IlStimphi h-25ft; rCDL-4,S0Sf,SCDL-4.2pof;Category il; Exp S;enclosed;C-C Extemor(2); contl�ever left and right exposed;end vertical le. and right exposed; porch Weft and right expossi:!; Limber DOL-1.33 Plate grip [EXPtRES W20M 0C1Lm%.33 Provide adequate dro;naps to prevent weber poncling 1`1115-,Uas has been designed for a LOX psi bottom cwd five load rioncomurrent with any otmer live loads. This truss;F".j,rft plate inspection per the tooth Count Method when this truss is chosen for quality set Lratice inspection. Provide mechanical connection(by others)of emus to bearing plate capatis of wifttsindlmg 723 lb upIft at joint I and 724 lb uplift at Join 9. -H5 truss is designed in accordance with the 2003 International P49.1dentlai Code semons A501 11.1 and R802.10.2 and WOrsnCed standard ANSIrPI 1. 0WAN110 vmw cum mimmum mo mAD Au mm ow Tmmo Tm DltAvnNa NQM WON W. resign vow V-X VA or,y- NaGi CL-ractm ,.effx;MY %rloc.of inlalk.A.we *.MOM 5111%, x5alicr%,i tww-wayoracro to ow re mma�tv ckxlr'G ccn&"-iian ii;t�*rem"rxibiilh of the SrWQl. AdWCrO MMOM1W 4r20*&VCf the Nffa%r1%='6ffl i5'?'*-tVO�� 04,jy y-�9 NAoiV,;*dgn#, For 9"fa%;Corc-9 reqcrd'nq lqvcoton r.01096 -DcLk-and 'We�nstiU MGM ccw CO-,Jft QST-m CL:,%ry sto--mrm 05B-V 6,oarg Scootcotion.ono Haraft mtoinj and ftcrg Amcommv',-�10-ova-td>@ ftcr-i T,km r .0, U10900 593 CON"k-,'-1,44,MorAWI.V/1 537-9. G,BULD"PJMY tic. 7n,aa Co.,Sumner WA'E�yerta OR 6,X0 5 Fab 15 2005 MI-ek Induarrieti,Inc. c. Wen Mar ss ee:�w ao cu�v .ayo< e ,• O r!9 are correct for the intended use of this truss. Load cese(s) 6,7,8 hes/have been modified• t dines designer must review loads to s TC that 10d ij) Design assumes U2(flat onentation)purllhs at ac speGnq eradicated,fastened to truss TC+r/2-iGd Hells. o)"Nailed"indiateo 3-10d or 3-12d common wBa toe-Halls•For more deceits referconcentrated Ce to tic s d(� 11 The asign/aeleed7t^of such connectlon device(s)is Hanger(s)or other conreedi0i davlce(s}shalt be proi'sled suMclant to support trio responsIMITLy Of OMrs of L2S,whiett is used to celtvlaU the total load daAettlon. The building oask}ner snail ve+'!Y that this parameter fits 2)This truss 15 designed nor 8 C*GP factor with the intended use of this component. 3)In the LOAD CASie(S)seMOP,laaas IMPlled to she f"of the truss am noted as front(F)or back(5) *AC CAGE(!) Standard eXCBpt: }user defined. L,xnberinoVM-1.15,plate Increase•1.15 Unlforn Lands(Or F) 140-20 F ��Q� Vert 1-5w-70(i),6•ea-70(F),5.6w-70( O 'j fl.l� Concentrated Loads(Ib) + ,g Rf# ,r�A$ FU�,j� � �'�'Ct lr `vent: lOw-150(F)3w-150(F) '+J�'[- f. "�0 Y A JOINT User defined! Lumber Increase-1.15,Plate Increase-1.15 To �� AP CPfA Y t� Uniform Loads(plf; T r' � Mn: 1-5-•70(F),6.8=-70(F),5-6--70(F),1-9-•20(F) �� M10p ' .- Corcentrated Loads(lb: �� A IKA AT �� 1a 4AIL6 Vert:17--150(F)15--150(F> olv..-Ti t/[�v/ t� User Wrod:Lumbertncmase=1.15,Plate Increerxwl•15 01461 ,nr�� , .�.ir Uniform Loads fpif tN AGJi p Vert: 1-5--70(F),6.8w-70(F),5-6--70(F),1-9 -20(F) O (,fiV �A concentrated Loads(ibi 1M 6c�AAg �,n►fI_ IAV►' � �'p v lf� Vert: 16a-150(F)19--150CF L K� fit/{ ► 5 6 see t F j - I f 3X�= 14 12 11 10 t,IM ai rm enh,�iaflsof kvq stud aftow MMi U MueI is a e>glww�cane"aft•4"o-e II�.W.I.e¢mr+pair nituulbsf). 0 rta,RNlxeiG y1F.udFv taietttsitl 1wr�.. AfID iifJ1D ALL WOItf 9M 1Nlt Aflap tswf o�Awrt�@IOi[t 1f1Ft�ef NOE. ar' va+Cavnatan O*wh prod i<tar ar ndVeiO tubing a ff*PCMem M tee xtstorao ant ? C`�ry-n mod for w�ono v+t MrtN,eonrnchxe TT%"W e bartl ofo ea»oorsr li of b�+0 ftd"•'rot hue,inwor r biwo New+.b'C" varNa�v W 9a d oClana�M3 tf+C paper kwrpo,C'+a ►.c pen r>dirioud Men+a�fr rink. Aae'hond Carr o0 ory txeemp ro NLra erotan durVio corgacv m IS Ifr lalpOnit'ilifY W the are fa. M7dr torroi Pelff M Par�d CL•'=�eOonn&vro Racn. vien a an oL oi=*e.oawerr.eneebn and 7rOC'.n0 or ma oniea�Ihuexra s the rwoormasry_ inc twoo ae> q, ,� ;eraanp ReerxnnendOlb:e ovolaoie hom insr create msitute. obDos6 srr+peT theTSWIfto. wocb+g.earau'OSFdB 6udMv SeorOora.OSBdO b•xe'9IAao'Iecw• Sb3�Q`�MO J'vB.rllafSlOR'N'S17?0 03/23,12006 16:27 FAX 253 891 1168 The truss Co Lai UuDiuua a A09 Am DBL FINK 7 ] Job ReftmMwe(opaonsl) 'beTrAs Co.,Sumner WA J tugene flA 6300 s FeD 13 2006 WTek Induatties,Inc. wed Mar 22 26:55:10 2006 Page 2 Oam (11) 1)-his trues iS ciesigned for a creep factor of 1,25,wnich is used 1:0 CalCiJlate the total load(1enadfon. Th#bulidlnq deisl9rer shall verify trot this Parameter nts with the Intended use of this Component. 0)In the LOAD GASES)section,loads eppiied to the face of the truss are noted as front(F)or back(9). 1)Al;dimensions given in Fact-inches-sh teenths(PHIS$)format. OW CASES) Standard Except: User defined. Lumber Increase=1,15,Plate'MMASe+1.13 UnL'orm Loads(plr) Vert: 1 8--20(fr), 1-5--70(F),5-7--70(F) Concentrated Loads(lb) Vert: 15--15a(F)16w-150(F) User defined:Lumber Increase-1.15, Plate increase-1.15 Uniform Loads(pff) Vert: 1 8--20(F), 1-5--70(F),5-7--70(F) Concentratad Loads(Ib) Vert: 14=-ISO(F)19=-150(F) I user ee"d: Lumber Increase-1.13,Plate Increases 1.15 unlfo-m Loads(pff) Vert, :-6--20(FI, 2-5=-70(F).5-7-40(F; i Concentrated Lands(lb) i Vert: 15=-150(F)17=-150(F) 5 14 12 11 10 Comb it1.fo to 711r 00 or FW so aiAeas+aPOW%am*midis at earn aAe.r.a+.a.et a*M 1 ra0 oesrld a eon adt>ta"M"M wit. Or M O and as mils 0 r&C slspOnaO(�ndn par a�rnlbar), 0 WAMM-Vf1Wy MOW M—M Ml M AND READ Ail NOU QN"AND MM DEIAMYIN9 NOM SR M 11ti, Dwvn vM vv.ae wwv wv wen carnectars ROOM a WW OnW uDOn o0rOn4Nr!IWu R Cf'd J IV M(%%VUd tl AXn2 CQM 0ond^or ro too byrOleC!W'd lo0 wMcah.Aooic x*-d asap-*a,0 400s;nd proper 1-LCvardw of owrvwwwv msPo mwwv d tx�argn«•ro,wr d.:qw. eroanp mom)'r«w8 a wppwt or"tw- bl woo moTben onH- Acrww o temm7v bnxyv to rase MOM*xv cwz?r�ctlon s fie worecIVY of me*recto*. Aad*Nv'3eR*W' Mo v of MW warn+Ouckre h"'M o of the baking de**, For QwwM gUM1wM"a"fooeee'an ZmAN corrfroi,sramp,ftAWr.0060*n aro dao+p eonsue 68 Qa�y sf0�aat1�E•S?bodnq�ecltatbn a d h�9 r�arnG nRo1nC o�d Noana Rror+N+tdO x a�OeaD a'>om hun PIaN 'Me I 56±O 9rrN!v1or9son.ur 57710. a ltat tall T 11C SOLID BLOCKING UNDER ALL 4x6 PO5T5 S.W. HOL.DOWN5 i� 01 WEB ✓C 5-j x I 0-j GLIB 37675 '��istER� o'rUu►t. 4 ADD LTP5 PLATE GLB TO 4x6 P05T FILL ALL HOLES WITH(I 4)-8d x 14 NAIL5 EXF4RES: EXIST. I-IL G8 GLB TO 4x6 P05T FILL ALL HOLES WEST WALL LOWER f LOO HEADER EARL LINCOLN OFFICE BUILDING DATE: 3-07-2006 BY: MWD W. da �s ism � EXPIRES: HD2A HOLDOWN WITH (2)-8" MB TO (2)-2x4 5.W. POSTS SEE FIRST FIRST FLOOR FLOOR PLAN FOR LOCATION5 5/5" DIA ALL-THREAD n u DRILL 3/4" DI 4" DEEP A.B. HOLE USE 5IMP5 "SET" ADHESIVE EARL LI NCOLN OFFICE BUILDING DATE: 3-07-2006 BY: MWD REVISED: 9-U-WO5 #4 REDAR, EA FADE SENT 90 DEGREES, 14!' EACH L EO w cC TYPICAL CORNER REINFORCEMENT #A ® U" OG., HOOKED & $ENT AS SI'1ONN 37tGIS`i NAL r- EXPIRES: � �s PLAN VIEW-CORNER REBAR SCALE: 1 /2"= 1 ' N tt&pt, GIN W14j arm ut p r N)er II �Y ; MW D COK)Svc-77A�-TS r Page 1 * Fox Fire Prevention P.O. BOX 594 PORT ORCHARD, WA. , 98366 Date 01/17/06 Job: EARL OFF PROJECT INFORMATION Job EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA ------------------------------------------------------------------------- Occupancy LIGHT HAZARD Density 0.10 gpm/sq.ft. Authority having Jurisdiction MASON COUNTY Hose 100.0 gpm Outside Hose System type Wet Water Supply 104.00 psi Static, 85.00 psi Residual @ 1112.0 gpm Sprinklers 5.6K 1/211NPT ------------------------------------------------------------------------ CALCULATION SUMMARY Demand 52.36 psi @ 654.7 gpm @ B.O.R. 57.31 psi @ 754.7 gpm @ Supply 94.72 psi available @ 754.7 gpm Demand is below curve by 37.41 psi for Remote Area 1 ------------------------------------------------------------------------ Notes: RA#1 DRY SYSTEM ATTIC SPACE 2535SQFT 34 HEADS PGS 7-14 RA#2 WET SYSTEM 2ND FLOOR 900SQFT 9 HEADS PGS 15-16 RA#3 WET SYSTEM 1ST FLOOR 900SQFT 11 HEADS PGS 19-23 PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 a Water Availability Curve 110 m a 100 --------------r -------------I--------•- --------•-I------------------------------------------------------------------- ----------------------•--------------- -•---------------- ------------------------ --------------- 90 - ------------------``' -- 70 ------------------------------- a 60 N N a` 50 -- •-------; ------------------ 40 30 20 ----------------------- ----------------- ---------- --------------- ..--------•-•---------•----••--r•----•••---------•••-•-.•.......----- •--•--------. ------------------- 10 150 300 450 600 750 900 1050 1200 1350 1500 Flow(GPM) ■ Static=104 psi. ❑Demand at BOR=52.36 psi with 654.7 gpm flowing. ■ Residual=85 psi at a flow of 1112 gpm. I]System demand=57.31 psi with 754.7 gpm flowing. Pressure available=94.72 psi when 754.7 gpm is flowing. Demand is below curve by 37.41 psi (39.50%). Page 3 r Fox Fire Prevention Description of Fitting abbreviations Code Description ----------------------------------------------------------------- T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor BV Butterfly valve DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description ----------------------------------------------------------------- AO Arm-over DR Drop SU Stub-Up BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length EARL OFF O1/17/06 2:59pm Page 4 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. Remote area number 1 includes nodes: 3-9 15-46 69-78 86-90 Remote area number 2 includes nodes: 1 2 10-13 47-54 79 80 84 85 87-90 Remote area number 3 includes nodes: 1 2 14 55-68 81-85 87-90 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below RA Node Flow Press Flow Press Press Curve ------------------- -- ---- ------- ------ -------- ------- 1 30 14.8 7.19 754.7 57.31 94.72 37.41 2 48 14.8 7.19 248.3 52.68 102.81 50.13 3 62 14.8 7.42 282.4 45.74 102.49 56.75 Most demanding Remote Area is area number 1 EARL OFF 01/17/06 2:59pm Page 5 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 0.5 5. 6 7.00 -0.50 0.0 120 321E 2 DR2 1.049 0.5 5.6 7.00 -0.50 0.0 120 321T 3 SU1 1.049 2.0 5. 6 7.00 2.00 0.0 100 321T 4 A01 1.049 3.5 5.6 7.00 0.00 0.0 100 32 5 A02 1.049 2.5 5.6 7.00 0.00 0.0 100 32 6 A03 1.380 6.8 A01 A02 0.00 0.00 0.0 100 321T 7 A03 1.380 2.4 SU1 0.00 0.00 0.0 100 321T 8 A04 1.049 1.8 5.6 7.00 0.00 0.0 100 32 9 A05 1.049 0.5 5.6 7.00 0.00 0.0 100 32 10 A07 1.049 3.5 DR1 0.00 0.00 0.0 120 32 11 A08 1.049 1.5 DR1 0.00 0.00 0.0 120 32 12 A09 1.049 6.1 A07 A08 0.00 0.00 0.0 120 322T 13 A010 1.049 2.4 DR1 0.00 0.00 0.0 120 321T 14 A012 1.049 1.0 DR1 0.00 0.00 0.0 120 321T 15 BL1 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 16 BL1 1.380 8.0 5.6 0.00 0.00 0.0 100 32 17 BL1 1.610 1.5 5.6 0.00 0.00 0.0 100 32 18 BL1 1.380 4.5 A03 0.00 0.00 0.0 100 32 19 BL1 1.610 5.8 5.6 0.00 0.00 0.0 100 32 20 BL2 1.049 6.0 5.6 7.00 0.00 0.0 100 32 21 BL2 1.380 2.0 5.6 0.00 0.00 0.0 100 32 22 BL3 1.049 8.0 5.6 7.00 0.00 0.0 100 32 23 BL3 1.380 8.0 5.6 0.00 0.00 0.0 100 32 24 BL3 1.610 2.0 5.6 0.00 0.00 0.0 100 32 25 BL4 1.049 8.0 5.6 7.00 0.00 0.0 100 32 26 BL4 1.380 6.0 5.6 0.00 0.00 0.0 100 32 27 BL4 1. 610 6.8 5.6 0.00 2.80 0.0 100 322E 28 BLS 1.049 6. 6 5.6 7.00 0.00 0.0 100 32 29 BLS 1.380 12. 6 5. 6 0.00 1.00 0.0 100 322E, 1T 30 BLS 1.610 6.0 A04 0.00 0.00 0.0 100 32 31 BL5 1.610 8.0 5.6 0.00 0.00 0.0 100 32 32 BLS 1.610 8.0 5.6 0.00 0.00 0.0 100 32 33 BL5 1.610 4.0 5. 6 0.00 0.00 0.0 100 32 34 BL6 1.049 6.6 5.6 7.00 0.00 0.0 100 32 35 BL6 1.380 12. 6 5.6 0.00 1.00 0.0 100 322E, 1T 36 BL6 1. 610 4.0 A05 0.00 0.00 0.0 100 32 37 BL7 1.049 8.0 5.6 7.00 0.00 0.0 100 32 38 BL7 1.380 8.0 5.6 0.00 0.00 0.0 100 32 39 BL7 1.610 8.0 5.6 0.00 0.00 0.0 100 32 40 BL7 1.610 6.0 5.6 0.00 0.00 0.0 100 32 41 BL7 2.067 37.6 5.6 0.00 0.50 0.0 100 322E 42 BL9 1.049 8.0 5.6 7.00 0.00 0.0 100 32 43 BL9 1.380 8.0 5.6 0.00 0.00 0.0 100 32 44 BL9 1.610 8.0 5.6 0.00 0.00 0.0 100 32 45 BL9 1.610 6.0 5.6 0.00 0.00 0.0 100 32 46 BL9 1.610 15. 6 5.6 0.00 0.50 0.0 100 322E 47 BL15 1.049 12.0 DR1 0.00 0.00 0.0 120 32 48 BL15 1.380 12.0 DR2 0.00 0.00 0.0 120 32 49 BL15 1.380 12.0 A09 0.00 0.00 0.0 120 321T EARL OFF 01/17/06 2:59pm Page 6 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 50 BL17 1.049 6.8 DR1 0.00 0.00 0.0 120 321E 51 BL17 1.380 6.0 DR2 0.00 0.00 0.0 120 32 52 BL17 1.380 8.0 A010 0.00 0.00 0.0 120 32 53 BL17 1.380 10.0 DR2 0.00 0.00 0.0 120 32 54 BL17 1.380 8.0 DR2 0.00 0.00 0.0 120 321T 55 BL25 1.049 10.7 DR1 0.00 0.00 0.0 120 32 56 BL25 1.380 10.7 DR2 0.00 0.00 0.0 120 32 57 BL25 1.380 9.3 DR2 0.00 0.00 0.0 120 32 58 BL25 1.380 16.7 DR2 0.00 0.00 0.0 120 321T 59 BL26 1.049 12.3 DR1 0.00 0.00 0.0 120 321E 60 BL26 1.380 9.3 DR2 0.00 0.00 0.0 120 32 61 BL26 1.380 8.0 DR2 0.00 0.00 0.0 120 32 62 BL26 1.380 8.7 A012 0.00 0.00 0.0 120 32 63 BL26 1.380 10.5 0.00 0.00 0.0 120 321T 64 BL27 1.049 10.7 DR1 0.00 0.00 0.0 120 32 65 BL27 1.380 12.6 DR2 0.00 0.00 0.0 120 322E 66 BL27 1.380 8.0 DR2 0.00 0.00 0.0 120 32 67 BL27 1.380 19.3 DR2 0.00 0.00 0.0 120 321T 68 PC27 1.000 1.0 BL27 3/4 0.00 0.00 0.0 120 32 69 RN1 2.067 2.3 BLl BL2 0.00 2.30 0.0 100 321T 70 RN3 1.610 6.8 BL3 0.00 6.80 0.0 100 321T 71 RN4 1.610 6.8 BL4 0.00 6.80 0.0 100 321T 72 RN5 2.067 4.3 BL5 BL6 0.00 4.30 0.0 100 321T 73 CMA 4.310 9.5 RN1 0.00 0.00 0.0 100 32 74 CMA 4.310 6.6 RN3 0.00 0.00 0.0 100 32 75 CMA 4.310 11.6 RN4 0.00 0.00 0.0 100 32 76 CMA 4.310 1.7 RN5 0.00 0.00 0.0 100 32 77 CMB 4.310 2.3 BL7 BL9 0.00 0.00 0.0 100 32 78 CMC 4.310 21. 6 CMA CMB 0.00 12.70 0.0 100 322VE, 1VT 79 CMD 2.067 7.5 BL15 0.00 0.00 0.0 120 32 80 CMD 2.067 53.3 BL17 0.00 11.50 0.0 120 323VE 81 CME 2.067 6.4 BL25 0.00 0.00 0.0 120 32 82 CME 2.067 11.0 BL26 0.00 0.00 0.0 120 324E 83 CME 2.067 15.5 PC27 0.00 0.00 0.0 120 32 84 CMF 2.067 4.5 CMD CME 0.00 0.00 0.0 120 321VT 85 RIl 2.469 7.0 CMF 0.00 5.00 0.0 120 321VE, 1VT, 1BV 86 RI2 4.310 5.0 CMC 0.00 5.00 0.0 100 321VE, 1DPV, IBV 87 RI3 4.310 3.0 RIl RI2 0.00 0.00 0.0 120 322VE 88 RI4 4.310 4.0 RI3 -6 0.00 0.00 0.0 120 321VE, 1BKF 89 UG 6.340 120.0 RI4 0.00 8.00 0.0 140 321UE, lUT1, 1GV 90 UG 6.340 0.0 0.00 0.00 100.0 140 32 EARL OFF O1/17/06 2:59pm Page 7 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 100 A 2.0 PT 7.00 3 14.8=5.60 (7.00)^.5 F 3.6 PE 0.87 (EL= 2.00 ft) 3 14.8 1.05 1T T 5.6 0.10467 PF 0.58 5.50 PT 8.45 7 Bl Jct K-factor for stub up 1 = 14.8/ (8.45) ^.5 = 5.09 Arm-over 1 C = 100 A 3.5 PT 7.00 4 14.8=5.60(7.00)^.5 F 0.0 PE 0.00 4 14.8 1.05 T 3.5 0.10467 PF 0.37 5.50 PT 7.37 6 B1 Jct K-factor for arm-over 1 = 14.8/ (7.37) ^.5 = 5.45 Arm-over 2 C = 100 A 2.5 PT 7.00 5 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 5 14.8 1.05 T 2.5 0.10467 PF 0.26 5.50 PT 7.26 6 B1 Jct K-factor for arm-over 2 = 14.8/ (7.26) ^.5 = 5.49 Arm-over 3 C = 100 ______= K=10.95=5.46+5.49 A 6.8 PT 7.37 6 AO1 + AO2 29.7=10.95(7.37) A.5 F 4.3 PE 0.00 6 29.7 1.38 1T T 11.1 0.09970 PF 1.10 6.37 A 2.4 PT 8.47 7 SUl 14.8=5.09(8.47) ^.5 F 4.3 PE 0.00 7 44.5 1.38 1T T 6.7 0.21079 PF 1.41 9.55 PT 9.88 18 B1 Jct K-factor for arm-over 3 = 44.5/ (9.88) ^.5 = 14.16 Arm-over 4 C = 100 A 1.8 PT 7.00 8 14.8=5.60(7.00) ^.5 F 0.0 PE 0.00 8 14.8 1.05 T 1.8 0.10467 PF 0.19 5.50 PT 7.19 30 B1 Jct K-factor for arm-over 4 = 14.8/ (7.19) ^.5 = 5.52 EARL OFF 01/17/06 2:59pm Page 8 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm-over 5 C = 100 A 0.5 PT 7.00 9 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 9 14.8 1.05 T 0.5 0.10467 PF 0.05 5.50 PT 7.05 36 B1 Jct K-factor for arm-over 5 = 14.8/ (7.05) ^.5 = 5.57 EARL OFF O1/17/06 2:59pm Page 9 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 18) C = 100 A 8.0 PT 7.85 15 End head 15.7=5.60 (7.85) ^.5 F 0.0 PE 0.00 15 15.7 1.05 T 8.0 0.11634 PF 0.93 5.82 A 8.0 PT 8.78 16 16.6=5.60 (8 .78) ^.5 F 0.0 PE 0.00 16 32.3 1.38 T 8.0 0.11626 PF 0.93 6.92 A 1.5 PT 9.71 17 17.5=5.60 (9.71) ^.5 F 0.0 PE 0.00 17 49.7 1.61 T 1.5 0.12207 PF 0.18 7.84 A 4.5 PT 9.89 18 AO3 44.5=14.16 (9.89) ^.5 F 0.0 PE 0.00 18 94.3 1.38 T 4.5 0.84410 PF 3.80 20.22 A 5.8 PT 13.69 19 20.7=5.60 (13.69) ^.5 F 0.0 PE 0.00 19 115.0 1.61 T 5.8 0.57546 PF 3.34 18.12 PT 17.03 69 Riser Nipple Jct K-factor for branchline no. 1 = 115.0/ (17.03) ^.5 = 27.87 Branchline No. 2 C = 100 A 6.0 PT 7.00 20 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 20 14.8 1.05 T 6.0 0.10467 PF 0.63 5.50 A 2.0 PT 7.63 21 15.5=5.60 (7.63) ^.5 F 0.0 PE 0.00 21 30.3 1.38 T 2.0 0.10331 PF 0.21 6.50 PT 7.83 69 Riser Nipple Jct K-factor for branchline no. 2 = 30.3/ (7.83) ^.5 = 10.83 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 100 ______= K=38.69=27.86+10.83 A 2.3 PT 17.03 69 BL1 + BL2 159.7=38.69 (17.03) ^.5 F 7.1 PE 1.00 (EL= 2.30 ft) 69 159.7 2.07 1T T 9.4 0.31288 PF 2.95 15.27 PT 20.98 73 Cross main Jct K-factor for riser nipple = 159.7/ (20.98) ^.5 = 34.87 EARL OFF O1/17/06 2: 59pm Page 10 ` Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 100 A 8.0 PT 7.00 22 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 22 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 23 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 23 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 2.0 PT 8.67 24 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 24 47.0 1.61 T 2.0 0.10991 PF 0.22 7.40 PT 8.89 70 Riser Nipple Jct K-factor for branchline no. 3 = 47.0/ (8.89) ^.5 = 15.76 Riser Nipple (Top of RN =Branchline 3) C = 100 A 6.8 PT 8.89 70 BL3 47.0=15.76 (8.89) ^.S F 5.7 PE 2.94 (EL= 6.80 ft) 70 47.0 1. 61 1T T 12.5 0.10997 PF 1.38 7.41 PT 13.21 74 Cross main Jct K-factor for riser nipple = 47.0/ (13.21) ^.5 = 12.93 Branchline No. 4 C = 100 A 8.0 PT 7.00 25 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 25 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 6.0 PT 7.84 26 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 26 30.5 1.38 T 6.0 0.10464 PF 0.63 6.54 A 6.8 PT 8.47 27 16.3=5.60 (8.47) ^.5 F 5.7 PE 1.21 (EL= 2.80 ft) 27 46.8 1.61 2E T 12.5 0.10905 PF 1.36 7.37 PT 11.04 71 Riser Nipple Jct K-factor for branchline no. 4 = 46.8/ (11.04) ^.5 = 14.08 Riser Nipple (Top of RN =Branchline 4) C = 100 A 6.8 PT 11.04 71 BL4 46.8=14.08 (11.04) ^.5 F 5.7 PE 2.94 (EL= 6.80 ft) 71 46.8 1.61 1T T 12.5 0.10911 PF 1.36 7.38 PT 15.35 75 Cross main Jct K-factor for riser nipple = 46.8/ (15.35) ^.5 = 11.94 EARL OFF O1/17/06 2:59pm Page 11 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area 41 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 100 A 6.6 PT 7.00 28 End head 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 28 14.8 1.05 T 6.6 0.10467 PF 0. 69 5.50 A 12.6 PT 7. 69 29 15.5=5.60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 29 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 6.0 PT 10.32 30 AO4 17.7=5.52 (10.32) ^.5 F 0.0 PE 0.00 30 48.1 1.61 T 6.0 0.11468 PF 0.69 7.58 A 8.0 PT 11.01 31 18.6=5. 60 (11.01) ^.5 F 0.0 PE 0.00 31 66.7 1.61 T 8.0 0.20990 PF 1.68 10.50 A 8.0 PT 12.69 32 20.0=5. 60 (12. 69) ^.5 F 0.0 PE 0.00 32 86.6 1.61 T 8.0 0.34066 PF 2.73 13.65 A 4.0 PT 15.41 33 22.0=5. 60 (15.41) ^.5 F 0.0 PE 0.00 33 108.6 1. 61 T 4.0 0.51770 PF 2.07 17.11 PT 17.48 72 Riser Nipple Jct K-factor for branchline no. 5 = 108.6/ (17.48) ^.5 = 25.97 Branchline No. 6 C = 100 A 6.6 PT 7.00 34 End head 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 34 14.8 1.05 T 6. 6 0.10467 PF 0. 69 5.50 A 12. 6 PT 7.69 35 15.5=5. 60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 35 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 4.0 PT 10.32 36 AO5 17.9=5.57 (10.32) ^.5 F 0.0 PE 0.00 36 48.3 1. 61 T 4.0 0.11544 PF 0.46 7.60 PT 10.78 72 Riser Nipple Jct K-factor for Branchline no. 6 = 48.3/ (10.78) ^.5 = 14.71 Riser Nipple (Top of RN =Branchline 5 + Branchline 6) C = 100 ______= K=40. 68=25.97+14.71 A 4.3 PT 17.48 72 BLS + BL6 170.1=40.68 (17.48) ^.5 F 7.1 PE 1.86 (EL= 4.30 ft) 72 170.1 2.07 1T T 11 .4 0.35178 PF 4.02 16.26 PT 23.37 76 Cross main Jct K-factor for riser nipple = 170.1/ (23.37) ^.5 = 35.19 EARL OFF 01/17/06 2: 59pm Page 12 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 7 C = 100 A 8.0 PT 7.00 37 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 37 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 38 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 38 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8. 67 39 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 39 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 40 17.3=5.60 (9.55) ^.5 F 0.0 PE 0.00 40 64.3 1. 61 T 6.0 0.19635 PF 1.18 10.13 A 37.6 PT 10.73 41 18.4=5.60 (10.73) ^.5 F 7.1 PE 0.22 (EL= 0.50 ft) 41 82.7 2.07 2E T 44.7 0.09252 PF 4.14 7.90 PT 15.09 77 Cross main Jct K-factor for branchline no. 7 = 82.7/ (15.09) ^.5 = 21.29 Branchline No. 9 C = 100 A 8.0 PT 7.00 42 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 42 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 43 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 43 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8.67 44 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 44 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 45 17.3=5.60 (9.55) ^ .5 F 0.0 PE 0.00 45 64.3 1.61 T 6.0 0.19635 PF 1.18 10.13 A 15.6 PT 10.73 46 18.4=5.60 (10.73) ^.5 F 5.7 PE 0.22 (EL= 0.50 ft) 46 82.7 1.61 2E T 21.3 0.31240 PF 6.66 13.02 PT 17.61 77 Cross main Jct K-factor for branchline no. 9 = 82.7/ (17.61) ^.5 = 19.71 EARL OFF O1/17/06 2:59pm Page 13 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginning pressure increased due to Hyd Ref Pt 76) C = 100 A 9.5 PT 22.87 73 RN#69 166.8=34.87 (22.87) ^.5 F 0.0 PE 0.00 73 166.8 4.31 T 9.5 0.00947 PF 0.09 3.67 A 6.6 PT 22.96 74 RN#70 62.0=12.93 (22.96) ^.5 F 0.0 PE 0.00 74 228.7 4.31 T 6.6 0.01698 PF 0.11 5.03 A 11.6 PT 23.08 75 RN#71 57.4=11.94 (23.08) ^.5 F 0.0 PE 0.00 75 286.1 4.31 T 11.6 0.02569 PF 0.30 6.29 A 1.7 PT 23.37 76 RN#72 170.1=35.19(23.37) ^.5 F 0.0 PE 0.00 76 456.2 4.31 T 1.7 0.06092 PF 0.10 10.03 PT 23.48 78 Cross main Jct K-factor for Cross main A = 456.2/ (23.48) ^.5 = 94.15 Cross main B C = 100 ______= K=41.00=21.29+19.71 A 2.3 PT 17.61 77 BL7 + BL9 172.0=41.00 (17.61) ^.5 F 0.0 PE 0.00 77 172.0 4.31 T 2.3 0.01003 PF 0.02 3.78 PT 17.63 78 Cross main Jct K-factor for Cross main B = 172.0/ (17.63) ^.5 = 40.97 Cross main C C = 100 ______= K=135.12=94.15+40.97A 21.6 PT 23.48 78 CM A + CM B 654.7=135.12 (23.48) ^.5 F 30.0 PE 5.50 (EL= 12.70 ft) 78 654.7 4.31 2VE 1VT T 51.6 0.11882 PF 6.14 14.40 PT 35.11 86 Top of Riser K-factor for Cross main C = 654.7/ (35.11) ^.5 = 110.49 EARL-OFF O1/17/06 2:59pm Page 14 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 2 C = 100 A 5.0 PT 35.11 86 CM C F 46.5 PE 2.17 (EL= 5.00 ft) 86 654.7 4.31 1VE 1DPV T 51.5 0.11883 PF 6.11 14.40 1BV PT 43.39 87 B.O.R. K-factor for Riser 2 = 654.7/ (43.39)^.5 = 99.39 Riser 3 C = 120 A 3.0 PT 43.39 87 RI1 654.7=99.39 (43.39) ^.5 F 18.7 PE 0.00 87 654.7 4.31 2VE T 21.7 0.08481 PF 1.84 14.40 PT 45.23 88 B.O.R. K-factor for Riser 3 = 654.7/ (45.23) ^.5 = 97.35 Riser 4 C = 120 A 4.0 PT 45.23 88 Top of Riser F 9.3 PE 0.00 88 654.7 4.31 1VE 1BKF T 13.3 0.08481 PF 7.13 14.40 1BKF = 6.00# PT 52.36 89 B.O.R. Under ground C = 140 A 120.0 PT 52.36 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 654.7 6.34 lUE IUTl T 152.0 0.00973 PF 1.48 6.65 1GV A 0.0 PT 57.31 90 100.0 gpm = Hose F 0.0 PE 0.00 90 754.7 6.34 T 0.0 0.00000 PF 0.00 7.67 PT 57.31 91 Supply Jct Available flow at 57.31 psi is 1807.9 gpm which is 1053.2 gpm from curve. Supply pressure available with 754.7 gpm flowing is 94.72 psi, thus system requirement is 37.41 psi below supply curve. (39.5%) EARL OFF 01/17/06 3:04pm Page 15 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5. 60 (7. 00) ^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 10 Bl Jct K-factor for drop 1 = 14.8/ (6.97) A.5 = 5.61 at Hyd Ref Pts 10 11 13 47 50 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60(7.00) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7.19 48 B1 Jct K-factor for drop 2 = 14.8/ (7.19) ^.5 = 5.52 at Hyd Ref Pts 48 51 53 54 Arm-over 7 C = 120 A 3.5 PT 6.97 10 DRl 14.8=5.61 (6.97) A.5 F 0.0 PE 0.00 10 14.8 1.05 T 3.5 0.07455 PF 0.26 5.49 PT 7.23 12 Bl Jct K-factor for arm-over 7 = 14.8/ (7.23) A.5 = 5.50 Arm-over 8 C = 120 A 1.5 PT 6.97 11 DR1 14.8=5.61 (6.97)A.5 F 0.0 PE 0.00 11 14.8 1.05 T 1.5 0.07455 PF 0.11 5.49 PT 7.08 12 B1 Jct K-factor for arm-over 8 = 14.8/ (7.08)^.5 = 5.56 Arm-over 9 C = 120 ______= K=11.07=5.51+5.56 A 6.1 PT 7.23 12 A07 + A08 29.8=11.07 (7.23) A.5 F 10.0 PE 0.00 12 29.8 1.05 2T T 16.1 0.27137 PF 4.37 11.05 PT 11.60 49 B1 Jct K-factor for arm-over 9 = 29.8/ (11 . 60) ^.5 = 8.75 Arm-over 10 C = 120 A 2 .4 PT 6.97 13 DR1 14.8=5.61 (6.97)A.5 F 5.0 PE 0.00 13 14.8 1.05 1T T 7 .4 0.07455 PF 0.55 5.49 PT 7.52 52 B1 Jct K-factor for arm-over 10 = 14.8/ (7.52) ^.5 = 5.40 EARL OFF O1/17/06 3:04pm Page 16 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area 42 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 15 (Beginning pressure increased due to Hyd Ref Pt 49) C = 120 A 12.0 PT 9.29 47 DR1 17.1=5.61 (9.29) ^.5 F 0.0 PE 0.00 47 17.1 1.05 T 12.0 0.09724 PF 1.17 6.34 A 12.0 PT 10.46 48 DR2 17.9=5.52 (10.46) ^.5 F 0.0 PE 0.00 48 34. 9 1.38 T 12.0 0.09601 PF 1.15 7.49 A 12.0 PT 11 .61 49 AO9 29.8=8.75 (11.61) ^.5 F 6.0 PE 0.00 49 64.7 1.38 1T T 18.0 0.30068 PF 5.41 13.89 PT 17.02 79 Cross main Jct K-factor for branchline no. 15 = 64.7/ (17.02) ^.5 = 15.68 Branchline No. 17 C = 120 A 6.8 PT 6.97 50 DR1 14.8=5.61 (6.97) ^.5 F 2.0 PE 0.00 50 14. 8 1.05 lE T 8.8 0.07455 PF 0.66 5.49 A 6.0 PT 7.63 51 DR2 15.2=5.52 (7.63) ^.5 F 0.0 PE 0.00 51 30. 0 1.38 T 6.0 0.07263 PF 0.44 6.44 A 8.0 PT 8.06 52 AO10 15.3=5.40 (8.06) ^.5 F 0.0 PE 0.00 52 45.4 1.38 T 8.0 0.15570 PF 1.25 9.73 A 10.0 PT 9.31 53 DR2 16. 8=5.52 (9.31) ^.5 F 0.0 PE 0.00 53 62.2 1.38 T 10.0 0.27917 PF 2.79 13.34 A 8.0 PT 12.10 54 DR2 19.2=5.52 (12.10) ^.5 F 6.0 PE 0.00 54 81.4 1.38 1T T 14.0 0.45916 PF 6.43 17.46 PT 18.53 80 Cross main Jct K-factor for branchline no. 17 = 81.4/ (18.53) ^.5 = 18.91 EARL OFF O1/17/06 3:04pm Page 17 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area ft2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main D (Beginning pressure increased due to Hyd Ref Pt 80) C = 120 A 7.5 PT 18.20 79 BL15 66.9=15.68 (18.20) ^.5 F 0.0 PE 0.00 79 66.9 2.07 T 7.5 0.04467 PF 0.34 6.40 A 53.3 PT 18.54 80 BL17 81.4=18.91 (18.54) ^.5 F 10.2 PE 4.98 (EL= 11.50 ft) 80 148.3 2.07 WE T 63.5 0.19485 PF 12.37 14.18 PT 35.89 84 Cross main Jct K-factor for Cross main D = 148.3/ (35.89) ^.5 = 24.75 Cross main F C = 120 A 4.5 PT 35.89 84 CM D + CM E 148.3=24.75 (35.89) ^.5 F 8.6 PE 0.00 84 148.3 2.07 1VT T 13.1 0.19479 PF 2.55 14.18 PT 38.44 85 Top of Riser K-factor for Cross main F = 148.3/ (38.44) ^.5 = 23.92 EARL OFF 01/17/06 3:04pm Page 18 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 38.44 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 148.3 2.47 1VE 1VT T 28.4 0.08198 PF 2.33 9.94 1BV PT 42.93 87 B.O.R. K-factor for Riser 1 = 148.3/ (42.93) ^.5 = 22.63 Riser 3 C = 120 A 3.0 PT 42.93 87 RI1 148.3=22. 63 (42.93) ^.5 F 18.7 PE 0.00 87 148.3 4.31 2VE T 21.7 0.00544 PF 0.12 3.26 PT 43.05 88 B.O.R. K-factor for Riser 3 = 148.3/ (43.05) ^.5 = 22.60 Riser 4 C = 120 A 4.0 PT 43.05 88 Top of Riser F 9.3 PE 0.00 88 148.3 4.31 1VE IBKF T 13.3 0.00544 PF 6.07 3.26 1BKF = 6.00# PT 49.12 89 B.O.R. Under ground C = 140 A 120.0 PT 49.13 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 148.3 6.34 lUE 1UT1 T 152.0 0.00062 PF 0.09 1.51 1GV A 0.0 PT 52.68 90 100.0 gpm = Hose F 0.0 PE 0.00 90 248.3 6.34 T 0.0 0.00000 PF 0.00 2.52 PT 52.68 91 Supply Jct Available flow at 52.68 psi is 1902.7 gpm which is 1654.4 gpm from curve. Supply pressure available with 248.3 gpm flowing is 102.81 psi, thus system requirement is 50.13 psi below supply curve. (48.80) EARL-OFF 01/17/06 3:05pm Page 19 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60 (7.00)^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 14 B1 Jct K-factor for drop 1 = 14.8/ (6.97)^.5 = 5.61 at Hyd Ref Pts 14 55 59 64 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60(7.00)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7.19 56 B1 Jct K-factor for drop 2 = 14.8/ (7.19)^.5 = 5.52 at Hyd Ref Pts 56 57 58 60 61 65 66 67 Arm-over 12 C = 120 A 1.0 PT 6.97 14 DR1 14.8=5.61 (6.97) ^.5 F 5.0 PE 0.00 14 14.8 1.05 1T T 6.0 0.07455 PF 0.45 5.49 PT 7.42 62 B1 Jct K-factor for arm-over 12 = 14.8/ (7.42) ^.5 = 5.43 EARL-OFF O1/17/06 3:05pm Page 20 fo Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 25 C = 120 A 10.7 PT 6.97 55 DR1 14.8=5.61 (6.97)^.5 F 0.0 PE 0.00 55 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 10.7 PT 7.77 56 DR2 15.4=5.52 (7.77)^.5 F 0.0 PE 0.00 56 30.2 1.38 T 10.7 0.07326 PF 0.78 6.47 A 9.3 PT 8.55 57 DR2 16.1=5.52 (8.55)^.5 F 0.0 PE 0.00 57 46.3 1.38 T 9.3 0.16181 PF 1.50 9.93 A 16.7 PT 10.06 58 DR2 17.5=5.52 (10.06) ^.5 F 6.0 PE 0.00 58 63.8 1.38 1T T 22.7 0.29276 PF 6.65 13.69 PT 16.70 81 Cross main Jct K-factor for branchline no. 25 = 63.8/ (16.70) ^.5 = 15.61 Branchline No. 26 C = 120 A 12.3 PT 6.97 59 DR1 14.8=5.61 (6.97) ^.5 F 2.0 PE 0.00 59 14.8 1.05 lE T 14.3 0.07455 PF 1.07 5.49 A 9.3 PT 8.04 60 DR2 15.7=5.52 (8.04)^.5 F 0.0 PE 0.00 60 30.5 1.38 T 9.3 0.07445 PF 0.69 6.53 A 8.0 PT 8.73 61 DR2 16.3=5.52 (8.73) ^.5 F 0.0 PE 0.00 61 46.8 1.38 T 8.0 0.16460 PF 1.32 10.03 A 8.7 PT 10.05 62 AO12 17.2=5.43 (10.05) ^.5 F 0.0 PE 0.00 62 64.0 1.38 T 8.7 0.29407 PF 2.56 13.72 A 10.5 PT 12.60 63 F 6.0 PE 0.00 63 64.0 1.38 1T T 16.5 0.29407 PF 4.85 13.72 PT 17.46 82 Cross main Jct K-factor for branchline no. 26 = 64.0/ (17.46) ^.5 = 15.32 r EARL OFF 01/17/06 3: 05pm Page 21 lb Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 27 C = 120 A 10.7 PT 6.97 64 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 64 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 12.6 PT 7.77 65 DR2 15.4=5.52 (7.77) ^.5 F 6.0 PE 0.00 65 30.2 1.38 2E T 18.6 0.07326 PF 1.36 6.47 A 8.0 PT 9.13 66 DR2 16.7=5.52 (9.13) ^.5 F 0.0 PE 0.00 66 46.9 1.38 T 8.0 0.16530 PF 1.32 10.05 A 19.3 PT 10.45 67 DR2 17.8=5.52 (10.45) ^.5 F 6.0 PE 0.00 67 64.7 1.38 1T T 25.3 0.30026 PF 7. 60 13.88 PT 18.05 83 Cross main Jct K-factor for branchline no. 27 = 64.7/ (18.05) ^.5 = 15.23 EARL OFF 01/17/06 3: 05pm Page 22 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main E (Beginning pressure increased due to Hyd Ref Pt 82) C = 120 A 6.4 PT 17.19 81 BL25 64.7=15.61 (17.19) ^.5 F 0.0 PE 0.00 81 64.7 2.07 T 6.4 0.04202 PF 0.27 6.19 A 11.0 PT 17.46 82 BL26 64.0=15.32 (17.46) ^ .5 F 20.0 PE 0.00 82 128.7 2.07 4E T 31.0 0.14992 PF 4.65 12.31 A 15.5 PT 22.11 83 3/4*BL27 53.7=11.42 (22.11) ^.5 F 0.0 PE 0.00 83 182.4 2.07 T 15.5 0.28576 PF 4.43 17.44 PT 26.54 84 Cross main Jct K-factor for Cross main E = 182.4/ (26.54) ^.5 = 35.41 Cross main F C = 120 A 4.5 PT 26.54 84 CM D + CM E 182.4=35.41 (26.54) ^.5 F 8.6 PE 0.00 84 182.4 2.07 . 1VT T 13.1 0.28565 PF 3.74 17.44 PT 30.28 85 Top of Riser K-factor for Cross main F = 162.4/ (30.28)^.5 = 33.15 EARL OFF O1/17/06 3:OSpm Page 23 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area 43 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 30.28 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 182.4 2.47 1VE 1VT T 28.4 0.12022 PF 3.41 12.22 1BV PT 35.86 87 B.O.R. K-factor for Riser 1 = 182.4/ (35.86) ^.5 = 30.46 Riser 3 C = 120 A 3.0 PT 35.86 87 RIl 182.4=30.46 (35.86) ^.5 F 18.7 PE 0.00 87 182.4 4.31 2VE T 21.7 0.00797 PF 0.17 4.01 PT 36.03 88 B.O.R. K-factor for Riser 3 = 182.4/ (36.03)^.S = 30.39 Riser 4 C = 120 A 4.0 PT 36.03 88 Top of Riser F 9.3 PE 0.00 88 182.4 4.31 1VE 1BKF T 13.3 0.00797 PF 6.11 4.01 1BKF = 6.00# PT 42.14 89 B.O.R. Under ground C = 140 A 120.0 PT 42.14 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 182.4 6.34 lUE 1UT1 T 152.0 0.00092 PF 0.14 1.85 1GV A 0.0 PT 45.74 90 100.0 gpm = Hose F 0.0 PE 0.00 90 282.4 6.34 T 0.0 0.00000 PF 0.00 2.87 PT 45.74 91 Supply Jct Available flow at 45.74 psi is 2037.7 gpm which is 1755.3 gpm from curve. Supply pressure available with 282.4 gpm flowing is 102.49 psi, thus system requirement is 56.75 psi below supply curve. (55.40) Page 1 i Fox Fire Prevention P.O. BOX 594 PORT ORCHARD, WA., 98366 Date 01/17/06 Job: EARL OFF PROJECT INFORMATION Job EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA ------------------------------------------------------------------------- Occupancy_ _ _ _ _ _ _ _ _ _ _ _ LIGHT HAZARD Density_ _ _ _ _ _ _ _ _ _ _ _ _ 0.10 gpm/sq.ft. Authority having Jurisdiction_ _ MASON COUNTY Hose 100.0 gpm Outside Hose System type Wet Water Supply 104.00 psi Static, 85.00 psi Residual @ 1112.0 gpm Sprinklers 5.6K 1/211NPT ------------------------------------------------------------------------ CALCULATION SUMMARY Demand 52.36 psi @ 654.7 gpm @ B.O.R. 57.31 psi @ 754.7 gpm @ Supply 94.72 psi available @ 754.7 gpm Demand is below curve by 37.41 psi for Remote Area 1 ------------------------------------------------------------------------ Notes: RA#1 DRY SYSTEM ATTIC SPACE 2535SQFT 34 HEADS PGS 7-14 RA#2 WET SYSTEM 2ND FLOOR 900SQFT 9 HEADS PGS 15-18 RA#3 WET SYSTEM 1ST FLOOR 900SQFT 11 HEADS PGS 19-23 PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 a Water Availability Curve m 110 a 100- 90 70 ; Fn a. 60 ---------- ------------------------- d N a` 50 . ---- --- -------•------- ' ------------- --------------- ---------------�• , 40 + -------- ---'t---------------------+------------------•------;------------------------------;----------------------- 30 20 t----•-------- -- - . 10 150 360 450 600 750 900 1650 1200 1350 1500 Flow(GPM) ■ Static=104 psi. ❑ Demand at BOR=52.36 psi with 654.7 gpm flowing. ■ Residual=85 psi at a flow of 1112 gpm. ❑System demand=57.31 psi with 754.7 gpm flowing. Pressure available=94.72 psi when 754.7 gpm is flowing. Demand is below curve by 37.41 psi (39.50%). 1 � Page 3 Fox Fire Prevention Description of Fitting abbreviations Code Description ----------------------------------------------------------------- T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor BV Butterfly valve DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description ----------------------------------------------------------------- AO Arm-over DR Drop SU Stub-Up BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length EARL OFF O1/17/06 2:59pm Page 4 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. Remote area number 1 includes nodes: 3-9 15-46 69-78 86-90 Remote area number 2 includes nodes: 1 2 10-13 47-54 79 80 84 85 87-90 Remote area number 3 includes nodes: 1 2 14 55-68 81-85 87-90 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below RA Node Flow Press Flow Press Press Curve ------------------- -- ---- ------- ------ -------- ------- 1 30 14.8 7.19 754.7 57.31 94.72 37.41 2 48 14.8 7.19 248.3 52.68 102.81 50.13 3 62 14.8 7.42 282.4 45.74 102.49 56.75 Most demanding Remote Area is area number 1 EARL OFF O1/17/06 2:59pm Page 5 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 0.5 5.6 7.00 -0.50 0.0 120 321E 2 DR2 1.049 0.5 5.6 7.00 -0.50 0.0 120 321T 3 SU1 1.049 2.0 5. 6 7.00 2.00 0.0 100 321T 4 AO1 1.049 3.5 5. 6 7.00 0.00 0.0 100 32 5 AO2 1.049 2.5 5. 6 7.00 0.00 0.0 100 32 6 AO3 1.380 6.8 AO1 AO2 0.00 0.00 0.0 100 321T 7 AO3 1.380 2.4 SU1 0.00 0.00 0.0 100 321T 8 AO4 1.049 1.8 5. 6 7.00 0.00 0.0 100 32 9 AO5 1.049 0.5 5. 6 7.00 0.00 0.0 100 32 10 AO7 1.049 3.5 DR1 0.00 0.00 0.0 120 32 11 AO8 1.049 1.5 DR1 0.00 0.00 0.0 120 32 12 AO9 1.049 6.1 AO7 AO8 0.00 0.00 0.0 120 322T 13 AO10 1.049 2.4 DR1 0.00 0.00 0.0 120 321T 14 AO12 1.049 1.0 DR1 0.00 0.00 0.0 120 321T 15 BL1 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 16 BL1 1.380 8.0 5. 6 0.00 0.00 0.0 100 32 17 BL1 1.610 1.5 5. 6 0.00 0.00 0.0 100 32 18 BL1 1.380 4.5 AO3 0.00 0.00 0.0 100 32 19 BL1 1.610 5.8 5. 6 0.00 0.00 0.0 100 32 20 BL2 1.049 6.0 5. 6 7.00 0.00 0.0 100 32 21 BL2 1.380 2.0 5. 6 0.00 0.00 0.0 100 32 22 BL3 1.049 8.0 5.6 7.00 0.00 0.0 100 32 23 BL3 1.380 8.0 5. 6 0.00 0.00 0.0 100 32 24 BL3 1.610 2.0 5.6 0.00 0.00 0.0 100 32 25 BL4 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 26 BL4 1.380 6.0 5.6 0.00 0.00 0.0 100 32 27 BL4 1.610 6.8 5. 6 0.00 2.80 0.0 100 322E 28 BLS 1.049 6.6 5.6 7.00 0.00 0.0 100 32 29 BL5 1.380 12.6 5. 6 0.00 1.00 0.0 100 322E, 1T 30 BL5 1.610 6.0 AO4 0.00 0.00 0.0 100 32 31 BL5 1.610 8.0 5. 6 0.00 0.00 0.0 100 32 32 BL5 1.610 8.0 5.6 0.00 0.00 0.0 100 32 33 BL5 1. 610 4.0 5. 6 0.00 0.00 0.0 100 32 34 BL6 1.049 6.6 5. 6 7.00 0.00 0.0 100 32 35 BL6 1.380 12. 6 5. 6 0.00 1.00 0.0 100 322E, 1T 36 BL6 1.610 4.0 AO5 0.00 0.00 0.0 100 32 37 BL7 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 38 BL7 1.380 8.0 5. 6 0.00 0.00 0.0 100 32 39 BL7 1.610 8.0 5. 6 0.00 0.00 0.0 100 32 40 BL7 1.610 6.0 5. 6 0.00 0.00 0.0 100 32 41 BL7 2.067 37.6 5. 6 0.00 0.50 0.0 100 322E 42 BL9 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 43 BL9 1.380 8.0 5. 6 0.00 0.00 0.0 100 32 44 BL9 1.610 8.0 5. 6 0.00 0.00 0.0 100 32 45 BL9 1.610 6.0 5. 6 0.00 0.00 0.0 100 32 46 BL9 1.610 15. 6 5. 6 0.00 0.50 0.0 100 322E 47 BL15 1. 049 12.0 DR1 0.00 0.00 0.0 120 32 48 BL15 1.380 12.0 DR2 0.00 0.00 0.0 120 32 49 BL15 1.380 12.0 AO9 0.00 0.00 0.0 120 321T EARL OFF 01/17/06 2:59pm Page 6 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 50 BL17 1.049 6.8 DR1 0.00 0.00 0.0 120 321E 51 BL17 1.380 6.0 DR2 0.00 0.00 0.0 120 32 52 BL17 1.380 8.0 A010 0.00 0. 00 0.0 120 32 53 BL17 1.380 10.0 DR2 0.00 0.00 0.0 120 32 54 BL17 1.380 8.0 DR2 0.00 0.00 0.0 120 321T 55 BL25 1.049 10.7 DR1 0.00 0.00 0.0 120 32 56 BL25 1.380 10.7 DR2 0.00 0.00 0.0 120 32 57 BL25 1.380 9.3 DR2 0.00 0.00 0.0 120 32 58 BL25 1.380 16.7 DR2 0.00 0.00 0.0 120 321T 59 BL26 1.049 12.3 DR1 0.00 0.00 0.0 120 321E 60 BL26 1.380 9.3 DR2 0.00 0.00 0.0 120 32 61 BL26 1.380 8.0 DR2 0.00 0.00 0.0 120 32 62 BL26 1.380 8.7 A012 0.00 0.00 0.0 120 32 63 BL26 1.380 10.5 0.00 0.00 0.0 120 321T 64 BL27 1.049 10.7 DR1 0.00 0.00 0.0 120 32 65 BL27 1.380 12. 6 DR2 0.00 0.00 0.0 120 322E 66 BL27 1.380 8.0 DR2 0.00 0.00 0.0 120 32 67 BL27 1.380 19.3 DR2 0.00 0.00 0.0 120 321T 68 PC27 1.000 1.0 BL27 3/4 0.00 0.00 0.0 120 32 69 RN1 2.067 2.3 BL1 BL2 0.00 2.30 0.0 100 321T 70 RN3 1. 610 6.8 BL3 0.00 6.80 0.0 100 321T 71 RN4 1.610 6.8 BL4 0.00 6.80 0.0 100 321T 72 RN5 2.067 4.3 BL5 BL6 0.00 4.30 0.0 100 321T 73 CMA 4.310 9.5 RN1 0.00 0.00 0.0 100 32 74 CMA 4.310 6.6 RN3 0.00 0.00 0.0 100 32 75 CMA 4.310 11.6 RN4 0.00 0.00 0.0 100 32 76 CMA 4.310 1.7 RN5 0.00 0.00 0.0 100 32 77 CMB 4.310 2.3 BL7 BL9 0.00 0.00 0.0 100 32 78 CMC 4.310 21. 6 CMA CMB 0.00 12.70 0.0 100 322VE, 1VT 79 CMD 2.067 7.5 BL15 0.00 0.00 0.0 120 32 80 CMD 2.067 53.3 BL17 0.00 11.50 0.0 120 323VE 81 CME 2.067 6.4 BL25 0.00 0.00 0.0 120 32 82 CME 2.067 11.0 BL26 0.00 0.00 0.0 120 324E 83 CME 2.067 15.5 PC27 0.00 0.00 0.0 120 32 84 CMF 2.067 4.5 CMD CME 0.00 0.00 0.0 120 321VT 85 RI1 2.469 7.0 CMF 0.00 5.00 0.0 120 321VE, 1VT, 1BV 86 RI2 4.310 5.0 CMC 0.00 5.00 0.0 100 321VE, 1DPV, IBV 87 RI3 4.310 3.0 RI1 RI2 0.00 0.00 0.0 120 322VE 88 RI4 4.310 4.0 RI3 -6 0.00 0.00 0.0 120 321VE, 1BKF 89 UG 6.340 120.0 RI4 0.00 8.00 0.0 140 321UE, lUT1, 1GV 90 UG 6.340 0.0 0.00 0.00 100.0 140 32 EARL OFF 01/17/06 2:59pm Page 7 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 100 A 2 .0 PT 7.00 3 14.8=5.60 (7.00) ^ .5 F 3. 6 PE 0.87 (EL= 2 .00 ft) 3 14.8 1.05 1T T 5.6 0.10467 PF 0.58 5.50 PT 8.45 7 Bl Jct K-factor for stub up 1 = 14.8/ (8.45) ^.5 = 5.09 Arm-over 1 C = 100 A 3.5 PT 7.00 4 14.8=5. 60 (7.00) ^ .5 F 0.0 PE 0.00 4 14.8 1.05 T 3.5 0.10467 PF 0.37 5.50 PT 7.37 6 B1 Jct K-factor for arm-over 1 = 14.8/ (7.37) ^.5 = 5.45 Arm-over 2 C = 100 A 2.5 PT 7.00 5 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 5 14.8 1.05 T 2 .5 0.10467 PF 0.26 5.50 PT 7.26 6 Bl Jct K-factor for arm-over 2 = 14 .8/ (7.26) ^.5 = 5.49 Arm-over 3 C = 100 ======= K=10.95=5.46+5.49 A 6.8 PT 7.37 6 A01 + A02 29.7=10.95 (7 .37) ^.5 F 4 .3 PE 0.00 6 29.7 1.38 1T T 11. 1 0.09970 PF 1.10 6.37 A 2 .4 PT 8 .47 7 SU1 14.8=5.09 (8.47) ^.5 F 4.3 PE 0.00 7 44.5 1 .38 1T T 6.7 0.21079 PF 1.41 9.55 PT 9.88 18 B1 Jct K-factor for arm-over 3 = 44 .5/ (9.88) ^.5 = 14.16 Arm-over 4 C = 100 A 1 .8 PT 7.00 8 14 .8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 8 14.8 1 .05 T 1.8 0.10467 PF 0.19 5.50 PT 7 .19 30 Bl Jct K-factor for arm-over 4 = 14.8/ (7 .19) ^.5 = 5.52 EARL OFF 01/17/06 2:59pm Page 8 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm-over 5 C = 100 A 0.5 PT 7.00 9 14.8=5.60 (7.00) ^ .5 F 0.0 PE 0.00 9 14.8 1.05 T 0.5 0.10467 PF 0.05 5.50 PT 7.05 36 Bl Jct K-factor for arm-over 5 = 14.8/ (7.05) ^.5 = 5.57 EARL OFF 01/17/06 2:59pm Page 9 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 18) C = 100 A 8.0 PT 7.85 15 End head 15.7=5.60 (7.85) ^.5 F 0.0 PE 0.00 15 15.7 1.05 T 8.0 0.11634 PF 0.93 5.82 A 8.0 PT 8.78 16 16. 6=5.60 (8.78) ^.5 F 0.0 PE 0.00 16 32.3 1.38 T 8.0 0.11626 PF 0.93 6.92 A 1.5 PT 9.71 17 17.5=5.60 (9.71) ^.5 F 0.0 PE 0.00 17 49.7 1.61 T 1.5 0.12207 PF 0.18 7.84 A 4.5 PT 9.89 18 A03 44.5=14.16(9.89) ^.5 F 0.0 PE 0.00 18 94.3 1.38 T 4.5 0.84410 PF 3.80 20.22 A 5.8 PT 13.69 19 20.7=5.60 (13. 69) ^.5 F 0.0 PE 0.00 19 115.0 1.61 T 5.8 0.57546 PF 3.34 18.12 PT 17.03 69 Riser Nipple Jct K-factor for branchline no. 1 = 115.0/ (17.03) ^.5 = 27.87 Branchline No. 2 C = 100 A 6.0 PT 7.00 20 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 20 14.8 1.05 T 6.0 0.10467 PF 0.63 5.50 A 2.0 PT 7.63 21 15.5=5.60 (7.63) ^.5 F 0.0 PE 0.00 21 30.3 1.38 T 2.0 0.10331 PF 0.21 6.50 PT 7.83 69 Riser Nipple Jct K-factor for branchline no. 2 = 30.3/ (7.83) ^.5 = 10.83 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 100 ======= K=38.69=27.86+10.83 A 2.3 PT 17.03 69 BL1 + BL2 159.7=38.69 (17.03) ^.5 F 7.1 PE 1.00 (EL= 2.30 ft) 69 159.7 2.07 1T T 9.4 0.31288 PF 2.95 15.27 PT 20.98 73 Cross main Jct K-factor for riser nipple = 159.7/ (20.98) ^.5 = 34.87 EARL OFF O1/17/06 2: 59pm Page 10 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 100 A 8.0 PT 7.00 22 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 22 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 23 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 23 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 2.0 PT 8.67 24 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 24 47.0 1. 61 T 2.0 0.10991 PF 0.22 7.40 PT 8.89 70 Riser Nipple Jct K-factor for branchline no. 3 = 47.0/ (8.89) ^.5 = 15.76 Riser Nipple (Top of RN =Branchline 3) C = 100 A 6.8 PT 8.89 70 BL3 47.0=15.76 (8.89) ^.5 F 5.7 PE 2.94 (EL= 6.80 ft) 70 47.0 1. 61 1T T 12.5 0.10997 PF 1.38 7.41 PT 13.21 74 Cross main Jct K-factor for riser nipple = 47.0/ (13.21) ^.5 = 12.93 Branchline No. 4 C = 100 A 8.0 PT 7.00 25 End head 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 25 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 6.0 PT 7.84 26 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 26 30.5 1.38 T 6.0 0.10464 PF 0.63 6.54 A 6.8 PT 8.47 27 16.3=5.60 (8.47) ^.5 F 5.7 PE 1.21 (EL= 2.80 ft) 27 46.8 1. 61 2E T 12.5 0.10905 PF 1.36 7.37 PT 11.04 71 Riser Nipple Jct K-factor for branchline no. 4 = 46.8/ (11.04) ^.5 = 14.08 Riser Nipple (Top of RN =Branchline 4) C = 100 A 6.8 PT 11.04 71 BL4 46.8=14.08 (11.04) ^.5 F 5.7 PE 2.94 (EL= 6.80 ft) 71 46.8 1. 61 1T T 12.5 0.10911 PF 1.36 7.38 PT 15.35 75 Cross main Jct K-factor for riser nipple = 46.8/ (15.35) ^.5 = 11.94 EARL OFF O1/17/06 2:59pm Page 11 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 100 A 6.6 PT 7.00 28 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 28 14.8 1.05 T 6.6 0.10467 PF 0.69 5.50 A 12.6 PT 7.69 29 15.5=5.60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 29 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 6.0 PT 10.32 30 AO4 17.7=5.52 (10.32) ^.5 F 0.0 PE 0.00 30 48.1 1.61 T 6.0 0.11468 PF 0.69 7.58 A 8.0 PT 11.01 31 18. 6=5.60 (11.01) ^.5 F 0.0 PE 0.00 31 66.7 1. 61 T 8.0 0.20990 PF 1.68 10.50 A 8.0 PT 12.69 32 20.0=5.60 (12.69) ^.5 F 0.0 PE 0.00 32 86. 6 1.61 T 8.0 0.34066 PF 2.73 13.65 A 4.0 PT 15.41 33 22.0=5. 60 (15.41) ^.5 F 0.0 PE 0.00 33 108. 6 1. 61 T 4.0 0.51770 PF 2.07 17.11 PT 17.48 72 Riser Nipple Jct K-factor for branchline no. 5 = 108.6/ (17.48) ^.5 = 25.97 Branchline No. 6 C = 100 A 6.6 PT 7.00 34 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 34 14.8 1.05 T 6. 6 0.10467 PF 0.69 5.50 A 12. 6 PT 7.69 35 15.5=5. 60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 35 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 4.0 PT 10.32 36 AO5 17.9=5.57 (10.32) ^.5 F 0.0 PE 0.00 36 48.3 1.61 T 4.0 0.11544 PF 0.46 7.60 PT 10.78 72 Riser Nipple Jct K-factor for branchline no. 6 = 48.3/ (10.78) ^.5 = 14.71 Riser Nipple (Top of RN =Branchline 5 + Branchline 6) C = 100 ______= K=40.68=25.97+14.71 A 4.3 PT 17.48 72 BLS + BL6 170.1=40.68 (17.48) ^.5 F 7.1 PE 1.86 (EL= 4.30 ft) 72 170.1 2.07 1T T 11.4 0.35178 PF 4.02 16.26 PT 23.37 76 Cross main Jct K-factor for riser nipple = 170.1/ (23.37) ^.5 = 35.19 EARL OFF 01/17/06 2:59pm Page 12 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 7 C = 100 A 8.0 PT 7.00 37 End head 14.8=5.60 (7.00)^.5 F 0.0 PE 0.00 37 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 38 15.7=5.60 (7.84)^.5 F 0.0 PE 0.00 38 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8.67 39 16.5=5.60(8.67) ^.5 F 0.0 PE 0.00 39 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 40 17.3=5. 60 (9.55) ^ .5 F 0.0 PE 0.00 40 64.3 1.61 T 6.0 0.19635 PF 1.18 10.13 A 37.6 PT 10.73 41 18.4=5. 60 (10.73) ^.5 F 7.1 PE 0.22 (EL= 0.50 ft) 41 82.7 2.07 2E T 44.7 0.09252 PF 4.14 7.90 PT 15.09 77 Cross main Jct K-factor for branchline no. 7 = 82.7/ (15.09) ^.5 = 21.29 Branchline No. 9 C = 100 A 8.0 PT 7.00 42 End head 14.8=5.60 (7.00)^.5 F 0.0 PE 0.00 42 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 43 15.7=5.60 (7.84) A.5 F 0.0 PE 0.00 43 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8.67 44 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 44 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 45 17.3=5.60(9.55) A.5 F 0.0 PE 0.00 45 64.3 1.61 T 6.0 0.19635 PF 1.18 10.13 A 15.6 PT 10.73 46 18.4=5.60 (10.73) A.5 F 5.7 PE 0.22 (EL= 0.50 ft) 46 82.7 1.61 2E T 21.3 0.31240 PF 6.66 13.02 PT 17.61 77 Cross main Jct K-factor for branchline no. 9 = 82.7/ (17.61)^.5 = 19.71 EARL OFF 01/17/06 2:59pm Page 13 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginning pressure increased due to Hyd Ref Pt 76) C = 100 A 9.5 PT 22.87 73 RN#69 166.8=34.87 (22.87) ^ .5 F 0.0 PE 0.00 73 166.8 4.31 T 9.5 0.00947 PF 0.09 3. 67 A 6.6 PT 22.96 74 RN#70 62.0=12.93 (22.96) ^.5 F 0.0 PE 0.00 74 228.7 4.31 T 6.6 0.01698 PF 0.11 5.03 A 11.6 PT 23.08 75 RN#71 57.4=11.94 (23.08) ^.5 F 0.0 PE 0.00 75 286.1 4.31 T 11.6 0.02569 PF 0.30 6.29 A 1.7 PT 23.37 76 RN#72 170.1=35.19 (23.37) ^.5 F 0.0 PE 0.00 76 456.2 4.31 T 1.7 0.06092 PF 0.10 10.03 PT 23.48 78 Cross main Jct K-factor for Cross main A = 456.2/ (23.48) ^.5 = 94.15 Cross main B C = 100 ======= K=41.00=21.29+19.71 A 2.3 PT 17.61 77 BL7 + BL9 172.0=41.00 (17. 61) ^.5 F 0.0 PE 0.00 77 172.0 4.31 T 2.3 0.01003 PF 0.02 3.78 PT 17.63 78 Cross main Jct K-factor for Cross main B = 172.0/ (17.63) ^.5 = 40.97 Cross main C C = 100 ======= K=135.12=94.15+40.97A 21.6 PT 23.48 78 CM A + CM B 654.7=135.12 (23.48) ^.5 F 30.0 PE 5.50 (EL= 12.70 ft) 78 654.7 4.31 2VE 1VT T 51.6 0.11882 PF 6.14 14.40 PT 35.11 86 Top of Riser K-factor for Cross main C = 654.7/ (35.11) ^.5 = 110.49 EARL OFF 01/17/06 2:59pm Page 14 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 2 C = 100 A 5.0 PT 35.11 86 CM C F 46.5 PE 2.17 (EL= 5.00 ft) 86 654.7 4.31 1VE 1DPV T 51.5 0.11883 PF 6.11 14.40 1BV PT 43.39 87 B.O.R. K-factor for Riser 2 = 654.7/ (43.39) ^.5 = 99.39 Riser 3 C = 120 A 3.0 PT 43.39 87 RI1 654.7=99.39 (43.39) ^.5 F 18.7 PE 0.00 87 654.7 4.31 2VE T 21.7 0.08481 PF 1.84 14.40 PT 45.23 88 B.O.R. K-factor for Riser 3 = 654.7/ (45.23) ^.5 = 97.35 Riser 4 C = 120 A 4.0 PT 45.23 88 Top of Riser F 9.3 PE 0.00 88 654.7 4.31 lVE 1BKF T 13.3 0.08481 PF 7.13 14.40 1BKF = 6.00# PT 52.36 89 B.O.R. Under ground C = 140 A 120.0 PT 52.36 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 654.7 6.34 lUE 1UTI T 152.0 0.00973 PF 1.48 6.65 1GV A 0.0 PT 57.31 90 100.0 gpm = Hose F 0.0 PE 0.00 90 754.7 6.34 T 0.0 0.00000 PF 0.00 7.67 PT 57.31 91 Supply Jct Available flow at 57.31 psi is 1807.9 gpm which is 1053.2 gpm from curve. Supply pressure available with 754.7 gpm flowing is 94.72 psi, thus system requirement is 37.41 psi below supply curve. (39.5%) EARL OFF 01/17/06 3:04pm Page 15 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60 (7.00)^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 10 B1 Jct K-factor for drop 1 = 14.8/ (6.97) ^.5 = 5.61 at Hyd Ref Pts 10 11 13 47 50 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60 (7.00) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7.19 48 Bl Jct K-factor for drop 2 = 14.8/ (7.19) ^.5 = 5.52 at Hyd Ref Pts 48 51 53 54 Arm-over 7 C = 120 A 3.5 PT 6.97 10 DR1 14.8=5.61 (6. 97) ^.5 F 0. 0 PE 0.00 10 14.8 1.05 T 3.5 0.07455 PF 0.26 5.49 PT 7.23 12 B1 Jct K-factor for arm-over 7 = 14.8/ (7.23) ^.5 = 5.50 Arm-over 8 C = 120 A 1.5 PT 6.97 11 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 11 14.8 1.05 T 1.5 0.07455 PF 0.11 5.49 PT 7.08 12 Bl Jct K-factor for arm-over 8 = 14.8/ (7.08)^.5 = 5.56 Arm-over 9 C = 120 ======= K=11.07=5.51+5.56 A 6.1 PT 7.23 12 A07 + A08 29.8=11.07 (7.23) ^.5 F 10.0 PE 0.00 12 29.8 1.05 2T T 16.1 0.27137 PF 4.37 11.05 PT 11.60 49 Bl Jct K-factor for arm-over 9 = 29.8/ (11.60) ^.5 = 8.75 Arm-over 10 C = 120 A 2.4 PT 6.97 13 DR1 14.8=5.61 (6.97) ^.5 F 5.0 PE 0.00 13 14.8 1.05 1T T 7.4 0.07455 PF 0.55 5.49 PT 7.52 52 B1 Jct K-factor for arm-over 10 = 14.8/ (7.52) ^.5 = 5.40 EARL OFF O1/17/06 3:04pm Page 16 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area 42 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 15 (Beginning pressure increased due to Hyd Ref Pt 49) C = 120 A 12.0 PT 9.29 47 DR1 17.1=5.61 (9.29) ^.5 F 0.0 PE 0.00 47 17.1 1.05 T 12.0 0.09724 PF 1.17 6.34 A 12.0 PT 10.46 48 DR2 17.9=5.52 (10.46) ^.5 F 0.0 PE 0.00 48 34.9 1.38 T 12.0 0.09601 PF 1.15 7.49 A 12.0 PT 11.61 49 AO9 29.8=8.75 (11.61) ^.5 F 6.0 PE 0.00 49 64.7 1.38 1T T 18.0 0.30068 PF 5.41 13.89 PT 17.02 79 Cross main Jct K-factor for branchline no. 15 = 64.7/ (17.02) ^.5 = 15.68 Branchline No. 17 C = 120 A 6.8 PT 6.97 50 DR1 14.8=5.61 (6.97) ^.5 F 2.0 PE 0.00 50 14.8 1.05 lE T 8.8 0.07455 PF 0.66 5.49 A 6.0 PT 7.63 51 DR2 15.2=5.52 (7.63) ^.5 F 0.0 PE 0.00 51 30.0 1.38 T 6.0 0.07263 PF 0.44 6.44 A 8.0 PT 8.06 52 AO10 15.3=5.40 (8.06) ^.5 F 0.0 PE 0.00 52 45.4 1.38 T 8.0 0.15570 PF 1.25 9.73 A 10.0 PT 9.31 53 DR2 16.8=5.52 (9.31) ^.5 F 0.0 PE 0.00 53 62.2 1.38 T 10.0 0.27917 PF 2.79 13.34 A 8.0 PT 12.10 54 DR2 19.2=5.52 (12.10) ^.5 F 6.0 PE 0.00 54 81.4 1.38 1T T 14.0 0.45916 PF 6.43 17.46 PT 18.53 80 Cross main Jct K-factor for branchline no. 17 = 81.4/ (18.53) ^.5 = 18.91 EARL OFF O1/17/06 3:04pm Page 17 y Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main D (Beginning pressure increased due to Hyd Ref Pt 80) C = 120 A 7.5 PT 18.20 79 BL15 66.9=15.68 (18.20) ^.5 F 0.0 PE 0.00 79 66.9 2. 07 T 7.5 0.04467 PF 0.34 6.40 A 53.3 PT 18.54 80 BL17 81.4=18.91 (18.54) ^.5 F 10.2 PE 4.98 (EL= 11.50 ft) 80 148.3 2.07 3VE T 63.5 0.19485 PF 12.37 14.18 PT 35.89 84 Cross main Jct K-factor for Cross main D = 148.3/ (35.89) ^.5 = 24.75 Cross main F C = 120 A 4.5 PT 35.89 84 CM D + CM E 148.3=24.75 (35.89) ^.5 F 8. 6 PE 0.00 84 148.3 2.07 1VT T 13.1 0.19479 PF 2.55 14.18 PT 38.44 85 Top of Riser K-factor for Cross main F = 148.3/ (38.44) ^.5 = 23.92 EARL OFF O1/17/06 3:04pm Page 18 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 38.44 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 148.3 2.47 1VE 1VT T 28.4 0.08198 PF 2.33 9.94 1BV PT 42.93 87 B.O.R. K-factor for Riser 1 = 148.3/ (42.93) ^.5 = 22.63 Riser 3 C = 120 A 3.0 PT 42.93 87 RI1 148.3=22.63 (42.93) ^.5 F 18.7 PE 0.00 87 148.3 4.31 2VE T 21.7 0.00544 PF 0.12 3.26 PT 43.05 88 B.O.R. K-factor for Riser 3 = 148.3/ (43.05) ^.5 = 22.60 Riser 4 C = 120 A 4.0 PT 43.05 88 Top of Riser F 9.3 PE 0.00 88 148.3 4.31 1VE 1BKF T 13.3 0.00544 PF 6.07 3.26 1BKF = 6.00# PT 49.12 89 B.O.R. Under ground C = 140 A 120.0 PT 49.13 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 148.3 6.34 lUE 1UT1 T 152.0 0.00062 PF 0.09 1.51 1GV A 0.0 PT 52.68 90 100.0 gpm = Hose F 0.0 PE 0.00 90 248.3 6.34 T 0.0 0.00000 PF 0.00 2.52 PT 52.68 91 Supply Jct Available flow at 52.68 psi is 1902.7 gpm which is 1654.4 gpm from curve. Supply pressure available with 248.3 gpm flowing is 102.81 psi, thus system requirement is 50.13 psi below supply curve. (48.80) EARL-OFF 01/17/06 3:05pm Page 19 1� Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60 (7.00) ^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 14 B1 Jct K-factor for drop 1 = 14.8/ (6.97) ^.5 = 5.61 at Hyd Ref Pts 14 55 59 64 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60(7.00) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7 .19 56 B1 Jct K-factor for drop 2 = 14.8/ (7.19) ^.5 = 5.52 at Hyd Ref Pts 56 57 58 60 61 65 66 67 Arm-over 12 C = 120 A 1.0 PT 6.97 14 DR1 14.8=5. 61 (6.97) ^.5 F 5.0 PE 0.00 14 14.8 1.05 1T T 6.0 0.07455 PF 0.45 5.49 PT 7.42 62 Bl Jct K-factor for arm-over 12 = 14.8/ (7.42) ^.5 = 5.43 EARL OFF O1/17/06 3:OSpm Page 20 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 25 C = 120 A 10.7 PT 6.97 55 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 55 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 10.7 PT 7.77 56 DR2 15.4=5.52 (7.77) ^.5 F 0.0 PE 0.00 56 30.2 1.38 T 10.7 0.07326 PF 0.78 6.47 A 9.3 PT 8.55 57 DR2 16.1=5.52 (8.55) ^.5 F 0.0 PE 0.00 57 46.3 1.38 T 9.3 0.16181 PF 1.50 9.93 A 16.7 PT 10.06 58 DR2 17.5=5.52 (10.06) ^.5 F 6.0 PE 0.00 58 63.8 1.38 1T T 22.7 0.29276 PF 6.65 13.69 PT 16.70 81 Cross main Jct K-factor for branchline no. 25 = 63.8/ (16.70) ^.S = 15.61 Branchline No. 26 C = 120 A 12.3 PT 6.97 59 DR1 14.8=5. 61 (6.97) ^.5 F 2.0 PE 0.00 59 14.8 1.05 lE T 14.3 0.07455 PF 1.07 5.49 A 9.3 PT 8.04 60 DR2 15.7=5.52 (8.04) ^.5 F 0.0 PE 0.00 60 30.5 1.38 T 9.3 0.07445 PF 0.69 6.53 A 8.0 PT 8.73 61 DR2 16.3=5.52 (8.73) ^.5 F 0.0 PE 0.00 61 46.8 1.38 T 8.0 0.16460 PF 1.32 10.03 A 8.7 PT 10.05 62 AO12 17.2=5.43 (10.05) ^.5 F 0.0 PE 0.00 62 64.0 1.38 T 8.7 0.29407 PF 2.56 13.72 A 10.5 PT 12.60 63 F 6.0 PE 0.00 63 64.0 1.38 1T T 16.5 0.29407 PF 4.85 13.72 PT 17.46 82 Cross main Jct K-factor for branchline no. 26 = 64.0/ (17.46) ^.5 = 15.32 EARL OFF O1/17/06 3: 05pm Page 21 • Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 27 C = 120 A 10.7 PT 6.97 64 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 64 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 12.6 PT 7.77 65 DR2 15.4=5.52 (7.77) ^.5 F 6.0 PE 0.00 65 30.2 1.38 2E T 18. 6 0.07326 PF 1.36 6.47 A 8.0 PT 9.13 66 DR2 16.7=5.52 (9.13) ^.5 F 0.0 PE 0.00 66 46.9 1.38 T 8.0 0.16530 PF 1.32 10.05 A 19.3 PT 10.45 67 DR2 17.8=5.52 (10.45) ^.5 F 6.0 PE 0.00 67 64.7 1.38 1T T 25.3 0.30026 PF 7. 60 13.88 PT 18.05 83 Cross main Jct K-factor for branchline no. 27 = 64.7/ (18.05) ^.5 = 15.23 • Page 22 EARL OFF 01/17/06 3:05pm • Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main E (Beginning pressure increased due to Hyd Ref Pt 82) C = 120 A 6.4 PT 17.19 81 BL25 64.7=15.61 (17.19) ^.5 F 0.0 PE 0.00 81 64.7 2.07 T 6.4 0.04202 PF 0.27 6.19 A 11.0 PT 17.46 82 BL26 64.0=15.32 (17.46) ^.5 F 20.0 PE 0.00 82 128.7 2.07 4E T 31.0 0.14992 PF 4.65 12.31 A 15.5 PT 22.11 83 3/4*BL27 53.7=11.42 (22.11) ^.5 F 0.0 PE 0.00 83 182.4 2.07 T 15.5 0.28576 PF 4.43 17.44 PT 26.54 84 Cross main Jct K-factor for Cross main E = 182.4/ (26.54) ^.5 = 35.41 Cross main F C = 120 A 4.5 PT 26.54 84 CM D + CM E 182.4=35.41 (26.54) ^.5 F 8.6 PE 0.00 84 182.4 2.07 1VT T 13.1 0.28565 PF 3.74 17.44 PT 30.28 85 Top of Riser K-factor for Cross main F = 182.4/ (30.28) ^.5 = 33.15 do EARL OFF O1/17/06 3:05pm Page 23 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 30.28 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 182.4 2.47 1VE 1VT T 28.4 0.12022 PF 3.41 12.22 1BV PT 35.86 87 B.O.R. K-factor for Riser 1 = 182.4/ (35.86) ^.5 = 30.46 Riser 3 C = 120 A 3.0 PT 35.86 87 RI1 182.4=30.46(35.86) ^.5 F 18.7 PE 0.00 87 182.4 4.31 2VE T 21.7 0.00797 PF 0.17 4.01 PT 36.03 88 B.O.R. K-factor for Riser 3 = 182.4/ (36.03) ^.5 = 30.39 Riser 4 C = 120 A 4.0 PT 36.03 88 Top of Riser F 9.3 PE 0.00 88 182.4 4.31 1VE 1BKF T 13.3 0.00797 PF 6.11 4.01 1BKF = 6.00# PT 42.14 89 B.O.R. Under ground C = 140 A 120.0 PT 42.14 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 182.4 6.34 lUE 1UT1 T 152.0 0.00092 PF 0.14 1.85 1GV A 0.0 PT 45.74 90 100.0 gpm = Hose F 0.0 PE 0.00 90 282.4 6.34 T 0.0 0.00000 PF 0.00 2.87 PT 45.74 91 Supply Jct Available flow at 45.74 psi is 2037.7 gpm which is 1755.3 gpm from curve. Supply pressure available with 282.4 gpm flowing is 102.49 psi, thus system requirement is 56.75 psi below supply curve. (55.4%) Page 1 �'- Fox Fire Prevention P.O. BOX 594 PORT ORCHARD, WA., 98366 Date 01/17/06 Job: EARL OFF PROJECT INFORMATION Job EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA ------------------------------------------------------------------------- Occupancy LIGHT HAZARD Density 0.10 gpm/sq.ft. Authority having Jurisdiction MASON COUNTY Hose 100.0 gpm Outside Hose System type Wet Water Supply 104.00 psi Static, 85.00 psi Residual @ 1112.0 gpm Sprinklers 5.6K 1/2"NPT ------------------------------------------------------------------------ CALCULATION SUMMARY Demand 52.36 psi @ 654.7 gpm @ B.O.R. 57.31 psi @ 754.7 gpm @ Supply 94.72 psi available @ 754.7 gpm Demand is below curve by 37.41 psi for Remote Area 1 ------------------------------------------------------------------------ Notes: RA#1 DRY SYSTEM ATTIC SPACE 2535SQFT 34 HEADS PGS 7-14 RA#2 WET SYSTEM 2ND FLOOR 900SQFT 9 HEADS PGS 15-18 RA#3 WET SYSTEM 1ST FLOOR 900SQFT 11 HEADS PGS 19-23 PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 ��` 9• (800) 334-6263 N Water AvallhOlity Curve m a 100 - i i •--•--••----•--•••-------•------- --------------------------------------- 90 70 , u5 60 a. a� a o- 50 40 t '--------------------------+ + r + , 30 - ---- ------------r r r r + ------- ----------------------------------------- 20 - ----- -------- -------------•- --r--------------------- ......................... ----------- --------- --------r --------------------- ----------- -------------------------j,......................................... 10 ----- - ------------------------------=---------------------------------------------- =--------------------------r---------------------------------r------------------------------------ ;----------------------------------------- 150 300 450 600 750 900 1050 1200 1350 1500 Flow(GPM) ■ Static=104 psi. ❑Demand at BOR=52.36 psi with 654.7 gpm flowing. ■Residual=85 psi at a flow of 1112 gpm. ❑System demand=57.31 psi with 754.7 gpm flowing. Pressure available=94.72 psi when 754.7 gpm is flowing. Demand is below curve by 37.41 psi (39.50%). Page 3 y� Fox Fire Prevention Description of Fitting abbreviations Code Description ----------------------------------------------------------------- T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow BKF Backflow preventor BV Butterfly valve DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description ----------------------------------------------------------------- AO Arm-over DR Drop SU Stub-Up BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length EARL OFF O1/17/06 2:59pm Page 4 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. Remote area number 1 includes nodes: 3-9 15-46 69-78 86-90 Remote area number 2 includes nodes: 1 2 10-13 47-54 79 80 84 85 87-90 Remote area number 3 includes nodes: 1 2 14 55-68 81-85 87-90 Remote Area Summary Minimum Sprinkler Demand @ Supply Avail Below RA Node Flow Press Flow Press Press Curve ------------------- -- ---- ------- ------ -------- ------- 1 30 14.8 7.19 754.7 57.31 94.72 37.41 2 48 14.8 7.19 248.3 52.68 102.81 50.13 3 62 14.8 7.42 282.4 45.74 102.49 56.75 Most demanding Remote Area is area number 1 EARL OFF O1/17/06 2:59pm Page 5 4 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev. Hose HW Vel Fittings 1 DR1 1.049 0.5 5.6 7.00 -0.50 0.0 120 321E 2 DR2 1.049 0.5 5.6 7.00 -0.50 0.0 120 321T 3 SU1 1.049 2.0 5.6 7.00 2.00 0.0 100 321T 4 AO1 1.049 3.5 5.6 7.00 0.00 0.0 100 32 5 AO2 1.049 2.5 5.6 7.00 0.00 0.0 100 32 6 AO3 1.380 6.8 AO1 AO2 0.00 0.00 0.0 100 321T 7 AO3 1.380 2.4 SUl 0.00 0.00 0.0 100 321T 8 AO4 1.049 1.8 5.6 7.00 0.00 0.0 100 32 9 AO5 1.049 0.5 5.6 7.00 0.00 0.0 100 32 10 AO7 1.049 3.5 DR1 0.00 0.00 0.0 120 32 11 AO8 1.049 1.5 DR1 0.00 0.00 0.0 120 32 12 AO9 1.049 6.1 AO7 AO8 0.00 0.00 0.0 120 322T 13 AO10 1.049 2.4 DR1 0.00 0.00 0.0 120 321T 14 AO12 1.049 1.0 DR1 0.00 0.00 0.0 120 321T 15 BL1 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 16 BLl 1.380 8.0 5. 6 0.00 0.00 0.0 100 32 17 BL1 1.610 1.5 5.6 0.00 0.00 0.0 100 32 18 BL1 1.380 4.5 AO3 0.00 0.00 0.0 100 32 19 BL1 1.610 5.8 5. 6 0.00 0.00 0.0 100 32 20 BL2 1.049 6.0 5. 6 7.00 0.00 0.0 100 32 21 BL2 1.380 2.0 5.6 0.00 0.00 _ 0.0 100 32 22 BL3 1.049 8.0 5.6 7.00 0.00 0.0 100 32 23 BL3 1.380 8.0 5.6 0.00 0.00 0.0 100 32 24 BL3 1.610 2.0 5.6 0.00 0.00 0.0 100 32 25 BL4 1.049 8.0 5. 6 7.00 0.00 0.0 100 32 26 BL4 1.380 6.0 5.6 0.00 0.00 0.0 100 32 27 BL4 1. 610 6.8 5.6 0.00 2.80 0.0 100 322E 28 BLS 1.049 6.6 5.6 7.00 0.00 0.0 100 32 29 BLS 1.380 12.6 5.6 0.00 1.00 0.0 100 322E, 1T 30 BL5 1.610 6.0 AO4 0.00 0.00 0.0 100 32 31 BL5 1.610 8.0 5. 6 0.00 0.00 0.0 100 32 32 BL5 1.610 8.0 5.6 0.00 0.00 0.0 100 32 33 BL5 1. 610 4.0 5.6 0.00 0.00 0.0 100 32 34 BL6 1.049 6.6 5.6 7.00 0.00 0.0 100 32 35 BL6 1.380 12.6 5.6 0.00 1.00 0.0 100 322E, 1T 36 BL6 1.610 4.0 AO5 0.00 0.00 0.0 100 32 37 BL7 1.049 8.0 5.6 7.00 0.00 0.0 100 32 38 BL7 1.380 8.0 5.6 0.00 0.00 0.0 100 32 39 BL7 1. 610 8.0 5.6 0.00 0.00 0.0 100 32 40 BL7 1.610 6.0 5.6 0.00 0.00 0.0 100 32 41 BL7 2.067 37.6 5.6 0.00 0.50 0.0 100 322E 42 BL9 1.049 8.0 5.6 7.00 0.00 0.0 100 32 43 BL9 1.380 8.0 5.6 0.00 0.00 0.0 100 32 44 BL9 1.610 8.0 5.6 0.00 0.00 0.0 100 32 45 BL9 1.610 6.0 5.6 0.00 0.00 0.0 100 32 46 BL9 1.610 15.6 5.6 0.00 0.50 0.0 100 322E 47 BL15 1.049 12.0 DR1 0.00 0.00 0.0 120 32 48 BL15 1.380 12.0 DR2 0.00 0.00 0.0 120 32 49 BL15 1.380 12.0 AO9 0.00 0.00 0.0 120 321T EARL OFF 01/17/06 2:59pm Page 6 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 50 BL17 1.049 6.8 DR1 0.00 0.00 0.0 120 321E 51 BL17 1.380 6.0 DR2 0.00 0.00 0.0 120 32 52 BL17 1.380 8.0 A010 0.00 0.00 0.0 120 32 53 BL17 1.380 10.0 DR2 0.00 0.00 0.0 120 32 54 BL17 1.380 8.0 DR2 0.00 0.00 0.0 120 321T 55 BL25 1.049 10.7 DR1 0.00 0.00 0.0 120 32 56 BL25 1.380 10.7 DR2 0.00 0.00 0.0 120 32 57 BL25 1.380 9.3 DR2 0.00 0.00 0.0 120 32 58 BL25 1.380 16.7 DR2 0.00 0.00 0.0 120 321T 59 BL26 1.049 12.3 DR1 0.00 0.00 0.0 120 321E 60 BL26 1.380 9.3 DR2 0.00 0.00 0.0 120 32 61 BL26 1.380 8.0 DR2 0.00 0.00 0.0 120 32 62 BL26 1.380 8.7 A012 0.00 0.00 0.0 120 32 63 BL26 1.380 10.5 0.00 0.00 0.0 120 321T 64 BL27 1.049 10.7 DR1 0.00 0.00 0.0 120 32 65 BL27 1.380 12. 6 DR2 0.00 0.00 0.0 120 322E 66 BL27 1.380 8.0 DR2 0.00 0.00 0.0 120 32 67 BL27 1.380 19.3 DR2 0.00 0.00 0.0 120 321T 68 PC27 1.000 1.0 BL27 3/4 0.00 0.00 0.0 120 32 69 RN1 2.067 2.3 BL1 BL2 0.00 2.30 0.0 100 321T 70 RN3 1. 610 6.8 BL3 0.00 6.80 0.0 100 321T 71 RN4 1.610 6.8 BL4 0.00 6.80 0.0 100 321T 72 RN5 2.067 4.3 BL5 BL6 0.00 4.30 0.0 100 321T 73 CMA 4.310 9.5 RN1 0.00 0.00 0.0 100 32 74 CMA 4.310 6.6 RN3 0.00 0.00 0.0 100 32 75 CMA 4.310 11.6 RN4 0.00 0.00 0.0 100 32 76 CMA 4.310 1.7 RN5 0.00 0.00 0.0 100 32 77 CMB 4.310 2.3 BL7 BL9 0.00 0.00 0.0 100 32 78 CMC 4.310 21.6 CMA CMB 0.00 12.70 0.0 100 322VE, 1VT 79 CMD 2.067 7.5 BL15 0.00 0.00 0.0 120 32 80 CMD 2.067 53.3 BL17 0.00 11.50 0.0 120 323VE 81 CME 2.067 6.4 BL25 0.00 0.00 0.0 120 32 82 CME 2.067 11.0 BL26 0.00 0.00 0.0 120 324E 83 CME 2.067 15.5 PC27 0.00 0.00 0.0 120 32 84 CMF 2.067 4.5 CMD CME 0.00 0.00 0.0 120 321VT 85 RI1 2.469 7.0 CMF 0.00 5.00 0.0 120 321VE, 1VT, 1BV 86 RI2 4.310 5.0 CMC 0.00 5.00 0.0 100 321VE, 1DPV, IBV 87 RI3 4 .310 3.0 RI1 RI2 0.00 0.00 0.0 120 322VE 88 RI4 4.310 4.0 RI3 -6 0.00 0.00 0.0 120 321VE, 1BKF 89 UG 6.340 120.0 RI4 0.00 8.00 0.0 140 321UE, lUT1, 1GV 90 UG 6.340 0.0 0.00 0.00 100.0 140 32 EARL OFF 01/17/06 2:59pm Page 7 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 100 A 2.0 PT 7.00 3 14.8=5.60 (7.00) ^ .5 F 3.6 PE 0.87 (EL= 2.00 ft) 3 14.8 1.05 1T T 5.6 0.10467 PF 0.58 5.50 PT 8.45 7 Bl Jct K-factor for stub up 1 = 14.8/ (8.45) ^.5 = 5.09 Arm-over 1 C = 100 A 3.5 PT 7.00 4 14.8=5.60 (7.00)^.5 F 0.0 PE 0.00 4 14.8 1.05 T 3.5 0.10467 PF 0.37 5.50 PT 7.37 6 B1 Jct K-factor for arm-over 1 = 14.8/ (7.37) ^.5 = 5.45 Arm-over 2 C = 100 A 2.5 PT 7.00 5 14.8=5.60 (7.00)^.5 F 0.0 PE 0.00 5 14.8 1.05 T 2.5 0.10467 PF 0.26 5.50 PT 7.26 6 B1 Jct K-factor for arm-over 2 = 14.8/ (7.26) ^.5 = 5.49 Arm-over 3 C = 100 ======= K=10.95=5.46+5.49 A 6.8 PT 7.37 6 A01 + A02 29.7=10.95 (7.37) ^.5 F 4.3 PE 0.00 6 29.7 1.38 1T T 11.1 0.09970 PF 1.10 6.37 A 2.4 PT 8.47 7 SU1 14.8=5.09(8.47) ^.5 F 4.3 PE 0.00 7 44.5 1.38 1T T 6.7 0.21079 PF 1.41 9.55 PT 9.88 18 B1 Jct K-factor for arm-over 3 = 44.5/ (9.88) ^.5 = 14.16 Arm-over 4 C = 100 A 1.8 PT 7.00 8 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 8 14.8 1.05 T 1.8 0.10467 PF 0.19 5.50 PT 7.19 30 Bl Jct K-factor for arm-over 4 = 14.8/ (7.19) ^.5 = 5.52 EARL OFF 01/17/06 2:59pm Page 8 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm-over 5 C = 100 A 0.5 PT 7.00 9 14.8=5. 60 (7.00) ^.5 F 0.0 PE 0.00 9 14.8 1.05 T 0.5 0.10467 PF 0.05 5.50 PT 7.05 36 Bl Jct K-factor for arm-over 5 = 14.8/ (7.05) ^.5 = 5.57 EARL OFF O1/17/06 2:59pm Page 9 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 18) C = 100 A 8.0 PT 7.85 15 End head 15.7=5.60 (7.85) ^.5 F 0.0 PE 0.00 15 15.7 1.05 T 8.0 0.11634 PF 0.93 5.82 A 8.0 PT 8.78 16 16.6=5.60 (8.78) ^.5 F 0.0 PE 0.00 16 32.3 1.38 T 8.0 0.11626 PF 0.93 6.92 A 1.5 PT 9.71 17 17.5=5.60 (9.71) ^.5 F 0.0 PE 0.00 17 49.7 1.61 T 1.5 0.12207 PF 0.18 7.84 A 4.5 PT 9.89 18 AO3 44.5=14.16(9.89) ^.5 F 0.0 PE 0.00 18 94.3 1.38 T 4.5 0.84410 PF 3.80 20.22 A 5.8 PT 13.69 19 20.7=5.60 (13. 69) ^.5 F 0.0 PE 0.00 19 115.0 1.61 T 5.8 0.57546 PF 3.34 18.12 PT 17.03 69 Riser Nipple Jct K-factor for branchline no. 1 = 115.0/ (17.03) ^.5 = 27.87 Branchline No. 2 C = 100 A 6.0 PT 7.00 20 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 20 14.8 1.05 T 6.0 0.10467 PF 0.63 5.50 A 2.0 PT 7.63 21 15.5=5.60 (7.63) ^.5 F 0.0 PE 0.00 21 30.3 1.38 T 2.0 0.10331 PF 0.21 6.50 PT 7.83 69 Riser Nipple Jct K-factor for branchline no. 2 = 30.3/ (7.83) ^.5 = 10.83 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 100 ______= K=38.69=27.86+10.83 A 2.3 PT 17.03 69 BL1 + BL2 159.7=38.69 (17.03) ^.5 F 7.1 PE 1.00 (EL= 2.30 ft) 69 159.7 2.07 1T T 9.4 0.31288 PF 2.95 15.27 PT 20.98 73 Cross main Jct K-factor for riser nipple = 159.7/ (20.98) ^.5 = 34.87 EARL OFF 01/17/06 2:59pm Page 10 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 100 A 8.0 PT 7.00 22 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 22 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 23 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 23 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 2.0 PT 8.67 24 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 24 47 .0 1.61 T 2.0 0.10991 PF 0.22 7.40 PT 8.89 70 Riser Nipple Jct K-factor for branchline no. 3 = 47.0/ (8.89) ^.5 = 15.76 Riser Nipple (Top of RN =Branchline 3) C = 100 A 6.8 PT 8.89 70 BL3 47.0=15.76 (8.89) ^.5 F 5.7 PE 2.94 (EL= 6.80 ft) 70 47.0 1.61 1T T 12.5 0.10997 PF 1.38 7.41 PT 13.21 74 Cross main Jct K-factor for riser nipple = 47.0/ (13.21) ^.5 = 12.93 Branchline No. 4 C = 100 A 8.0 PT 7.00 25 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 25 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 6.0 PT 7.84 26 15.7=5.60 (7.84) ^ .5 F 0.0 PE 0.00 26 30.5 1.38 T 6.0 0.10464 PF 0.63 6.54 A 6.8 PT 8.47 27 16.3=5.60 (8.47) ^.5 F 5.7 PE 1.21 (EL= 2.80 ft) 27 46.8 1.61 2E T 12.5 0.10905 PF 1.36 7.37 PT 11.04 71 Riser Nipple Jct K-factor for Branchline no. 4 = 46.8/ (11.04) ^.5 = 14.08 Riser Nipple (Top of RN =Branchline 4) C = 100 A 6.8 PT 11.04 71 BL4 46.8=14.08 (11.04) ^.5 F 5.7 PE 2.94 (EL= 6.80 ft) 71 46.8 1. 61 1T T 12.5 0.10911 PF 1.36 7.38 PT 15.35 75 Cross main Jct K-factor for riser nipple = 46.8/ (15.35) ^.5 = 11.94 EARL OFF 01/17/06 2:59pm Page 11 • Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 100 A 6.6 PT 7.00 28 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 28 14.8 1.05 T 6.6 0.10467 PF 0. 69 5.50 A 12. 6 PT 7.69 29 15.5=5.60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 29 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 6.0 PT 10.32 30 A04 17.7=5.52 (10.32) ^.5 F 0.0 PE 0.00 30 48.1 1.61 T 6.0 0.11468 PF 0.69 7.58 A 8.0 PT 11.01 31 18.6=5.60 (11.01) ^.5 F 0.0 PE 0.00 31 66.7 1.61 T 8.0 0.20990 PF 1.68 10.50 A 8.0 PT 12.69 32 20.0=5. 60 (12.69) ^.5 F 0.0 PE 0.00 32 86.6 1.61 T 8.0 0.34066 PF 2.73 13.65 A 4.0 PT 15.41 33 22.0=5. 60 (15.41) ^.5 F 0.0 PE 0.00 33 108.6 1. 61 T 4.0 0.51770 PF 2.07 17.11 PT 17.48 72 Riser Nipple Jct K-factor for branchline no. 5 = 108.6/ (17.48) ^.5 = 25.97 Branchline No. 6 C = 100 A 6.6 PT 7.00 34 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 34 14.8 1.05 T 6. 6 0.10467 PF 0. 69 5.50 A 12. 6 PT 7.69 35 15.5=5.60 (7.69) ^.5 F 8.6 PE 0.43 (EL= 1.00 ft) 35 30.4 1.38 2E 1T T 21.2 0.10371 PF 2.19 6.51 A 4.0 PT 10.32 36 A05 17.9=5.57 (10.32) ^.5 F 0.0 PE 0.00 36 48.3 1.61 T 4.0 0.11544 PF 0.46 7. 60 PT 10.78 72 Riser Nipple Jct K-factor for branchline no. 6 = 48.3/ (10.78) ^.5 = 14.71 Riser Nipple (Top of RN =Branchline 5 + Branchline 6) C = 100 ======= K=40. 68=25.97+14.71 A 4.3 PT 17.48 72 BL5 + BL6 170.1=40.68 (17.48) ^.5 F 7.1 PE 1.86 (EL= 4.30 ft) 72 170.1 2.07 1T T 11 .4 0.35178 PF 4.02 16.26 PT 23.37 76 Cross main Jct K-factor for riser nipple = 170.1/ (23.37) ^.5 = 35.19 EARL OFF 01/17/06 2:59pm Page 12 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 7 C = 100 A 8.0 PT 7.00 37 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 37 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 38 15.7=5.60 (7.84) ^.5 F 0.0 PE 0.00 38 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8. 67 39 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 39 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 40 17.3=5.60 (9.55) ^.5 F 0.0 PE 0.00 40 64.3 1.61 T 6.0 0.19635 PF 1.18 10.13 A 37.6 PT 10.73 41 18.4=5.60 (10.73) ^.5 F 7.1 PE 0.22 (EL= 0.50 ft) 41 82.7 2.07 2E T 44.7 0.09252 PF 4.14 7.90 PT 15.09 77 Cross main Jct K-factor for branchline no. 7 = 82.7/ (15.09) ^.5 = 21.29 Branchline No. 9 C = 100 A 8.0 PT 7.00 42 End head 14.8=5.60 (7.00) ^.5 F 0.0 PE 0.00 42 14.8 1.05 T 8.0 0.10467 PF 0.84 5.50 A 8.0 PT 7.84 43 15.7=5.60 (7.84) A.5 F 0.0 PE 0.00 43 30.5 1.38 T 8.0 0.10464 PF 0.84 6.54 A 8.0 PT 8. 67 44 16.5=5.60 (8.67) ^.5 F 0.0 PE 0.00 44 47.0 1.61 T 8.0 0.10991 PF 0.88 7.40 A 6.0 PT 9.55 45 17.3=5.60 (9.55) ^.5 F 0.0 PE 0.00 45 64.3 1.61 T 6.0 0.19635 PF 1.18 10.13 A 15.6 PT 10.73 46 18.4=5.60 (10.73) ^.5 F 5.7 PE 0.22 (EL= 0.50 ft) 46 82.7 1.61 2E T 21.3 0.31240 PF 6.66 13.02 PT 17.61 77 Cross main Jct K-factor for branchline no. 9 = 82.7/ (17.61) ^.5 = 19.71 EARL OFF O1/17/06 2:59pm Page 13 * Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A (Beginning pressure increased due to Hyd Ref Pt 76) C = 100 A 9.5 PT 22.87 73 RN#69 166.8=34.87 (22.87) ^.5 F 0.0 PE 0.00 73 166.8 4.31 T 9.5 0.00947 PF 0.09 3.67 A 6.6 PT 22.96 74 RN#70 62.0=12.93 (22.96) ^.5 F 0.0 PE 0.00 74 228.7 4.31 T 6.6 0.01698 PF 0.11 5.03 A 11.6 PT 23.08 75 RN#71 57.4=11.94 (23.08) ^.5 F 0.0 PE 0.00 75 286.1 4.31 T 11.6 0.02569 PF 0.30 6.29 A 1.7 PT 23.37 76 RN#72 170.1=35.19 (23.37) ^.5 F 0.0 PE 0.00 76 456.2 4.31 T 1.7 0.06092 PF 0.10 10.03 PT 23.48 78 Cross main Jct K-factor for Cross main A = 456.2/ (23.48) ^.5 = 94.15 Cross main B C = 100 ______= K=41.00=21.29+19.71 A 2.3 PT 17.61 77 BL7 + BL9 172.0=41.00 (17.61) ^.5 F 0.0 PE 0.00 77 172.0 4.31 T 2.3 0.01003 PF 0.02 3.78 PT 17.63 78 Cross main Jct K-factor for Cross main B = 172.0/ (17.63) ^.5 = 40.97 Cross main C C = 100 ______= K=135.12=94.15+40.97A 21.6 PT 23.48 78 CM A + CM B 654.7=135.12 (23.48) ^.5 F 30.0 PE 5.50 (EL= 12.70 ft) 78 654.7 4.31 2VE 1VT T 51.6 0.11882 PF 6.14 14.40 PT 35.11 86 Top of Riser K-factor for Cross main C = 654.7/ (35.11) ^.5 = 110.49 EARL-OFF 01/17/06 2: 59pm Page 14 + Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 2 C = 100 A 5.0 PT 35.11 86 CM C F 46.5 PE 2.17 (EL= 5.00 ft) 86 654.7 4.31 1VE 1DPV T 51.5 0.11883 PF 6.11 14.40 1BV PT 43.39 87 B.O.R. K-factor for Riser 2 = 654.7/ (43.39) ^.5 = 99.39 Riser 3 C = 120 A 3.0 PT 43.39 87 RIl 654.7=99.39 (43.39) ^.5 F 18.7 PE 0.00 87 654.7 4.31 2VE T 21.7 0.08481 PF 1.64 14.40 PT 45.23 88 B.O.R. K-factor for Riser 3 = 654.7/ (45.23) ^.5 = 97.35 Riser 4 C = 120 A 4.0 PT 45.23 88 Top of Riser F 9.3 PE 0.00 88 654.7 4.31 1VE 1BKF T 13.3 0.08481 PF 7.13 14.40 1BKF = 6.00# PT 52.36 89 B.O.R. Under ground C = 140 A 120.0 PT 52.36 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 654.7 6.34 lUE 1UT1 T 152.0 0.00973 PF 1.48 6.65 1GV A 0.0 PT 57.31 90 100.0 gpm = Hose F 0.0 PE 0.00 90 754.7 6.34 T 0.0 0.00000 PF 0.00 7.67 PT 57.31 91 Supply Jct Available flow at 57.31 psi is 1807.9 gpm which is 1053.2 gpm from curve. Supply pressure available with 754.7 gpm flowing is 94.72 psi, thus system requirement is 37.41 psi below supply curve. (39.5%) EARL OFF O1/17/06 3:04pm Page 15 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area 42 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60 (7.00)^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 10 B1 Jct K-factor for drop 1 = 14.8/ (6.97) ^.5 = 5.61 at Hyd Ref Pts 10 11 13 47 50 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60 (7.00) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7.19 48 Bl Jct K-factor for drop 2 = 14.8/ (7.19) ^.5 = 5.52 at Hyd Ref Pts 48 51 53 54 Arm-over 7 C = 120 A 3.5 PT 6.97 10 DR1 14.8=5.61 (6. 97) ^.5 F 0.0 PE 0.00 10 14.8 1.05 T 3.5 0.07455 PF 0.26 5.49 PT 7.23 12 B1 Jct K-factor for arm-over 7 = 14.8/ (7.23) ^.5 = 5.50 Arm-over 8 C = 120 A 1.5 PT 6.97 11 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 11 14.8 1.05 T 1.5 0.07455 PF 0.11 5.49 PT 7.08 12 B1 Jct K-factor for arm-over 8 = 14.8/ (7.08)^.5 = 5.56 Arm-over 9 C = 120 ______= K=11.07=5.51+5.56 A 6.1 PT 7.23 12 AO7 + A08 29.8=11.07 (7.23) ^.5 F 10.0 PE 0.00 12 29.8 1.05 2T T 16.1 0.27137 PF 4.37 11.05 PT 11.60 49 Bl Jct K-factor for arm-over 9 = 29.8/ (11.60) ^.5 = 8.75 Arm-over 10 C = 120 A 2.4 PT 6.97 13 DR1 14.8=5. 61 (6.97) ^.5 F 5.0 PE 0.00 13 14.8 1.05 1T T 7.4 0.07455 PF 0.55 5.49 PT 7.52 52 B1 Jct K-factor for arm-over 10 = 14.8/ (7.52) ^ .S = 5.40 EARL OFF O1/17/06 3:04pm Page 16 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 15 (Beginning pressure increased due to Hyd Ref Pt 49) C = 120 A 12.0 PT 9.29 47 DR1 17.1=5.61 (9.29) ^.5 F 0.0 PE 0.00 47 17.1 1.05 T 12.0 0.09724 PF 1.17 6.34 A 12.0 PT 10.46 48 DR2 17.9=5.52 (10.46) ^.5 F 0.0 PE 0.00 48 34.9 1.38 T 12.0 0.09601 PF 1.15 7.49 A 12.0 PT 11.61 49 AO9 29.8=8.75 (11.61) ^.5 F 6.0 PE 0.00 49 64.7 1.38 1T T 18.0 0.30068 PF 5.41 13.89 PT 17.02 79 Cross main Jct K-factor for branchline no. 15 = 64.7/ (17.02) ^.5 = 15.68 Branchline No. 17 C = 120 A 6.8 PT 6.97 50 DR1 14.8=5.61 (6.97) ^.5 F 2.0 PE 0.00 50 14.8 1.05 lE T 8.8 0.07455 PF 0.66 5.49 A 6.0 PT 7.63 51 DR2 15.2=5.52 (7. 63) ^.5 F 0.0 PE 0.00 51 30.0 1.38 T 6.0 0.07263 PF 0.44 6.44 A 8.0 PT 8.06 52 AO10 15.3=5.40 (8.06) ^.5 F 0.0 PE 0.00 52 45.4 1.38 T 8.0 0.15570 PF 1.25 9.73 A 10.0 PT 9.31 53 DR2 16.8=5.52 (9.31) ^.5 F 0.0 PE 0.00 53 62.2 1.38 T 10.0 0.27917 PF 2.79 13.34 A 8.0 PT 12.10 54 DR2 19.2=5.52 (12. 10) ^.5 F 6.0 PE 0.00 54 81.4 1.38 1T T 14.0 0.45916 PF 6.43 17.46 PT 18.53 80 Cross main Jct K-factor for branchline no. 17 = 81.4/ (18.53) ^.5 = 18.91 EARL OFF O1/17/06 3:04pm Page 17 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main D (Beginning pressure increased due to Hyd Ref Pt 80) C = 120 A 7.5 PT 18.20 79 BL15 66.9=15.68 (18.20) ^ .5 F 0.0 PE 0.00 79 66.9 2.07 T 7.5 0.04467 PF 0.34 6.40 A 53.3 PT 18.54 80 BL17 81.4=18.91 (18.54) ^ .5 F 10.2 PE 4.98 (EL= 11.50 ft) 80 148.3 2.07 3VE T 63.5 0.19485 PF 12.37 14.18 PT 35.89 84 Cross main Jct K-factor for Cross main D = 148.3/ (35.89) ^.5 = 24.75 Cross main F C = 120 A 4.5 PT 35.89 84 CM D + CM E 148.3=24.75 (35.89) ^.5 F 8.6 PE 0.00 84 148.3 2.07 1VT T 13.1 0.19479 PF 2.55 14.18 PT 38.44 85 Top of Riser K-factor for Cross main F = 148.3/ (38.44) ^.5 = 23.92 EARL OFF O1/17/06 3: 04pm Page 18 • Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #2 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 38.44 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 148.3 2.47 1VE 1VT T 28.4 0.08198 PF 2.33 9.94 1BV PT 42.93 87 B.O.R. K-factor for Riser 1 = 148.3/ (42.93) ^.5 = 22.63 Riser 3 C = 120 A 3.0 PT 42.93 87 RI1 148.3=22.63 (42.93) ^.5 F 18.7 PE 0.00 87 148.3 4.31 2VE T 21.7 0.00544 PF 0.12 3.26 PT 43.05 88 B.O.R. K-factor for Riser 3 = 148.3/ (43.05) ^.5 = 22.60 Riser 4 C = 120 A 4.0 PT 43.05 88 Top of Riser F 9.3 PE 0.00 88 148.3 4.31 1VE 1BKF T 13.3 0.00544 PF 6.07 3.26 1BKF = 6.00# PT 49.12 89 B.O.R. Under ground C = 140 A 120.0 PT 49.13 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 148.3 6.34 1UE 1UT1 T 152.0 0.00062 PF 0.09 1.51 1GV A 0.0 PT 52.68 90 100.0 gpm = Hose F 0.0 PE 0.00 90 248.3 6.34 T 0.0 0.00000 PF 0.00 2.52 PT 52.68 91 Supply Jct Available flow at 52.68 psi is 1902.7 gpm which is 1654.4 gpm from curve. Supply pressure available with 248.3 gpm flowing is 102.81 psi, thus system requirement is 50.13 psi below supply curve. (48.80) EARL OFF 01/17/06 3:05pm Page 20 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 25 C = 120 A 10.7 PT 6.97 55 DR1 14.8=5.61 (6.97) ^.5 F 0.0 PE 0.00 55 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 10.7 PT 7.77 56 DR2 15.4=5.52 (7.77) ^.5 F 0.0 PE 0.00 56 30.2 1.38 T 10.7 0.07326 PF 0.78 6.47 A 9.3 PT 8.55 57 DR2 16.1=5.52 (8.55) ^.5 F 0.0 PE 0.00 57 46.3 1.38 T 9.3 0.16181 PF 1.50 9.93 A 16.7 PT 10.06 58 DR2 17.5=5.52 (10.06) ^.5 F 6.0 PE 0.00 58 63.8 1.38 1T T 22.7 0.29276 PF 6.65 13.69 PT 16.70 81 Cross main Jct K-factor for branchline no. 25 = 63.8/ (16.70) ^.5 = 15.61 Branchline No. 26 C = 120 A 12.3 PT 6.97 59 DR1 14.8=5.61 (6.97) ^.5 F 2.0 PE 0.00 59 14.8 1.05 lE T 14.3 0.07455 PF 1.07 5.49 A 9.3 PT 8.04 60 DR2 15.7=5.52 (8.04) ^.5 F 0.0 PE 0.00 60 30.5 1.38 T 9.3 0.07445 PF 0.69 6.53 A 8.0 PT 8.73 61 DR2 16.3=5.52 (8.73) ^.5 F 0.0 PE 0.00 61 46.8 1.38 T 8.0 0.16460 PF 1.32 10.03 A 8.7 PT 10.05 62 AO12 17.2=5.43 (10.05) ^.5 F 0.0 PE 0.00 62 64.0 1.38 T 8.7 0.29407 PF 2.56 13.72 A 10.5 PT 12.60 63 F 6.0 PE 0.00 63 64.0 1.38 1T T 16.5 0.29407 PF 4.85 13.72 PT 17.46 82 Cross main Jct K-factor for branchline no. 26 = 64.0/ (17.46) ^.5 = 15.32 EARL OFF O1/17/06 3:05pm Page 19 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60 (7.00) ^.5 F 2.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.05 lE T 2.5 0.07470 PF 0.19 5.50 PT 6.97 14 B1 Jct K-factor for drop 1 = 14.8/ (6.97) ^.5 = 5.61 at Hyd Ref Pts 14 55 59 64 Drop 2 C = 120 A 0.5 PT 7.00 2 14.8=5.60 (7.00) ^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 2 14.8 1.05 1T T 5.5 0.07470 PF 0.41 5.50 PT 7.19 56 Bl Jct K-factor for drop 2 = 14.8/ (7.19)^ .5 = 5.52 at Hyd Ref Pts 56 57 58 60 61 65 66 67 Arm-over 12 C = 120 A 1.0 PT 6.97 14 DR1 14.8=5. 61 (6.97) ^.5 F 5.0 PE 0.00 14 14.8 1.05 1T T 6.0 0.07455 PF 0.45 5.49 PT 7.42 62 Bl Jct K-factor for arm-over 12 = 14.8/ (7.42) ^.5 = 5.43 EARL-OFF 01/17/06 3: 05pm Page 21 10 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 27 C = 120 A 10.7 PT 6.97 64 DR1 14. 8=5.61 (6.97) ^.5 F 0.0 PE 0.00 64 14.8 1.05 T 10.7 0.07455 PF 0.80 5.49 A 12.6 PT 7.77 65 DR2 15.4=5.52 (7.77) ^.5 F 6.0 PE 0.00 65 30.2 1.38 2E T 18.6 0.07326 PF 1.36 6.47 A 8.0 PT 9.13 66 DR2 16.7=5.52 (9.13) ^.5 F 0.0 PE 0.00 66 46. 9 1.38 T 8.0 0.16530 PF 1.32 10.05 A 19.3 PT 10.45 67 DR2 17.8=5.52 (10.45) ^.5 F 6.0 PE 0.00 67 64.7 1.38 1T T 25.3 0.30026 PF 7.60 13.88 PT 18.05 83 Cross main Jct K-factor for branchline no. 27 = 64.7/ (18.05) ^.5 = 15.23 EARL OFF O1/17/06 3:05pm Page 22 w Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main E (Beginning pressure increased due to Hyd Ref Pt 82) C = 120 A 6.4 PT 17.19 81 BL25 64.7=15.61 (17.19) ^.5 F 0.0 PE 0.00 81 64.7 2.07 T 6.4 0.04202 PF 0.27 6.19 A 11.0 PT 17.46 82 BL26 64.0=15.32 (17.46) ^.5 F 20.0 PE 0.00 82 128.7 2.07 4E T 31.0 0.14992 PF 4.65 12.31 A 15.5 PT 22.11 83 3/4*BL27 53.7=11.42 (22.11) ^.5 F 0.0 PE 0.00 83 182.4 2.07 T 15.5 0.28576 PF 4.43 17.44 PT 26.54 84 Cross main Jct K-factor for Cross main E = 182.4/ (26.54) ^.5 = 35.41 Cross main F C = 120 A 4.5 PT 26.54 84 CM D + CM E 182.4=35.41 (26.54) ^.5 F 8.6 PE 0.00 84 182.4 2.07 . 1VT T 13.1 0.28565 PF 3.74 17.44 PT 30.28 85 Top of Riser K-factor for Cross main F = 182.4/ (30.28) ^.5 = 33.15 EARL OFF 01/17/06 3:05pm Page 23 Fox Fire Prevention EARL LINCOLN OFFICE BUILDING HWY 3 BELFAIR WA Remote Area #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser 1 C = 120 A 7.0 PT 30.28 85 CM F F 21.4 PE 2.17 (EL= 5.00 ft) 85 182.4 2.47 1VE 1VT T 28.4 0.12022 PF 3.41 12.22 1BV PT 35.86 87 B.O.R. K-factor for Riser 1 = 182.4/ (35.86) ^.5 = 30.46 Riser 3 C = 120 A 3.0 PT 35.86 87 RI1 182.4=30.46 (35.86)^.5 F 18.7 PE 0.00 87 182.4 4.31 2VE T 21.7 0.00797 PF 0.17 4.01 PT 36.03 88 B.O.R. K-factor for Riser 3 = 182.4/ (36.03) ^.5 = 30.39 Riser 4 C = 120 A 4.0 PT 36.03 88 Top of Riser F 9.3 PE 0.00 88 182.4 4.31 1VE 1BKF T 13.3 0.00797 PF 6.11 4.01 1BKF = 6.00# PT 42.14 89 B.O.R. Under ground C = 140 A 120.0 PT 42.14 89 B.O.R. F 32.0 PE 3.46 (EL= 8.00 ft) 89 182.4 6.34 1UE 1UT1 T 152.0 0.00092 PF 0.14 1.85 1GV A 0.0 PT 45.74 90 100.0 gpm = Hose F 0.0 PE 0.00 90 282.4 6.34 T 0.0 0.00000 PF 0.00 2.87 PT 45.74 91 Supply Jct Available flow at 45.74 psi is 2037.7 gpm which is 1755.3 gpm from curve. Supply pressure available with 282.4 gpm flowing is 102.49 psi, thus system requirement is 56.75 psi below supply curve. (55.4a)