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HomeMy WebLinkAboutPP - 100 SOUTHCENTER MALL - NORDSTROM - PERMITS AND PLANS100 SOUTHCENTER MALL ASSOCIATED PERMITS 888-117 NORDSTROM INC HYDRAULIC CALCULATION SHEET Frank B. Hall & Co. of California System No.Acx,--nkSheet cur -9 NAME. ADDRESS OF PROPERTY 1A,C=f"-12--.S tirv1C-0..1-Ce."--11-LYV-Wx 1." NOTES SPRINKLERS NOZZLES PLAN REF. TOTAL HEADS TYPE (q) ADDED CPM (Q) TOTAL GPM PIPE SIZE In. PIPE AND EQUIVALENT LENGTH FITTINGS - DEVICEE Feet FRICTION LOSS DATE A I-Lelez Calculated Dy --C" TOTAL PSI Elevation' STATIC REQUIRED : Inuuss I'REpSsSIURE o r PSI CALCULAIN. REFERENCE Sheet Point No. No. PRESSURE AT HEAD—* AL k Cc -&b INkt-CJ c 6.91 - t 6 Pfi-sz,1\x",t- \-St,i nit Poe X. -1 SPo•A*__ 2-0 k • -1-41,41=ft‘ • C.xp OThL \SA -121,\ • = ct = 1v# V -c› Iry s' rvo . 64 4": -C11. -LT F. -2-1( 1r.) C.•& = Lc \ 2 - = A .3 \ z s- .1& R..t.\. MAx•N *VD HYDRAULIC CALCULATION SHEET Frank B. Hall & Co. of California System No.k9Nro, Sheet NAME. ADDRESS OF PROPERTY t•cA,1::105N-r,-e.4-----Sco.-.-k-•-•—tri."..e..wtk.^. NOTES •1"--Voes-A-•-• N‘-coc- DATE A - Calculated t.i-N,'s-kft•-lv SPRINKLERS NOZZLES PLAN REF. PT. TOTAL HEADS TYPE (q) ADDED GPM (Q) TOTAL GPM PIPE SIZE In. PIPE AND EQUIVALENT LENGTH FITTINGS - DEVICEE Feet FRICTION LOSS Psi/rr. TOTAL PSI El ovation' STATIC Plus or Minus PSI CALCULAIN. EQUIRED REFERENCE RESSURE PSI Sheet int No. No. PRESSURE AT HEAD -11' \S°\LV "Esr; ‘Cfc2. , '3L)Ncc, Ivot-4. - 100 SOUTHCENTER MALL 88-S-117 • JUts NAME LOCATION: HYDRAULIC CALCULATIONS No1ZE 3TIzohtS JOB BY NUMBER 2-""`"L'''''") 1 Sr PLR_ T' t) KLA.} DATE SHEET Z :TAN 3 8 Z -P I _01JT fC I-( OF I - 3 OF - o'; C-17 o NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 3 Q S.2.5S NOTES r is - `YIc1 LGTH 1 o99 Pt pt •L1:'` Pt , - - Pt FIT Pv Pe Pv IG`).X (RN T / Q f 3� % C -I Q 3'7_! Robert E. Bayley Construction Robert E. Bayley Construction, Inc. One Union Square Bldg., Suite 1601 Seattle, Washington 98101 206 /621-8884 Letter of Transmittal Attention: 1:)AV t7 Date 3-a5-&2, Job No. 13 CO G To •TUTW1L.A FIDE dEFT- Re: $01;a0 s T rz o r--1 /0cc) S�..l�Cc�►7r-✓ /14)//1 Gentlemen: We are sending you 0 Shop drawings 0 Co av of letter 0 Attached O Prints O Change order 0 Under separate cover via 0 Plans 0 0 Samples the following items: 1S1 Specifications Copies Date No. -- -- -_,L., -- Description R. lit..) 71 (i'20 -.I 8-I,N1 l5.2.$ te rrig \-kit tz O C.."1.- C. 5 1,14 3 0 6 . 3U - Z OF, j? 1/ TEMPERATURE RATING IC= S - Int NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES OR RESERVOIR q �4r'� (U F KWILA FIRE DEPARTMENT 1I ' oasc caU: 575.4407, !'-A r FEI; RTMEC ; LGTH CAPACITY nil give this job J•_ / / .,: 57-5- _ 2,� FIT FIT z Pe Pv Id exact address for shut.• L: --- for silt t= Q C=3.67 7.o(.7 01wc2 UI It„Stcralion apprts - 1%::�-::u2.cn approval. These are transmitted as checked below: O For approval ❑ Approved as submitted XForyour use 0 As requested 0 Approved as noted 0 Returned for corrections ❑ For review and comment 0 O For bids due Remarks ❑ Resubmit O Submit O Return copies for approval copies for distribution corrected prints 19 0 Prints returned after loan to us Copy to' -7 3(12C "r16- MAIO/ YAOC'k Signed: If enclosures are not as noted. kindly notify us at once. ORIGINAL ..._ i-...,-..:- LOCATION: LOCATION: HYDRAULIC CALCULATIONS . I _ r..- +-n . ._ , ,- - ,.............i,.....0,,.. BY -- -- -_,L., -- -3,4 Lft. 0 PPER-' R. lit..) 71 (i'20 -.I 8-I,N1 HOSE ALLOWANCE GPM: INSIDE 1 CO DATE SHEET 1,14 3 0 6 coNr' b 3U - Z OF, j? 1/ TEMPERATURE RATING IC= S - Int NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES OR RESERVOIR q �4r'� RATED CAPACITY LGTH LGTH LGTH CAPACITY Pt 2 L , Z AT PSI FIT FIT FIT ELEVATION Pe Pv - 5-L- Q C=3.67 7.o(.7 ELEVATION c6 TOTAL £.7 •Oo7S Pf ,S7 Pn PROOF FLOW GPM I qL • -S-1 SOURCE OF INFORMATION I ((v COMMODITY STORAGE LGTH LOCATION Pt 2G , S7 Pt STORAGE METHOD: SOLID PILED 910 PALLETIZED -0!0'"- RACK % FIT 0 SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTOMATIC STORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET y_A:-- D SOLID SHELVING 0 NON - 0 MULTIPLE ROW ,-- 0 OPEN ENCAPSULATED Pe Pv - 3 o.I) Q (2 6.1()- LONG LTUDINAL TRANSVERSE TO CEILING TOTAL 7. ,. ) 44 q Pf I, Z C. Pn BARRIERS PROVIDED q g 3 .Liy (LGTH q ? 0 . -3 Q 112_ . 13 LGTH 1 TOTAL e..7 Pt L c .1 3 Pt Pt 30 3, 74I X ' 30 7-' - (38.5.O FIT / r FIT Pe Pv S- I 0 I (a 3. , (0 1 O FIT I O TOTAL t I . Z•44),; pt Z, 7 S Pn -I-- l� J(o q IS� 07 Pn LGTH 5 - , J', LGTH I,S •5j.S(-t Pt30,0,O Pt VM=I13.2'FX !f \! 30.. 1/Z1.17 FIT (Z Pe Pv (� RAIT 3.c...�1 O S.-71 2.if(g Pn TOTAL /3•5 Pf L. 7 t-( Pn Pn q • 0 1 14 Pt 7 , a 7 LGTH LGTH Pt - (. L Pt . 15--6-07 L - 5q.5 7 Pv FIT Pe Pv /\ '//lltl Q Pn TOTAL Pt Pn -PL Li/4- 16/ q I, 5 j Pt , 7c.) LGTH ,/ 3S Pt Z6., L Pt lot Pv FIT Pe Pv S -/ 0 42, O Pn TOTAL 10 Pf 1. 3 S Pn 4-14 L./L/4 q 4/3 ` 0 I.3.3 Pt 38, 0) LGTH '-f, 7 . 1f9c7 Pt Z 7,5'1 Pt Pe T' FIT G Pe Pv 5 - _ o 416'1c-..06 Pn TOTAL /J . 7 Pt "5-7, 3 3 Pn Pv 0 . D � J 1 Pt 38. 35 LGTH L5-417 Pt 32.5 1 Pt Pe Pv FIT Pe Pv Q NI T- 0 Pn TOTAL Pf Pn A'1 J L q I.(,/ Pt 3g,0�7 LGTH 2.1c2-- Pt %, s --‘,Pt Z FIT Z% t 2.Jl Le 1/ Pv FIT Pe Pv S - 2 . o C�) l Pn TOTAL 3. "5, Pf 7 ,a A Pn Pn �I 7 q ,•I , I D C3 Pt 3 ) . 52. Pt LGTH 2 2_1/ Pt , tj , 'j Q Pt 1/03 i 't ie � -/-- 0 FIT J Pe Pv S --5Q/LS, 23 q TOTAL /til( T Pf 9,;3 / Pn /33./7 4-Lr5"-/ q 3,`-1 4 2.c/y l SN LGTH (, i , IS (a 9I Pt 3 3,1 7 Pt OS. 0/ 32-5/ S/ CtL j-- FiT 17 Pe Pt 2_ I Z Pv 8.147— Q L( 0 ,6 3 G.$ / TOTAL) 3. �- Pn Pt £7.-5 , 7 Is q FIT (/ it LGTH Pe Pt 719 Pt `- --3S _' 1-b TOTAL 2-1 FIT Pe Pv k-A.{yt 0 Pt Z s I -2 ti. --- -- / Pe Pf , TOTAL P1 Pn �/ -4 liFIT q /- ca( FIT s.;Pe LGTH , 0 6 3 7 Pt / Pt J _ 2 ,. 144441.- .; �. TOTAL /L'.. L- r Pt ( 8 ,2-t) Pe Pv S -1- ` o /L.� Z- Pf 2.1,5 TOTAL /0 Pf • 6't Pn 5 C. ,7 �{ cl /2•. 1i / . Pt Pn C- f LGTH , 3 Pe Pt 2_6 . Q 7 Pt / / 3 _ )/ bei,5xt(/ ZT 97 _ ' (;;J..1 Pv TOTAL 72.r FIT 3 Pf E,1 Pe Pv 5-C- 31-1.1- o O TOTALIS, , 2-1.7 3 P1 3.0 ) Pn Pt q(On (1) q ! `rte FIT 79, 3 LGTH t O0 1 Pt 2.'I.`11 Pt TOTAL 19 Pf - Cn FIT Pe Pv 'Z,UT 0 2.4. --Tie- TOTAL Pf Pn t1 - 481 0 3 ,' ,Og 2.,DG-1 Cd FIT /3'3 LGTH (, S Pe Pv Pt Q --- - - --- 11 -r- FIT tp �/ .2-607 Pe Pv n�j 1Liv' T Q /73 , t! / TOTAL I(. (' Pt 3.00 Pn 3S / WFS 09-0013 18:85) • T:► WORMRLD DESIGN INFORMATION SHEET NAME 0012 0,S -re° M LOCATION 5ouTNCL-NTE. Co'j PLEX BUILDING A cic{ 1+l O h( TUK iJ LA, WA. CONTRACTOR IA/EDP/VA LP F I2E SY STEM S CALCULATED BY tt)A- / J' E CONSTRUCTION: OCCUPANCY ❑ COMBUSTIBLE ® NON-COMBUSTIBLE AlE2_c -1 At,rILe DATE 10"kiwi 8 7 Re -t) o J,4A 7,' & SYSTEM NO. CONTRACT NO. 2 I o0 0 S 6 o DRAWING NO. `NORMM4LD 1-5 CEILING HEIGHT VA PIGS FT. ❑ NFPA 13: ❑ NFPA 231 C9 ❑ OTHER (Specify) w 0 SPECIFIC RULING 0 ❑ LT. HAZ. O NFPA 231C: ORD. HAZ. GP. FIGURE ❑ i ❑ 2 ❑ 3 IDEX. HAZ. CURVE MADE BY DATE 2 SYSTEM AREA OF SPRINKLER OPERATION 3ooC 1 SYSTEM TYPE DENSITY . I S cE , ( g WET 0 DRY 0 DELUGE 0 PRE -ACTION AREA PER SPRINKLER VAWES SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE 1 CO MAKE '1-A- C -O MODEL G HOSE ALLOWANCE GPM: OUTSIDE 7 Sa SIZE 5EE" P-4^ SK -FACTOR — RACK SPRINKLER ALLOWANCE N/A TEMPERATURE RATING IC= S - CALCULATION SUMMARY GPM REQUIRED 2---.- l PSI REQUIRED 1 D 5 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 1 ZD UNDERGROUND I4-0 PIPE FITTINGS & DEVICES WATER SUPPLY WATER FLOW TEST PUMP DATA / TANK NOTES / LINUS OR RESERVOIR DATE & TIME RATED CAPACITY LGTH LGTH Pt /5. 7U CAPACITY STATIC PSI 1 4-0 AT PSI FIT FIT - ELEVATION RESIDUAL PSI o 1° ELEVATION - GPM FLOWING &24S Pn - WELL ELEVATION c6 Pf •oj Pn LGTH , / AO PROOF FLOW GPM LOCATION C ) D" S'ir,1-'' i SOURCE OF INFORMATION COMMODITY STORAGE COMMODITY CLASS LOCATION STORAGE HEIGHT AREA - AISLE WIDTH STORAGE METHOD: SOLID PILED 910 PALLETIZED -0!0'"- RACK % PI 1.57 0 SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTOMATIC STORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET y_A:-- D SOLID SHELVING 0 NON - 0 MULTIPLE ROW ,-- 0 OPEN ENCAPSULATED Q FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE cc LONG LTUDINAL TRANSVERSE TO CEILING TOTAL 7 .o33,, FT_ IN. ---HORIZONTAL BARRIERS PROVIDED Pv (LGTH q ? 0 . WFS 09-0009 (8,85) JOB NAME LOCATION: HYDRAULIC CALCULATIONS Nog_DSTY-.n,N JOB BY NUMBER Z1000560 -47-,r1 LeJ=L Upoea.. (Z. u) '2n -••4•'I - 3o0th FLat..) - DATE SHEET (G go ✓ S7 ( - 6 :T�zY) CA'AS 'D 3U -3 OF Qbitd NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NQRMAL PRESSURE NOTES / LINUS q • 1.35 L. LGTH LGTH Pt /5. 7U Pt 3 S-• `5 / Pt FIT FIT Pv Pe N 4' 7/ VA -2- a 173 •G / 4, Pn TOTAL 7 .0077 Pf •oj Pn LGTH , / AO q / �� Pt LGTH Pe Pt 3'' C (o Pt 1C 3S_ P TOTAL °.-7 FIT PI 1.57 Pe Pv q 30-(.. 41dq07=t11 03�o.2-S LGTH , 3 )2 7 `)27 TOTAL 7 .o33,, Pf , Z -/- Pn //C,.•', 4 Pv (LGTH q ? 0 . -3 Q 112_ . 13 TOTAL o. 7 TOTAL e..7 Pt 3. `CO P1 31, , 2. 0 Pt 30 3, 74I X ' 30 7-' - (38.5.O 2.0c.7 FIT LGTH 1 Pe Pv '1-)3, 4 '"'D O FIT I O FIT 10 TOTAL Pf Pn -I-- q 2 5 e .7 7 4, _ 6 Pn LGTH 5 - , J', Pt 7 , `s o Pt LGTH QJ FIT 3 Pe Pv 1103 1. k3 0 /09.7 • 6 Pe TOTAL /3.' Pf I , I'? Pn q (...35 7 Pn LGTH • 0 1 14 Pt 7 , a 7 Pt LGTH G&2I. FIT Pe Pv f Co + O Pe TOTAL Z•5 Pt , 03 Pn TOTAL /•3. 7 LGTH I, S q 76 x'c• 1 Pn LGTH .02-:2i Pt , 7c.) Pt K q~Z. 73 .C�7S FIT Pe Pv �1,t) -Z'fj 0) O 5 1 o - fo Pv TOTAL of Pt . / 55 Pn TOTAL Zr).7 Q 2& 33.7 pn 4-14 L./L/4 LGTH _ • o377 Pt 38, 0) Pt f z J L 0{2.73 Pt 20 2n) FIT Pe Pv 1.1Jj t%'lP Q 1171-z3 Pv TOTAL o Pf , 3D Pn TOTAL I'3. (- Q 3 3 O. / / Pv LGTH . D � J 1 Pt 38. 35 Pt L5-417 Pt 30 .5 G FIT Pe Pv � i t LI't 1 Q / S. 1 2- ,if il Pv TOTAL Pf .tto Pn TOTAL q 2( (P i 1 V LGTH $ . 9.5/Z Pt 3g,0�7 Pt (04{2,73 ./ 3 S FIT Pe Pv Yt)7V Ip o /773.1 Pe TOTAL 0 Pt •�5 Pn o q Z D Pn LGTH (P L FIT 7.1- , I D C3 Pt 3 ) . 52. Pt /C c/2, r 3 2_1/ Pe Pv 1/03 i 't ie � Q 10f 7.4- FiT TOTAL 6 9 , !- Pf 7, 3 L Pn Q o S. o q Ztff �r ) Pf Z. 3 S LGTH L7/0 • 02-94 Pt L‘.. sit Pt P1 24. 4sn Pt SN FiT 4s- Pe Pf 2•_c -Z- '-Pn Pv j Q FIT /� TOTAL p S p Pv S-3 q G zji-'7 G.$ / LGTH I) , / o_ 3 Pt £7.-5 , 7 Is Pt Pv FIT (/ it FIT / Pe C o ( = 2 2S I TOTAL 2-1 Pt 3, 0 y Pn r4�.r 4 --Se- q I/ y Pt Z s I -2 ti. --- -- / Pe Pf , LGTH ?q, 1 , //2. r` Pt Z . / P1 1 I •L;�.� �1- 4! JOB NAME tJoQASr/2.o.I� HYDRAULIC CALCULATIONS JOB NUMBER? 10005 bd LOCATION: = 3IL --Leic L t>N°j(= - rt c -o N r t'D BY 2LJ - DATE (( t-LoUC7 SHEET 7,) -6. OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES (-NC 39 5 -1 '/2- LGTH FIT TOTAL 1 0 ./3S - Pt 13S" - Pt ZG. 2-3 Pe Pt Pv Pf I,3S- y3.o , 5 -2. S7ota 1' / LGTH FIT TOTAL 5 ,23. Pt r7'9 -1S Pn PI 7U Pe Pv Pt /,/$ 39.73 5-3 2c9(, 7 LGTH FIT TOTAL ST itir Pt 2rG.7(o Pn Pt Pe k7 ? c 4"i Pv L o w Pf ,7/ yy,s l 12.4 r / (.9.3o (170Ic.J LGTH S 7 FIT /O TOTAL /S. 7 LGTH P, 2;•57 Pn Pt Pe Pv 1 1•($ 9 FIT TOTAL Pf 3.5 Pt 33, 3 c Pn P1 Pe Pv Pt Pn 169.3 x537-3 (I7o./L.) /3573 3 o q- .9 LGTH 1, FIT 1 O TOTAL /(P, LGTH PI 3.72 P1 Pe Pv lob FIT TOTAL P1 I.7°o P1 3j Ski Pe Pn ,U o 7- cis -a-0 A'�' ;C.el cJ Pt Pv Pt Pn !- -D D vcT S ftf /ZS q S- �t3.L /•c 1 LGTH FIT 4/3.1,1 < - o(o•°o1 2,0(,7 TOTAL LGTH • G(,7 Pt Pe Pf 27.75 Pt Pv • S`-/ Pn 7Z 41 FIT TOTAL ;° .C7 2-4 PtZf'• 29 Pe Pt Pv Pf ,Sfl Pn 4/4'", ° (,' S-3 Q /30 , °v7 S-4 Q LGTH FIT TOTAL p •1S4/L Pt 2S, • p7 Pt Pe PI /, 24/ Lena7 /7c",°- LGTH '' FiT j p TOTAL / P1 30.1 1 Pe Pf 7 LI Pv Pn Pt Pv Pn Rpr O LGTH FIT TOTAL Pt 3 3. As- Pe 'i Pe P1 Pv Pn 4//7 Q 5-1 O /L/.o7 Q 2 1, 1 5 32- Loy) LGTHFIT 1- (. TOTAL 7. T , 0 7 S Pt 7,0 0 Pe.., 1_/ •l5t Pf Pv Pn 16X.1)' 5 - 7- -3 O 37. /0 Q ST/ 93 Q S z :5-3 1 LGTH FIT TOTAL 2- LGTH FIT TOTAL LGTH Pt 7 . 3 5 P1 Pe Pv , z(vt 77G P1 �^ L Pt p,(� Pe TOTAL Pn Pt Pf L/• Z 7 P1 /L Y1-( re Pv Pn K- I� 33 Loi✓ P1 Pv P1 Pn WFS 09-0013 (8115) JOB NAME LOCATION: HYDRAULIC CALCULATIONS o1ZDST12..D/A JOB NUMBER BY 71000560 P L) ---2). L.e.tk. L c-3ppe 2 ,171 o'' C I to Kc --,G2 DATE SHEET -374 N p'-� 3()- 10 OF Lo,ir • a _o NOZZLE IDENT & LOCATION FLOW IN GP/M NOZZLE IDENT & LOCATION FLOW IN GPM SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES yl. "--(1 O tH q Z.o6.7 LGTH 7t.(, S' LGTH / 0 . 7 • 067S Zv 2 -LCorY[ etta Z - 2 e•/ t" 4/O J 7 -2t_ - FIT 2 o Pe Pv S - Z Q 83 VI- t TOTAL 3o .-7 Pf 2.07 Pn -1 ii `t43 _ q 1S� •DS 2,q69 . 2-c)(e LGTH (, S . fq 77 PI 2 ti, . 3 t Pt k 7-9.12 T FIT t2- Pe Pv 12uhlr QZ 3 0. 0 Pf 3_o S- TOTAL 13. ' Pf 2•Co1 Pn q 0 LGTH LGTH y,) LGTH PtJ Pt 3 1 • o Z Pt p K- gz.sc Pe FIT Pe Pv x-Al,0 TOTAL Pf TOTAL Pf Pn 3 cd.o3 L/GIGS Q 635 7 ___A- Pt 3 3.,,,s --Pt LGTH . DO 3 Pt 3(,.(08 P1 ��/4'�° 3t'00izr =TO oYi SC10I3O-1 Pv FIT Pe Pv .(= 1034-Yf(f 0-2 S-8 . °o Pn TOTAL ( Pf .O I Pn I. 30 q .Sr)• LGTH Pt -,,s-, SS Pt LGTH . QoL 3 P1 34,-69 PI �� L{ Z. � r( V. -AN FIT Pe Pv�0`J r •µ1 Lt7 o .5 1 O •qf Pn TOTAL 7 PI .0 6 Pn Pt v q 2 j-5 . o I. Pt 7.0t1, Pt LGTH , QI76. Pt ✓ (o . 7 S Pt k 't2-- a 0 I'7 FIT Pe N 1.0.1-itY3 o -j7 S.2 P1 TOTAL Pf ,II Pn •77`)tta 1 ": �, 7 1, S• 33 LGTH • 02.37 Pt 3C1, Pt k 72S/q O 30.23 FIT Pe Pv if 41- L O J 1 i{- •5 , 1 Ue l TOTAL 7 Pf . 16 Pn LGTH Q ZZI,S Pt 9, -7 Pt LGTH , b 3.-q Pt 37, CO Z- Pt .36..'/ S - 3 FIT Pe Pv I/0 -( // I 0 11 36 • •'// (- q j �/, Z O 71{ TOTAL 4 PI . I u Pn t' 3)(0 q 2_2)(4.2. Pt l' LGTH . GA) -0 1 Pt 7 . (‘ Pt k 3 0";t2- Pf 3. ZS" FIT Pe Pv '/ / ).--1-4S`0 O/ 3 7 o . (o O TOTAL 7 Pf • 3S- Pn Pt al235.3 f FIT LGTH • f;.7L Pt '37.S 1 Pt P15q k 3P12-- (_ �r`IL-f-44`D} TOTAL FIT Pe -f- "4 r u7-Y `013-44SCj qq 01(e,oS •J TOTAL TOTAL (/p Pf ,c/0 Pn Ph q Z 3 G Co / V FiT I S-- LGTH - QOw / Pt 37.`)/ Pt 20 L 38•`12_ (: 41 L. +-440 ) TOTAL tG.S- FiT Pe Pv r{ (S •:-c4 3 a 0 1 e 1f 2 • S Pn TOTAL 7 Pf , C. / Pn Pt q 2-;•.`; 7 D • St P1 FIT Pe LGTH log 3 Pt 3p • S-2. P1 Pv L k- 3S •42 (= cF1 2. 4 4-x-0 P1 Pn Pe ..1-I(✓ 37 0 '0JI Pt _FIT TOTAL % Pt 7(. P^ rr la- Zh�S v q 7/ f f FITrr LGTH'/ S- FIT L/( . 11('3 11 (, 3 Pt i'). 2 0 P1 'G x•2.6 X 7Tg SN Pe IN ¢174436, O ;LI h 0 � © TOTAL iJ ) LGTH I 2. P1 /0.35- Pt ' f c, :i Pn Pt Pt 2 (�. OD q C7 tie FIT t Pe Pv f t ectal O ) TOTAL 2,c;• Pf 3.37 Pn Pf . QS 1 -(- I-6SC Q 7 S Pt 10 -63 LGTH LGTH Pt 27. 7 1 Pe PI g -7Z , O O Pt Pv FIT FIT Pe Pv (-4 C. Q 22'75 - TOTAL Pf Pn LGTH Pn LGTH Pt LGTH t -i1 Pt PI Pe Pt Pv FIT Pe 0 5--q TOTAL PI Pn WFS 09-0013 (8/85) J') ivhiYl LOCATION: HYDRAULIC CALCULATIONS L. JV`u i-7Litv'JLr BY DATE SHEET -, - - -' / '. 3;4 4 -- Leve -f Jppe!L:_ ' .fes ,171 o'' C I to Kc --,G2 1.t01/ 31 c_.--)x.,'rto 3 U - ? OF • _o NOZZLE IDENT & LOCATION FLOW IN GP/M PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 1 -4l 7 / q 2-04 4 - 1o•77�7 LGTH LGTH 7t.(, S' Pt J7.(o Pt .S 7 S-L,S X /% Y -LCorY[ etta FIT Pe Pv S - 4 Q 3 Y.1 O 2-235 TOTAL U Pf Pn 1- (3T 3 q 2./ 3FIT /54. I' ✓ LGTH 2.3 . 2-c)(e P1 /7. y Pt i /2.941 =CaZ.13 r - o° Pe Pv // 5- 4l' '' O 4) C. 33 Q 0-17 10 TOTALJO, .3 Pf 3_o S- Pn Pn q (/ 23./4) O q 0-1'f 9 LGTH LGTH y,) Pt 2o- i- PtJ K 3 3• o Co 74'.1 /V ?-6."-21_ _ - 52.9� FIT Pe Pv 3 (113.`)4 ) R, T' 0 TOTAL Pf Pn t+`'3;0 q / 7S-3 7 3 cd.o3 2L.TC LGTH i - . 1 O 4 O ___A- Pt 3 3.,,,s --Pt PI PC J /c f -r FIT 17 Pe Pv R7,1 r• Q L'3 9.0 2.6Dk e/;(, O TOTAL(L.5" Pf I.7 3 Pn Pn q q I. 30 LGTH LGTH Pt -,,s-, SS Pt L 57)-2(0 70.'90 FIT Pe Pv V. -AN 0 Pf TOTAL Pf Pn Pn ik-- ��[[ qq 71/ q J.a4') Pt LGTH I (, 3 FIT (o TOTAL/7 3 ,07S"i Pt 7.0t1, Pt �O J(_1 3(� Pe Pv S -/ 0 I'7 q YPf 1,3o Pn LGTH _ q 1 S • C- P1 Pt 2.G.,7 LGTH •77`)tta Pt „2,ki , 3 Pt S• 33 S -I 4 a Q tZf_ Sib 1A. LcA FIT Pe Pv 5-2- O 30.23 Q 12,--S-.53 TOTAL S Pf I `f Pn/79 P1 , 1 Ue l q ( 4/0iS1 O FIT Pe LGTH Q Pt 9, -7 Pt 3D, 27 X t/ 9. 7 '` _ryJ C7 )/1 Pn FIT Pe Pv S - 3 O /70 ,o7 TOTAL Pt Pn Pn q j �/, Z O 71{ `0 1.3 Pv LGTH 2. 2.2 t' 3)(0 Pt / 7. 40 Pt Pn q FIT y TOTAL 0• j~ Pe Pv -3 Pt Pf 3. ZS" Pni7•of- i2J. FIT 1 (2C,G�Li J Pv O LGTH TOTAL Pt 20 -(0 S Pt 7`/.7 X q Co -C9S,6.,/) Pt FIT Pe Pv r IO N Pt /2-'1,1r TOTAL Pf Pn -f- "4 r u7-Y q 1 7 9 7LGTH 3,o&o TOTAL L .0$7/ Pt Ph 4/33---=-- 91G T FiT I S-- Pe Pv p_Nr 0271 . Si FIT TOTAL tG.S- Pt I•LI' 1 Pn LGTH q Pf Pn LGTH LGTH Pt 3 .c-, Z 5 Pt Pv P1 FIT Pe Pv / -/it,/ O Pv ~TOTAL P1 Pn li '134Q Pn 1. (- ( Pt LGTH , 0 C= 3 -I Pt ZG.2.3 Pt 7o id Cj -3 FITrr Pe Pv 5 1 0 '/ 2 O 11/0• °p TOTAL . 3 7 PI , 27 Pn Q o q 30 • � LGTH LGTH .211) Pt 2 (�. OD Pt Pv 0-34/ i� Z - Lo.-..,- FIT FIT Pe L O 3o.4- TOTAL TOTAL ri7 Pf I.2.( Pn Pf . QS q L1 17 2.0 (, 7 Pt 10 -63 LGTH .13 5 Pt 27. 7 1 Pe Pt Q Pv FIT Pv 5 -3 Q 1 23.5 7 -- -- 8-33 TOTAL . 3 3 8 P1 1. 1 (e Pn - - q cIo .03 LGTH Pn LGTH Pt Pt 2.e, . p' 7 Pt l� 1� 7,3Yc 14- t 1o..0 Pe FIT Pe Pv 5--q O /(v 3 ,6 Pf TOTAL Pf Pn WFS 09-0013 (8.85) JOB NAME LOCATION: HYDRAULIC CALCULATIONS / 0 1-S Ti_OH JOB NUMBER BY 2.10 0 0 9(00 311_1) L,eieL u ppe L - �1)--) ,171 o'' C I to Kc --,G2 DATE ° Y 00 T r`T '0SHEET ?_ U-/1 OF _o 3 -2- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LOCATION -[ /3 Lf Q OD/41- r� 1o•77�7 q GO ti i r l% LGTH 7t.(, S' , 12'3 PI 5 3 0 P1 -LCorY[ etta -7V -E--- FIT 5o Pe 7. Co Pv /../-t/ C . O 2-235 pf ' . 7. ,) Pn TOTAL/(o2•f- Pf 2-)- 1 Pn II- ('CU'if Q -1)' I' ✓ %12-✓ LGTH /<./,s 1Z(7 P1 ✓ J.( Pt t / 51-° 6-, t/ FIT L 7 Pe Pv /4 .0.G Q 0-17 10 ✓cs-,(Gt! TOTAL 71.7 Pt ' • Pn _7 47.,o q 0-1'f 9 FIT LGTH y,) • 03 7 Pt 10S.6, PI 74'.1 /V ?-6."-21_ _ - 52.9� Lim FIT / y r Pe Pv 0 rt 0 TOTAL IL/ 1 TOTAL (•i Pt 0. 7 Pn Q I,S 1 13 C-1 '--(0 Lpj.17 2L.TC LGTH /O:, .02-75 P1 ((�/,5 PI PC J /c f 6t/ FIT 1 33 Pe u- Pv-e..... Pv it 2.6Dk e/;(, O )r TOTAL �2 i Pt (,.S Pn ii0� L Q ! �� q I. 30 LGTH LGTH P1 / ?A, D PI Pv Pt 70.'90 FIT Pe J !•t:) 2-'1 O -5 c ) (a 0 Pv TOTAL Pf Pn • 1 q Pt . 07 Pn LGTH Q 3`3 L S P1 Pt LGTH - z(O7 FIT Pe Pv 0 FIT TOTAL Pt Pn q TOTAL TOTAL . p LGTH Pn P1 Pt 2.G.,7 - , CG GO FIT Pe Pv Q S -I 4 a Q tZf_ Sib 1A. LcA TOTAL P1 Pn q S -3 Q 12,--S-.53 LGTH TOTAL 7.33 Pt P1 , 1 Ue l q y FIT Pe Pv Q Pt 29 .S1 TOTAL PI Pn q Pe Pv LGTH O /70 ,o7 Pt Pt P1 1-�` Pn FIT Pe Pv Q LGTH 5-, 3 TOTAL PI Pn q -1- FIT IL_ LGTH Pv Pt Pt Pe TOTAL 1 1 • 2,v FIT Pe Pv O PI 5--.5- TOTAL P1 Pn q Pt 1C S•• 3 LGTH FIT Pt Pt /2-'1,1r 0 FiT Pe Pv O �1 c+ �2 7 TOTAL P1 Pn Q Pe Pv LGTH O s�-(,7 Pt Pt e Pf o Pn FIT Pe Pv O LGTH TOTAL Pf Pn 0 LGTH FIT LGTH Pv P1 Pt FIT TOTAL 7 FIT Pe Pv O I.(,/ TOTAL Pf Pn q Pt 1,01.E9 LGTH FIT Pt Pt Cj -3 O b 7•f'{L% FIT Pe Pv O O 11/0• °p TOTAL Pf Pn Q . O, /L Pt '5, 37 LGTH FIT Pt Pt Pe Pv FIT Pe Pv - - O - TOTAL P1 Po TOTAL 0. .' Pf . QS LGTH LGTH Pt 10 -63 Pt re Pt r- ., Pt , 10 FIT Q Pv TOTAL P1 Pn WFS 09-0013 (8'85) J V a i\ l'aln LOCATION:3v4 HYDRAULIC CALCULATIONS L T ---i •-vim . ,_- "� -• 4 J V 2-7 t', BY r1) G L tl - ' - - - - teo<1 �1)--) ,171 o'' C I to Kc --,G2 DATE SHEET 1 i ---to,./ 7 GoxlT '0 3U - $ OF C_0tJr 16 3 -2- OF NOZZLE IDENT & FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LOCATION -[ /3 Lf Q » Tl p ( 2.. 1 q GO ti i r l% LGTH 1 23 3 4.• Pt 28. o 7 Pt 4/4 5` FIT Pe Pv S - 4 O 163. fo pf ' . 7. ,) Pn TOTAL I .1 Pf . `-/ 0 Pn P1 /, 1, q yf, 3 2-tYJ Pt I (. . 1 J Pt LGTH . 1 S3 Z Pt 2--)•2-7 Pt t / 51-° T FIT Pe Pv 5 -3 / O .7,07 •9 to 7 4 =x) TOTAL I- o Pf 2.73 Pn _7 47.,o q 92-99 1.otJJ FIT LGTH /,S ,3o) Pt 3 Z•O Pt 74'.1 /V ?-6."-21_ _ - 52.9� 2_E FIT / L Pe Pv R./-11- O 300,95 TOTAL IL/ 1 TOTAL/3•j Pf 4. 1 Pn Q I,S 1 13 �� 5-) LGTH o.9 LGTH Pt 0.0 Co Pt 3G. / Pt - 5.� FIT Pe Pv '/ Y 'Altg O TOTAL I L.`) TOTAL Pf Pn it 432- q I. 30 LGTH /o•3 LGTH . 1302 Pt yG,D Pt 70.'90 FT /,p FIT Pe Pv S -, , / O `f /•c3 TOTAL I p , 3 TOTAL . - Pt . 07 Pn q 1 J. L Q 3`3 L S /, (o l LGTH LGTH - z(O7 Pt 22- -97 P1 I( 7. (1“-/ t? 2 _- Low FIT FIT Pe Pv 5-2- O °1.7g TOTAL TOTAL . p P1 1,4") Pn 1t 34-1 c/ 3.7C 2.G.,7 - , CG GO LGTH ,/43/ P1 2_A,,tjF(a Pt S -I 4 a Q tZf_ Sib 1A. LcA Z EST FIT Pe Pv S -3 Q 12,--S-.53 Q y3 , S-3 TOTAL 7.33 pi 1.OS' Pn , 1 Ue l q y 1.61 -r LGTH _2II Pt 29 .S1 Pt ,7132 TOTAL 11 FIT Pe Pv s - O /70 ,o7 LGTH TOTAL 7.33 P1 1-�` Pn TOTAL IS•7J I/S •�)/ 2.y(..) r ' LGTH 5-, 3 , I6Y 7 Pt 3 /, 3S Pt Pt -1- FIT IL_ Pe Pv S -� O 24 5-4) a Pe TOTAL 1 1 • 2,v Pf t, � ,/ Pn R NI r q PI 5--.5- TOTAL 1 (s-• j LGTH 0 ,t;3C1;a Pt j ei, 19 Pt 1C S•• 3 LGTH FIT Pe Pv /2-'1,1r 0 Pe Pv TOTAL LGTH Pf --- Pt 7.0 O Pn Pt �1 c+ �2 7 Q 7 /,3D LGTH (0.3 FIT Pe Pv 5-1 O s�-(,7 FiT ao TOTAL7 e Pf o Pn /f Q (}j •3(0 Q 72.12 t Y p Pf I. )0 LGTH IC/(.I Pt 7, 2p Pt Pf LGTH FIT Pe Pv S - 2_ 0 1-(3.j2 FIT TOTAL 7 Pt (.OL Pn 0 c-:2 , 33 Pf Pn I.(,/ Pf LGTH •1531 Pt o . 3 o Pt 1,01.E9 Pf . h0 FIT Pe Pv Cj -3 O b 7•f'{L% L TOTAL 7 Pf 1-07 Pn O 11/0• °p q 2 S-1 1 �� 2-oCo7 Pf I •'O 2- LGTH / U, . O, /L Pt '5, 37 Pt FIT L FIT S Pe Pv - 0 9 2.. 5'/ FIT TOTAL /55-- Pf /,2 (, Pn -� O 33.-73 q 22-.75 TOTAL 0. .' Pf . QS LGTH ./362.• Pt 10 -63 Pt V Pt , 10 FIT Pe Pv -s 119 .2 - TOTAL 9 Pf /- 1 7 Pn S -3 2 Oa - - LGTH Pn Pt / / .30 Pt Pf3.0 1 Pn FIT Pe Pv S- ‘, 0 / tt7, * TOTAL Pf Pn WFS 09-0013 (8.85) i - JOB NAME LOCATION: HYDRAULIC CALCI,!!- ATlnfS ,<Io;2DSr20M5 JOB BY NUMBER ZlooDSoo =3rJ FLS- R W ,171 o'' C I to Kc --,G2 DATE SHEET 2c ..7741 or✓ E_✓ / _ _3 -/ OF C_0tJr 16 3 -2- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES INC--- q /.0Y9 q GO ti i r l% LGTH IZ,1 •o9S . Pt 7,00 Pt 4/4 5` FIT /O Pe-,�7 Pv -2. ,C4 5-1 Q 19•x7 pf ' . 7. ,) Pn TOTAL 22.1 Pf 1,(,,/ Pn P1 /, 1, q , 2 � b Pt I (. . 1 J Pt LGTH Pt 7, 7 t9 Pt S- 7 0 ftp Ncl FIT Pe Pv 5 - 2_- Q 7 4 =x) TOTAL PI Pn Pt 1 5 • n ---Pt q 1.otJJ FIT LGTH S, I FIT 9 ,U%SL Pt 7 o Pt ( it 2_E Pe Pv S -L 0 11• 7 f TOTAL IL/ 1 Pt 1.0 C. Pn I--- S- / Q I,S 1 13 �� 5-) LGTH o.9 . Z7.S-I- Pt 0.0 Co Pt //S-06 /W87 >' J 7.7 9 = I S: 13 - 5.� LGTH o try O 30. D /�)( TOTAL I L.`) Pf 3.) S Pn 5-'0 q f o 1. 7 TOTAL 2. ( LGTH /o•3 . 1 7 Z5 Pt /1•(,, j Pt k_s.Ls f 4c.: -r FT /,p Pe Pv - 3 0 y4p , TOTAL I p , 3 Pf 3 . 1 I° Pn 4/5 -1-7-I 307 q 1 J. L O Z C q LGTH I.o-(j Pt l'/,_77 Pt k S- . 0 L )� / 7 7 5 70 FIT Pe Pv `/ X _ O ( ! 7 . 2- Pe TOTAL Pf - Pn YZ • Q y8 l 1t 34-1 q WO 9 - , CG GO LGTH 7, . o157 Pt 7-0 Pt S -I 4 a Q tZf_ Sib 1A. LcA Z EST FIT / L Pe IN 5 - 3 O (' -. S 7 Q y3 , S-3 TOTAL J 23, S P1 1. 3 5 Pn , 1 Ue l 0 1.61 -r LGTH , 005 Pt Q, 3 ') Pt ,7132 TOTAL 11 FIT Pe Pv 1-11,1 E 0 LGTH TOTAL 4-} , 5 PI `f Pn TOTAL IS•7J 1 q 1i C t 3/ Pe Pv r ' O LGTH 7 FIT 7 , O 3t0 Q. Pt ti • -3 lJPv Pt (� h S• -2_E-. Pe LGTH /,S U 5 !- O 3o. 2 �i Pe TOTAL 15- Pt SL Pn R NI r C .-.79 q 1 `O 10 PI 5--.5- TOTAL 1 (s-• j LGTH / g, 2- q 23•(o 1 Pt 565- Pi 1C S•• 3 LGTH FIT 29- Pe Pf 2.90 Pv - 'fib./7 Pe Pv TOTAL3p.),0750 Pn 0 `")O,LIL 0 / 11, Z� 2.0e/ Pf 2.;_7 LGTH (0.3 , 04 462 Pt I I . b' S Pt ICS, 3 . 0 r FiT ao Pe IN S'/o /f Q (}j •3(0 O TOTAL I-{0. 3 p Pf I. )0 Pn l - 1T 30� q (0 �! TOTAL Pf LGTH Pt 13,625 Pt CS J K - 7 2 •N Z FIT FIT Pe Pv )(-,(44 0 c-:2 , 33 Pf Pn TOTAL Pf Pn Pv 34 Z q 1,01.E9 Pf . h0 LGTH 13 . 3 FIT (, • (�94 3 Pt o .c),.." Pt 11 Z 41 L Pe Pv 5 - I O 11/0• °p TOTAL 1 9. 3 Pf I •'O 2- Pn • q 1(a `9 1.3 0 FIT LGTH q r09a Pt Io.7 (o PI / tl(o r, .1N Pf - Pn FIT Pe Pv S -2- -� O 33.-73 TOTAL 0. .' Pf . QS Pn }7' i'; S-= // q I . ! V - V Pt , 10 LGTH c� 1J 2-(o P_t /_0 .'3 I Pt ,c, L Z .i; , r LGTH 1 / FIT Pe Pv' 1' L,/ , r}�. S -3 Q S^ o. 59i - - j TOTAL (o Pf I ,l ep Pn - q / 3.3+ Pf3.0 1 Pn LGTH - Pt / I.9 7 Pt i,' sj J`.. .i' 115;3 - FIT Pe Pv -t O('') •23 Pe TOTAL Pf Pn WFS 09-0013 (8.85) JOB NAME LOCATION: HYDRAULIC CALCULATIONS -,1,1c,(8,5-172.0 kf , ' JOB BY NUMBER 2-/ c°0.9475 e( Lcjc- 21A) 0 3 2 -D -/-L,2= - DATE SHEET /(r 1./0'/.7 <n 1D 3 U- 5 OF C_0tJr 16 3 -2- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES r �%L 7 / q (..eA7-f i .0(7 q GO ti i r l% LGTH 1 ?. °', , 1'127 Pt I/, 50 Pt • 3` `( 2p- FIT ) O Pe pv 5 -6. O )' 7•`/S- Pe TOTAL 2 1 . O pf ' . 7. ,) Pn Q(�5'. 13 q 31 `/ J TOTAL 3•S P1 /, 1, LGTH , 2 � b Pt I (. . 1 J Pt I.(,1 FIT Pe Pv S- 7 0 ftp Ncl TOTAL 1 L. Pt J. z (, Pn Pe Q G 3G. 7 4 =x) 0 LGTH - /(,1 W Pt 1 5 • n ---Pt Pn FIT Pe Pv .._, O 2.1 6 ,7 LGTH TOTAL 1 2_ Pf 1.5 0 Pn Pt Pv Q " 1 L I� FIT - 0 LGTH • 2 1. I Pt ) I, S..3 P1 TOTAL I o, Pt '•f . 2 5 FIT Pe Pv 5-) 0 7 S_ y. TOTAL // 5 Pf z. S 7 Pn Pt I . 7 1 q L(' 5.� LGTH o . 7`/Y Pt 2 5, / O Pt /�)( O 11 4-. (.'j FIT 12.._ Pe r Pv 5-'0 0 2-') S. 'J TOTAL 2. ( P1 S- c J Pn Q Pt 2 r, Z (o LGTH k=LZ_s t Pt 3o. 5 Pt FIT Pe FIT Pe Pv /_\ 7 Q TOTAL TOTAL Pf - Pn O Z C q /, 3 f7 I.o-(j LGTH •13 .S` PI 2 (, ? 7? Pt 70 Pt FIT Pe Pv S I O L77- Pe TOTAL 41'5- Pf , F / Pn O I(. o YZ • Q y8 l 2, G 6 7 PI /, 7i LGTH 9, S- - , CG GO Pt 1 - g y Pt / FIT p Pe Pv � - 2- /O 0 O Y (77 h IC,. 3 _1 TOTAL /5..1- PI 1, 3 q Pn Pe Q y3 , S-3 5 - 2 O 3 Li, f 3 LGTH ( , 1 Ue l Pt 26; ,/ b Pt 7 c /2n •f)/ Y /30.,_9 -r FIT / (j Pe Pv .5.-3 p O / 2 S , CI ,7132 TOTAL 11 PI /. G j Pn k S 3 1 Q C / -0 , c / FIT 1 2_ Pe LGTH 5-3 Pt 7_, • O / PI t "J o I _ - (/30-.S- TOTAL IS•7J FIT Pe Pv /n� P )L! r O TOTAL P1 Pn 4.- 11YZ7 q Z JS .J -G'G^ Pt LGTH /,S , lC°C' 1±1t___,2,5 -5 ----pt Pe •r FiT / S Pe Pv R NI r � O [/ 2 4 '4 PI 5--.5- TOTAL 1 (s-• j P1 j. i / Pn q 23•(o 1 q LGTH J.7 LGTH Pt_ 22, 3 ! Pt 57. 30 P1 Kf.D FIT Pe Pv Xr/14Ir O 0 `")O,LIL TOTAL P1 Pn Pf 2.;_7 Q LGTH Pt Pt Pt 201-.9;9 FIT Pe Pv O Pe ` TOTAL P1 Pn O Q TOTAL Pf LGTH Pt Pt q I.O`.i9 FIT Pe Pv • 1071 O Pt TOTAL Pf Pn 3(= 0 Pe Pv LGTH 0 /O.0 Pt Pt Pf . h0 Pn FIT Pe Pv (. 38 --- 0 -- TOTAL Pf Pn Pt 0 FIT Pe Pv • O FIT Pe Pv Pn 0 q / 7 /o TOTAL Pf - Pn WFS 09-0013 (8,85) HYDRAULIC CALCULATIONS WFS 09-0013 1885) JOB NAME LOCATION: 140429 51- 20/A5 JOB BY NUMBER 21000560 0 3 2 -D -/-L,2= - e W DATE SHEET 26 I --N •5 !/ ) C_0tJr 16 3 -2- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 3 (-L- q GO ti i r l% 1, -.S LGTH O • � • 3` `( Pt 11.9 7 P1 _ r- FIT 3 Pe Pv s -4 Q(�5'. 13 TOTAL 3•S P1 /, 1, Pn q I.(,1 LGTH / `...S ,/(.o1 Pt 13 .1 b Pt 3a- FIT / Z Pe Pv 2/ 0 TOTAL 2G•S P1 =t 2L Pn Q 2 %' 122- O 0 (. 7 `1 LGTH y Z� ✓ 7 P1 l 7 is T Pt Pv 3 - I� FIT - 0 Pe 5 -r TOTAL I o, Pt '•f . 2 5 Pn f 21,3C- q 23 •30 1, 1 LGTH 0, 7 •'t 3o Pt I . 7 1 Pt 5.� FIT 0 - Pe Pv /�)( O 11 4-. (.'j TOTAL .9, 7 Pf 7j -SS Pn 0 LGTH Pt 2 r, Z (o Pt k=LZ_s t FIT Pe Pv X•4l4 O TOTAL P1 Pn 353 q I.o-(j LGTH Ia•6 1', /3 Pt 0 ,,t/ Pt FIT (., Pe Pv 5 -1 O I(. o TOTAL 1_8,(� PI /, 7i Pn Q 17. 3 5 / LGTH • „`f) O Pt /0,/09 Pt IC,. 3 FIT Pe Pv 5 - 2 O 3 Li, f 3 TOTAL (, Pt Z. / 0 Po Q (O • �) (. S LGTH 7.3 ,7132 Pt 1 L, 7 9 Pt k S 3 'fa- FIT 1 2_ Pe Pv 5-3 2 0 5-3 .0 t, TOTAL IS•7J Pf 4f -,OZ Pn q 2„1„ 7 3 ! LGTH 3 • 39 2.5 - P1 1 6 0 1 Pt 1. c 3 2- FIT /, Pe Pv S 4 O 7'1-, OI TOTAL 1(1• PI 5--.5- Pn 414- 30 q 23•(o 1 (,( 1 LGTH J.7 Pt_ 22, 3 ! Pt Kf.D FIT 5 Pe Pv 2N T- 0 `")O,LIL TOTAL .7303 Pf 2.;_7 Pn LGTH Pt 201-.9;9 Pt FIT Pe ` Pv Xq � i O TOTAL Pf Pn 3 41-4 q I.O`.i9 LGTH 7 ,q. • 1071 Pt 10, 2-/o Pt 11-044' f...-.1 v 3(= FIT / TOTAL °. F Pe Pv S -I 0 /O.0 Pf . h0 Pn q (. 38 LGTH .02.'Z. Pt i(((. Pt FIT Pe Pv LI' Z O TOTAL 17-• Pf , 31-1- Pn q / 7 /o 1 V LGTH , 001(p Pt 1 1• Co Pt . 'C i 1. Z FIT Pe Pv ~Pr, S-= 0 5-. (9 3 - TOTAL 1 Pt , 10 ' L, 1 q (7,9 O S3' SitTOTAL LGTH 1 / - -21 1 b _P, 1I. ((00 Pt l< .s- Z(o 4F FIT 1 Pe Pv S- 3 - p, I P> Pf3.0 1 Pn Q 70 'Ci / LGTH 5y Pt I 1 Pt k C. 2 --- FIT Pe Pv S -4 2 q - Q 7 3 r) 5 TOTAL Pf Pn WFS 09-0013 1885) Jvo Itir,rrl'i LOCATION: HYDRAULIC CALCULATIONS JUL+ BY irLnvii rt 4.1 Clv� ; -- =3 2_0 RLQ• Z. LTJ PIPE SIZE DATE SHEET Z (../ 73 --,:-*1 3:3 -✓ 1 cosir 'D 3-3 _ OF NORMAL PRESSURE NOTES NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES /1 5441' q GO,11 1 0FIT NORMAL PRESSURE FIT LGTH 4 0 / i 1 . J P1 / �c ! Pt f= • zC T 1 q Z 7 _7 Pv-3,, 44 Pe Pv s -4 0 13•)S I.C'( Pt TOTAL 1 t/$IS Pf •I��-JccJ Pn FIT 10 q ?0. / % O 133. G. Pf 2_0o LGTH 7,s Pn Pt I S • 7 Pt k,S. Z ` -r- FIT 10 LGTH Pe Pv Pt tt S -) G 5 Q `/- • 7 Z 2.0(,7 /,Nr TOTAL 17.) .),,..%- Pf 1.45 Pn Pn I q (. 3 1 ):'Li 1- 441 -FIT q I 1 1..1LGTH FTT" Pv (�.oS .C77603 k. S-. ( 7 Pt a Pv Pv ,►�3o3 / C -, 1/N , O 11 ‘,. • O 5 Q14T 0 252.7 TOTAL Pn Pf Pn k_? -7-3.0) 3 q q .Z3'',C. LGTH LGTH 1(0,> Pt 11 Gj Pt 10.2 Pt Pe 3 L FIT (, FIT Pe Pv Pf 5-1 0 12b 1.0h1 ZO 3q TOTAL22.3 , / t.71 Pf 2.39 Pn , J,'1 7 Pt 7. o 0 q 18 • S TOTAL Pe LGTH ?- Pt / Z ( P1 1; S. 3 Pn • FIT TOTAL ) c- Pe Pv I.39 S-2 o 3o.°S (-3' Pt 7_ -71 TOTAL o .106 Pf •05 Pn Lott q ( q/ % (. 6I Q LGTH 1 O , 1 0D) / Pt 1 3. Co Pt k C.3 T FIT g Pe Pv -- O $ .. 3 2. Pt 7• -7 3 TOTAL 10 Pf /, `) 7 Pn Pv q TOTAL S LGTH Pt ,35 PtI ,`I7 Pt � . - I `-I, 3 2 r FIT Pe Pv ,% X -ASN Q . ! (01-.3 TOTAL Pf Pn Pe 3 0z q 1.016 S - 3 LGTH g,9 . 1 0 7 ( Pt tO,L(„. Pt 120 it E FIT (, Pe Pv S -I 0 11 , o Pt a , 40 Co TOTAL 14%5 Pt I, , to Pn Pv q 0.0j Q 3 ( ,3 FIT -Li LGTH 4 . 3876. Pt / 1 v Pt `< 5-•2 S FIT -- Pe Pv - Z- • 1 0 7 1 TOTAL J Pf 3.4 c) Pn Pe-L�1 Pf (. (1 q Zr�,- r F.T 9 LGTH Q I p, 0 Pt 1 S.3 S Pt F 9. L I I- I Li FIT Pe Pv ) X -AA N 0 Pt 9.c) 2.. TOTAL Pf Pn 3 0 2 2 O I q 1-o'ity Pn LGTH I. ? , 1' 71 Pto-Z6 Pt % 3 (= FIT e Pe Pv S. - 1 Q 1 O. Pe I. 7 D TOTAL 1 0• L Pf 1 • 9 C. Pn - q 13.2.-1 Pt 2_ Co Z- Pn LGTH 5- TOTAL I 1. Pt 1 Z • 2 I Pt k),2.( FIT 7 FIT / Pt 1 4}.7 5 Pe Pv 5-2. Q 3(a•2-( I.3O FIT I o TOTAL 11 , 1026 Pf 1H Pn .D1ot10 q ,0? •- q Z 1 0- LGTH / 2l1•:'7 Pt 13 , 3=(-- Pt le-- g. 9 ( Pt 1 60 •2_) 0 Pt FIT Pe Pe Pv R IN( T O Q 17.7 .4f Pn TOTAL Pf Pn d- 3 9 a q Pe � LGTH 1 1. 5 Pf Pt 7,OU Pt QC / Pe 3C FIT G FIT Pe Pv l 5-! O /41-.07 /� .oto TOTAL TOTAL t7.9 .07SL Pf (,-3j Pn 30y 4-343 q 2 (o Pn LGTH . 0ty3 1 Pt . 3 5-- Pt Pt q / I S• 2 1 Pt FIT Pe Pv S "2 O TOTAL Pf Pn 0 S SO .9 q -- - FIT LGTH Pv Pt / y_ 7 7 Pt /Lf L( (3 Pn FIT Pe Pv 5- - Q 2 1- (P Pt 2G•IS Pt - TOTAL 306, -F3�11 Pf Pn WFS 09-0013 08.851 HYDRAULIC CALCULATIONS N �IcL.L) I iW M. - J06 fr•JMtSth '' v - ' ' `' - .1(Jb iVtthelt .� LOCATION: 2 q D F( BY I;k-A-) -'Z DATE 7--9 IT -1-1 33 2--1J / - c_dNr'D SHEET Z-2- OF 3rd PL2 - - NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES I--- 23S q CoNT-'D PIPE SIZE PIPE FITTINGS & DEVICES LGTH • 1 1 57 Pt 17.21 Pt NOTES Pe Pv NORMAL PRESSURE FIT S -C, 4 0 / i 1 . J P1 1 . 2-1 Pn f= TOTAL 1 9 . \ zC T 1 q Z 7 _7 Pv-3,, 44 e Pv LGTH 2, r .I(1,of Pt 1 0 1 11.1 Pt (C.c. 3 Pe Pv Pt I. 87 FIT 10 S -7 O 133. G. Pf 2_0o Pn Pn TOTAL l7. LG4-S-I q Pv lj ^L LGTH T Pt 2, •Lr Z Pt e(6•ip Pe Pv /,Nr FIT I7` N r Q Pf Pn P1 I_y7 TOTAL ):'Li 1- 441 -FIT q I 1 1..1LGTH 3.0 0 Pv 1, _ .C77603 Pt Zv•'t7 Pt Pt 1 3 . S°p Pe Pv T 1c- Q14T 0 252.7 Pf 1,2 Pn tt11 P-�.lT' TOTAL 1/0.5 1•%I 1✓s TOTALS•7 .Z3'',C. LGTH Pn Pt 11 Gj Pt = 71..1. 3 Pe Pv TOTAL (.v FIT X - /i/(NI 0 Pf Pn Pt 14.z.f, TOTAL ZO 3q Pe 1.^,'13 Pe LGTH L(., r FIT 5 , J,'1 7 Pt 7. o 0 Pt TOTAL Pe Pv ?- 5- 1 Q I4-I.S-1 Pf .-7 I Pn • 9 TOTAL ) c- LGTH u q I.39 Pt LGTH •0I`jr'' Pt 7_ -71 Pt Pv Pe Pv Lott FIT Lf. N1� Q Pf .0Z Pn q TOTAL 0.3 111, i1' i/ 15.2 a - (I 1 1 . S q (o•( FIT IY Pt LGTH ,�%,j Pt 7• -7 3 Pt I` S-. ) Z ", /4 4 1,,,, Pe Pv FIT TOTAL S 0 3 1.0 Pt ,35 Pn q TOTAL 4.S r q I (4. • O Pe Pt Pt LGTH . ! (01-.3 Pt g ,0,_ Pt Pv Pe Pv . D7 ;1 FIT S - 3 0 Ll 7. 0 Pf • SS Pn 3,L(o TOTAL 3,C LGTH 7 q Pt 2_0• o,} Pt LGTH _1_1/7_ F. Pt a , 40 Co Pt Pv Pe Pv q FIT -Li Q Pf --- Pn 4.1 -Co TOTAL LGTH • DOL 1.o'-1 Pt LGTH ,C, • 1 0 7 1 Pt I O• = r, Pt 1 2.»'/,* / 5 9 1- Pe-L�1 Pf (. (1 Pv- LI. 7c1 Zr�,- r F.T 9 ,/ 5- 4 Q I p, 0 Pn q K L_O / TOTAL I I- I Li q co.S! 3 O 6 p, 3 I. C.,, 1 Pt 20 _3 LGTH I S -(<,S-(<,7 Pt 9.c) 2.. Pt Pv `(7.0\13-o0 = �. > 3 Pe 3 0 2 FIT NE Pf , `t 7 Pn •(oL0 TOTAL 3 Pn q I %- 3 % 4 2. LGTH Z , O Pt 1),39 Pt LS.;7 Pe I. 7 D Pv-I-`1,7-J- FIT FIT - / 0 O �' ` Pt 2_ Co Z- Pn TOTAL I O TOTAL I 1. Pn q 2� i_0.,7 FIT LGTH 10•• j .1-`f Pt 1 4}.7 5 Pt r• -•L Pe Pv 2 i. FIT I o - 6 0 105.(47 Pf 2.1. (;„ Pn .D1ot10 TOTAL ZO,j ,0? •- q Z 1 0- Pn / 2l1•:'7 Pv L5,3 t1 •1 /7 Pt 1 60 •2_) 0 Pt << S 2 Pe Pv FIT 1 0 r S-7 Q 17.7 .4f Pn Pf 2.32- TOTAL 15•cej _ 3o443t13 } q Pe � LGTH Pf Pt 1 ). Z 7 Pt q Oo '42- Pe Pv 19 FIT 2 N 1 Q Pt Pn Pt TOTAL WFS 09-0013 (8 851 JOB NAME LOCATION: No 1 -D STP -.x,45 JOB BY NUMBER 24 o009 60 3rd PL2 - - R W ,IS/3olpf C.110 KC- 2- _ DATE SHEET Z , 3 -A -N 3 S Re,/ 1 OF LoN T' 17 _3-4- OF NOZZLE IDENT & LOCATION NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL P PIESSURE NOTES • 3u'� q co/1r`1) NORMAL PRESSURE o 1t / LGTH; j,Z P1 .3 .S'/ Pt I`f 77 f= FIT , zC T 1 FITLGT" 9� Pv-3,, 44 e Pv /9.44.47 5 - 2- 2_1. Q G l . Pn TOTAL /7 . `7 # S-0 Pt I. 87 Pn //!,, (rf _011.4 q Pt Pn Pf LG4-S-I Pe Pv lj ^L )4..'�lYj/35, T FITTH (a TOTAL 3 e(6•ip Pv Z /,Nr 'L70•`.9 0 ' 1. c) /.210 LGTH TOTAL IL.(- .11Sn P1 I_y7 Pn =20-15 �'0-301 q a).7L Pv S - 3 0 7 r 1 • 9 LGTH 0.7 Pt 1Lt.I Z Pt 1 3 . S°p Pt y.91 T FIT j y Pe Pv k tt11 P-�.lT' 0 Os.31 1•%I 1✓s TOTALS•7 .Z3'',C. Pf Z_D' Pn Q -10.0' Pt qLGTH Pt 7, it 3 Pn TOTAL (.v (zw D Q /7.0 1•c Pt 7,0. (614 Pt . 7(41 Pt 14.z.f, FIT IL S, '7 Pe Pv Pe /- ff,,{;,/ O Pn TOTAL 7 TOTAL Pn Pf Pn '_ ., 3° 3 q , 1 I t/ 9 Pt LGTH u , 1 0 71 Pt 1 D, L 1i Pt 1�D 3,rtr FIT (1 Pe Pv S- I Q 1 0 Lott q (1 1 1. 1 TOTAL 1 7 Ld Pf 1, C Pn T` q Pt 111, i1' i/ 15.2 a - (I 1 1 . S LGTH FIT Pt / 1 i 1 Z Pt - S Q FIT Pe Pv 1) /-/IAN O q 1 Zj, 3 TOTAL Pf Pn • 19174 Pt l7 .7-7 q ,' ' r LGTH Pe Pt Pt 0 al 9.5 q FIT Pe Pv LGTH '-/.t•;- Q . D7 ;1 TOTAL Pf Pn 1.1'`Vt�S q 3,L(o Pe LGTH 7 ,0071 Pt 2_0• o,} Pt 3--,01i FLow _1_1/7_ F. FIT /3, L.I. Pe Pv 301 -1 -3t -Io Q S7,211 q TOTAL %j.Lf Pt .I(o Pn . 07(1- q 4.1 -Co P'�/�, LGTH • DOL Pt 2,) . a 0 Pt 5 -2 O 14.87 FIT Pe Pv /f Pt Pv q I.S. 1 S TOTAL S, \ Pt . o I Pn .01Li q K L_O / Pt (L 5 r ttl� LGTH FIT Z Pt 20 _3 Pt 1(5.2/ Q 30. 0Z FIT I Pe Pv 3 0 2 0 127.32. I-'r V FIT TOTAL o •(oL0 Pf r Pn 0 q (.o-.32._ 4 2. TOTAL LGTH . D�1 3 Pt -20.‘s/ Pt lit I-1. 3 z FIT Pe Pv 31S �L 0 1 92_ .(.0q- LGTH TOTAL I O PI , O) Pn 1(3-.32- (j,32FIT (Z .L O 31 I ,0 e FIT Pe Pv LGTH II.'b Q i> 3. u Pt ZV.cj"0 Pt k. 21/5 FIT 11.9 TOTAL /5 .7 q 1, t `� Pe Pv 3D3+3't(t" .D1ot10 Pt D. o .� ,0? •- Pf ,-)1 Pn / 2l1•:'7 Pv \) q (3'15.Z -C." 0 . l , ' Pt TOTAL 1(4 LGTH Pn Pt 2 /. („„ 1 Pt 32_1.0(. j( / Z/.G( -3`4S•2-c. Pv LGTH FIT Pt I I, 59 e, Pe Pv 3o443t13 Q Pe � TOTAL Pf Pn TOTAL q Oo '42- If, Pt 7. O O 19 LGTH Pe Pf Pt 21.1 ,-.1) Pt Pt 11. 02••• Pt Pv FIT FIT Pe Pv 30y 4-343 O 443 . C. 2 (o Pn TOTAL (L . 0ty3 1 Pf , 52. Pn Pt q / I S• 2 1 Pt • 0 731 Pt 7, ; Z LGTH . 067 Pt 2. r,5-/ _�Pt Pv k 22.x/ -30St3'(2 0 S SO .9 Pv -- - FIT Pe Pv Pn TOTAL (1,5' Pf • • . Z 7 Pn (I'!.y LGTH Pe LGTH Pt Pt 2G•IS Pt - 14_72 .41- 306, -F3�11 1 0 C.7.3 • p FIT �� k;.q-o FIT FIT Pe Pv O TOTAL Pf Pn WFS 09-0013 (8 85) JUcs NAM:. LOCATION: HYDRAULIC CALCULATIONS 1, >r. .,ti, ,{,Ji"/. J JLJO BY NUNI0 Ln '-I -':>J / a -' 2 D .t-2_ aL'J ,IS/3olpf C.110 KC- 2- _ DATE SHEET 2-9 JAN 33 1••!( `Nr'D z-'. OF Z - `t OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Z3 c) q NOTES NORMAL PRESSURE LGTH 1 i LGTH; j,Z P1 .3 .S'/ Pt 1124* f= FIT , 03 .4.3 Pe -(. c2. Pv-3,, 44 s -I Q V.'. r�'l 0'1.) FIT TOTAL 2(• S Pf 2.03 Pn Pv q I'' 3 Sot; t3�Il Q LGTH _011.4 Pt , ,'t Pt Pn Pf FIT Pe Pv lj ^L Q J411 /. j LGTH TOTAL 3 Pf , Z Pn Z q 1 7-.S j Pt 2 7. 21 LGTH . I 95 7 P1 5. 7 3 PI 1K S•; c z 5 L -/- (.oma Pe FIT Pe Pv S - 3 0 7 r 1 • 9 7 (2 5. 1 Pt 1Lt.I Z TOTAL 3 Pt .625 Pn Pf q I, ( y LGTH LGTH • 3t47 Pt /J. 33 PI 1✓s FIT Pe (, _S. -L._ Pv I. 3,1 ,:-/ 5 -4- Q -10.0' Pt TOTAL 7 Pt 7, it 3 Pn TOTAL (.v (zw D Q /7.0 1•c Pv -LGTH . 7(41 Pt 14.z.f, Pt IL S, '7 S N FIT Pe Pv .5-c Pn TOTAL 7 Pf 1. ,t' 3 Pn 7} q r;-/ • 3 '_ ., Pv LGTH 7 , 1 I t/ Pt 16 I I Pt 1,C.j. / 13 ,L 7 T FIT 2 :9 Pe Pv S- C 0 1 1 I. 11 I. ;9 TOTAL 2 7 Pf 3. 0 9 Pn o.j.S7 q (1 1 1. 1 Pf I. -1 LGTH T` Pt 1 .2 b Pt 111, i1' i/ 15.2 a - (I 1 1 . S Pt `/1... Z Pn FIT Pe Pv (J 1 Q Pt TOTAL Pf Pn -- 20? q 1 Zj, 3 ,,./!.29 O LGTH 6.1,.. • 19174 Pt l7 .7-7 Pt ,' ' r FIT (Z Pe Pv R'4r 0 al 9.5 q TOTAL 1 Lam`) Pt 2.) 7 Pn LGTH '-/.t•;- TOTAL 1j.S . D7 ;1 Pt LGTH Pt Pt 7/ , °+/ Pt 57.3 Pe FIT Pe Pv -A-1 N O Pe TOTAL Pt Pn Pn 2•-•_, z q I.D it c),:. r 140 7 n.•L/ LGTH -3,s--Pt . 07(1- 7.00 Pt P'�/�, -r FIT S Pe Pv 5 -2 O 14.87 1 7 ,�,'j Pt . Co y Pn Pt Pv q I.S. 1 S .; , 2T LGTH ej .01Li Pt Z (0 y Pt (L 5 r ttl� q FIT Z Pe Pf .00 Pv 5- Q 30. 0Z Pn TOTAL 11 Pn Pt q ((- 3 3 I-'r V FIT LGTH r-, -5 •(oL0 Pt j, Ll 1% Pt 0 _ 1 Co C S FIT (,Pe TOTAL Pv s-3 O 1-t(..12 7- L ,TOAL 11.3 Pf I,33 Pn Pn q (7. 0 s I , f ( Pv LGTH • 1 4 c Pt ID , Z 7 P1 1(3-.32- (j,32FIT FIT FIT Pe Pv - 4 Q i> 3. u 0 FIT (p TOTAL : pr . (-II Pn LGTH L{ i q 1, t `� 7of,1 q LGTH 4 FIT 10 .D1ot10 Pt D. o .� Pt q 2 C Pe Pv 5-S 0 . l , ' Pt TOTAL 1(4 Pf ,5I Pn (/qq ,L> 2-Oo/ Pv LGTH 'D)SL(. Pt I I, 59 e, tiPt I _ %�•z3 .• 3.01-/ l°✓ q FIT Pe � 5-(i o /00.j ` TOTAL Pf •4f3 Pn Pt 7. O O 19 FiT Pe Pf LGTH Pv Pt 11. 02••• Pt Pv 5-.Z9 J FIT 5 -/ Pe Pv 3-7 0 11 t) .3 Pn TOTAL Pf Pn WFS 09-0013 (8851 I•-, .,,.,r LOCATION: HYDRAULIC CALCULATIONS jI,-).-,( =34_1) FLA - JOB NUMBER BY .. 1.A) - BY 2c -v 2,-10 Ft_ IZL)) ,IS/3olpf C.110 KC- 2- _ DATE SHEET 2(, .77-1,N o -, ,2e1 c_oNY'D 3 -5 OF 3 -C- Z - `t OF NOZZLE IDENT & LOCATION FLOW IN GPM FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH PIPE SIZE FRICTION LOSS PSI/FOOT EQUIV. PIPE LENGTH PRESSURE SUMMARY NORMAL PRESSURE NOTES NORMAL PRESSURE q LGTH; j,Z q % Pt LGTH LGTH 07:4 l PI 2 (. Z 2 Pt li 5 -1 FIT FIT Pe Pv Pv -} Sot; t3�Il Q (..-73-.&' // 4.2 TOTAL 3.5 TOTAL I O • J Pn Pf ) `) Pn a 1/`o IcS.L q 1 • 3 LGTH / 12. •/.0" LOTH 103 Z . I15o Pt 2 7. 21 P1 :4_17-4 ) 2y -f FIT 1 ;.7 Q Pe 0 1 3 9. 3 Pv (.../ / 3o 7-F 340 0 7 (2 5. 1 Pt 1Lt.I Z 5N TOTAL 11-.1 q Pf ) L).`)`1 Pn LGTH <5r,7 Pt I(i17g _ Pt ie 1✓s LGTH 7 FIT • I r) Pt 57.7 Pt 1 -2..4..- C./ ✓ FIT Ll Z TOTAL (.v Pe Z 0, ) Pv -,_. 4L(, / '1 = t! 6 I-22 ct Q O 1 (., . 9 (.o`I S N TOTAL 61-) ,10-7t Pt S `J Pn 4 4vct q 7} Pe Pv Pv 0Pt LGTH IT �3 TOTAL , , -( , 0203 -S , 3 3, Pt Pn % Pe q z1 Pv I. ;9 Q.ICGI? O Q+() o.j.S7 Pt Pf I. -1 Pn T` -1-1+0Sd q -%SPrLSI Pt `/1... Z Pn - Z LGTH /Lt.S • 0/3 7 Pt ©L},6 Pt t , S L, V FIT Pe O Pv %r I%.0 , Q _ 3 I S ,' ' �%: , 2_'l TOTAL 72.1- Pf 1.7 Pn Pv q FIT 1 1 ? t49 O ( .2 LGTH '-/.t•;- TOTAL 1j.S . D7 ;1 Pt ,f (,5 Pt /:7,71 LrG FIT /L/,j Pe Pt 5 S-7 Pv 01 0 Pt Pe TOTAL 1') Pf . 1 Pn Pe q q r 140 7 n.•L/ 2 LT'= LGTH 10S . DOS P'�/�, i Pt Do' C4 ✓.I GI/ FIT 1 3 3 Pe 1 7 Pv O. GI, O Pt Pv - L' fiSc`t' 2T TOTAL ZZ,S Pf (. 2- Pn t pose t ose r l q -/ S -J PfCao Pn LGTH TOTAL 2-• ... Pn Pt (0Q Pt LGTH , 1 72. FIT Pe 31'. I X I/J 5- i''' - 7 3•,S Pv co ppL_/ 0 _ 1 Co C S Pe TOTAL Pf Pt fon Pn ' q TOTAL 1 2_ Pf 7-0 7 Pn LGTH c?.) 7 Pt Pv Pt Pt LGTH 7 .2,-, (..;./ FIT Pe Pv 1(S r Q 0 FIT (p ./ Pe TOTAL Pf LGTH L{ i Pn TOTAL 2S`" q Pn 'r FIT (L LGTH q Pv Pn Pt Pe LGTH Pt Pt 2 3- (o) Pt FIT Pv O Pe Pf Pv TOTAL Pf /- /ff4N Pn q Pn 5-5• c2 O /0•3 LGTH q (.o9) Pt LGTH g_' Pt Pt 7. O O Pt FiT Pe Pf Pv FIT ? Q Pv 5-.Z9 J TOTAL 5 -/ Pn Pt LI Pf .3 2_ Pn LGTH FIT q 1 c,Z7 Pt Pv Pt • 0 731 Pt 7, ; Z FIT Pe TOTAL 5 Pv , DZ Q Pe Pv TOTAL S. 21S" Pt Q 3o .14- Pn .0 q_ Pn 12_: Ss. ?./.,., "7 LGTH Pe Pt LGTH Pt Pt 5. LC Pt/ Pt FIT �� k;.q-o Pe FIT Pv Pv O -3 Q Z(v-.?, 3 TOTAL TOTAL 5•S Pf Pn Pn q q 1 Pv LGTH • 2$ O Pt ) , 1 3 Pt TOTAL 3 Pt , 33 FIT Pe FIT Pe 4,2 . 3 3 Pv TOTAL 7, O O Pn Z 4, 1,. Pt TOTAL q 1 °o - 3 7 Pf FIT 111 Pn q Pt 1.04- -z'1 Q IC� u.b S ` LGTH FIT Pe Pt Pe Pn Pt - 0 Oc' .7 _ FSroO FIT . Pf Pv 8 J 2) U 4- Q 4- , .2-z. Pt TOTAL Pf Pn Pe q W •301 Q-� ts•L.. 0 104 LGTH TOTAL ILP Pt 1 4-47 Pt FIT Pe Pv O TOTAL Pf Pn WFS 09-0013 (8 851 JOB NAME LOCATION: HYDRAULIC CALCULATIONS 1JI2_>),ST72n�A S JOB NUMBER BY .. 1.A) Z10005 Go 2,-10 Ft_ IZL)) ,IS/3olpf C.110 KC- 2- _ DATE SHEET 15 .774 -ti 3-3 Zc✓ 1 - c-0Nr I D 1-I OF Z - `t OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LGTH; j,Z q Pt 10.2.E Pt (2J L - LGTH • /32) Pt 1 2.02- Pt Pv li 5 -1 0 i -•U FIT Pe /, S V Pv 3.: +3 i' -} 5 - -7 Q 1 2„o,3 Z...7 10 , TOTAL 3.5 Pf , ce'a Pn LGTH Pf (3.1 7 a 1/`o IcS.L I Y q LGTH • 1 7 c 5 Pt l it. D' f Pt Z 0 3 l 2.1 FIT Pe IN Pn Q 5 -O 0 1 3 9. 3 (.../ TOTAL I O Pf 1,75- Pn Pt 1Lt.I Z P1 q FIT • / I r0 7 Pe LGTH <5r,7 Pt I(i17g _ Pt ie TOTAL (O Pf I.1 1 FIT Pe Pv S -I 1 -2..4..- • (.l 5-2. c, I . Z 3 TOTAL (.v TOTAL Pt Pn P � s- 7i) I O 1 (., . 9 (.o`I TOTAL 1. 5 LGTH 1 , ,10-7t Pt 10, 1_q Pt 2.0 (.7 12-0 ,h Z L FIT C Pe Pv Pv FiT -( Q ( p° •0 -S TOTAL ') ? Pf Z- 3 , Pn Pf ,7 Z I Pn Pn q z1 0 0 q (0 7 I. ;9 1(, .2Z LGTH o . 10) 7 Pt 1 Z. 7 Pt 2...:,_ 1 T FIT 2J ICr T` FIT (. Pe Pv Pt `/1... Z Pn - Z z O / (_,• J TOTAL 1 2- Pf (, 2- 7 Pn Pf t , S FIT 1`)• 7 1.(.1 O LGTH 7, j .10)3 Pt 13. o5 Pt q ( o42 S. L y FIT S Pe Pv 3-1'r FIT 1 1 C -3 O ( .2 0 1 L. TOTAL 1j.S Pf 1.C,) Pn TOTAL /:7,71 rq \ 5 (o- P) Pt 5 S-7 LGTH Pt i S S-0 Pt Pe 5 -Lc 3 S -‘2•f (v• 2 LI i -CI S 3 // . ` S c. 11,s-4_ FIT Pe Pv q 1,OLIn J -- 'v Q , 0.9`'1-5 TOTAL Pf Pn FIT 7 Pe -4,`) �r -/-1.1.7-i- q I LP/. o Z,5 TOTAL 19..`) LGTH , 339f Pt 1 j, 79 Pt Pv Z,OL,1 LGTH •33 FIT Pe 17.0----- O Zoo .Z Pe Pf .7(. TOTAL 2_ PfCao Pn Pv TOTAL 2-• ... Pn 1 3 2-Y1-) LGTH , 1 72. Pt I(,,-({7 Pt 31'. I X I/J 5- i''' - 7 3•,S �, Z,1`•� k),L� Pe Pv FIT Pe Pv TOTAL Pt fon - 12- O 2 2-1 S 1 • ? TOTAL 1 2_ Pf 7-0 7 Pn Pe c?.) 7 Pt Pv 2Z• . t O zµ42_ • I . 1 `5 0(47 LGTH 7 .2,-, (..;./ Pt O._SLi Pt & • C 1(S r 5±1____ 0 FIT (p ./ Pe Pv , I ' LGTH L{ i S --I'? TOTAL 2S`" Pf r; I r Pn 'r FIT (L Pe q Pv Pn (09 •4 LGTH ' Pt 2 3- (o) Pt Pf Z. 3 Pn q 0. 7 FIT Pe Pf Pv • 2 0 1 7 Pt I � O Z Pt /- /ff4N 0 TOTAL Pn 5-5• c2 O /0•3 n(-240 q (.o9) y_..,.., LGTH g_' . 0752 Pt 7. O O Pt LGTH , C FIT ? Pe Pv 5-.Z9 J Pe w 5 -/ O (1-(,7 Pt ~TOTAL 10 •x) Pf .3 2_ Pn FIT q 1 c,Z7 1.3 0TOTAL Pv LGTH • 0 731 Pt 7, ; Z Pt TOTAL 5 12_5-,4 , DZ FIT Pe Pv �q 21 7_, O 51r,. 51 S. 21S" 5- Z Q 3o .14- , 02.00 .0 pt , `I tf Pn 12_: Ss. ?./.,., "7 q I / ) Pe p,, LGTH . ISo7 Pt 5. LC Pt/ Pt .1(D �� k;.q-o FIT Pe Pv S, /S -3 Q Z(v-.?, 3 TOTAL 5•S Pf ..0i Pn 1c ' S-1.3 FIT q 1 Pv LGTH • 2$ O Pt ) , 1 3 Pt Pv TOTAL 3 Pt , 33 FIT Pe 1.05.p +5 4,2 . 3 3 I`ILI: TOTAL 7, O Pf 2..1 9 Pn Z 4, 1,. Pt q 1 °o - 3 7 4.47 FIT 111 LGTH Pt 11.3 Z_ Pt 1.04- -z'1 Q IC� u.b S ` s,,1 FIT Pe Pv Pn S -s- 0 Oc' .7 _ FSroO TOTAL, . Pf Pn 8 J 2) U 4- Pt WFS 09-0013 (8.851 4- +- JOB NAME LOCATION: HYDRAULIC CALCULATIONS 1-4.5 21)Sr;.).'1'., JOB BY NUMBER /am, -1O' -' 2ND 1-7-L12.. IZL)) ,IS/3olpf C.110 KC- 2- _ DATE SHEET 2`3 JAN 5L Zc✓I 1-I OF '-0^(T D NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES �,� , -IN u FRICTION LOSS PSI/FOOT LGTH; j,Z NOTES Pt 10.2.E Pt (2J L - (-,(Y FIT 11 LGTH Pe Pv li 5 -1 0 i -•U 1 ,0`t- TOTAL, 7 , . . 1 01 I Pf 2 .-5 / Pn Z!'s 10 , 3 LGTH Pf (3.1 7 Pn P1 Pv IcS.L q e w LGTH Z 0 3 1, TOTAL 5, 1 D 'i -..i Pf , 5 L Pn Q qqc,..5 q (j •j (.../ Pf LGTH Pn Pt 1Lt.I Z P1 FIT • / I r0 7 Pe Pv <5r,7 5 -3 0 S ( ' , ie TOTAL (O Pf I.1 1 Pn q 70.3 S -I LGTHIT • (.l 5-2. c, I . Z 3 TOTAL (.v ;C) , Z HPt P � �( 5 - T O 1 (., . 9 ~- TOTAL 1. 5 PI . 2 7 Pn Pt q 10,5 2.0 (.7 LGTH , 0902- Pt IS.' kta Pt Pv FiT Pe Pv -S 0 `) 7, O TOTAL 17� TOTAL 'l Pf ,7 Z I Pn Pn q z1 5'3 ! 1(, .2Z LGTH/2.S•' . / 2.9 e'. Pt lC.LD Pt [.2_,`' 2...:,_ 1 T FIT 2J Pe Pv 5 - ( c, 0 1 1 ,/ . 1 1-r TOTAL 32.c- Pt `/1... Z Pn Pv LGTH 4(..,,,t; Pt 2 O • LI..- Pt Pf t , S FIT Pe Pv I. NI T O TOTAL Pf Pn o ..'r -O q ( o42 /0,1L4 LGTH (1.1 . 0.993 Pt O•)4 Pt 1 1 L I� 3-1'r FIT 1 1 Pe^ I, 1 (- Pv - L/_ 5- 1 0 1 L. TOTAL 2,7.4 Pf 2.5Pn TOTAL Pf LGTH Pt 5 S-7 Pt Pv FIT Pe 5 -Lc 3 Q 11,s-4_ TOTAL Pf Pn 14.5--�f SXJ;I,SQ 41.` 11-,3 q 1,OLIn J Pe LGTH 7. ) , 0.9`'1-5 r-.:-- — - Pt J. 3 C•- / Pt --- - - L1T FIT 7 Pe -4,`) �r S -2- 0 I Co • 7 TOTAL 19..`) Pt - I ,9- ( Pn 7 4-I R q I / • 3 41,4-5 Z,OL,1 LGTH •33 Pt 8, Lf U Pt /e-)<7_ Pt FiT Pe Pf .7(. Pv S-3 0 33,E Pv TOTAL 2-• ... Pn 0 ( 33• O TOTAL 13 LGTH Z./ ( Pt c3 , 1 C,, Pt 31'. I X I/J 5- i''' - 7 3•,S �, Z,1`•� FIT Pe Pv S - 1 0 LGTH TOTAL Pt fon 14_, 30 q (� ,I 1 • ? ;< - Z's. -75>> LGTH 7,c -Pt LGTH Pe c?.) 7 Pt Pv . 1 `5 0(47 Pe Pv __, S - ( Q ST). ri 20TOTAL & • C Pt ^ I . 4 2. Pn �t,.3� Z4iJ, 3 4 q 1 .5 l.0 LGTH (. .ZS , I ' LGTH L{ i 14.13 PSI , I 3 Pt ` U i '1_ 12' _--. =�,'7 'r FIT (L Pe Pe Pv Pv Pn (09 •4 I ' TOTAL Iv• 3 . 16.ILi- Pf Z. 3 Pn q 0. 7 LGTH • 2 0 1 7 Pt I � O Z Pt _:'s Pt FIT Pe (_5 Pv ��•sF;. S•' 5-5• c2 O /0•3 — TOTAL S, S Pf I. `/ q Pn y_..,.., q Z I. G TOTAL LGTH Pt 17 .2 1 Pt^: k•-•;. L °, - - L.,1,41._5".. --5q FIT 5-.Z9 J Pe w S- 0 1? 1 • 9 Pt Z3 (4 TOTAL Pf Pn WFS 09-0013 (8.85) JOB NAME LOCATION: t�1 V T1 D A 1 I 110"` r• A >) x•` 1 11 (4'r NEOe'OSTri,,-AA. f 1Y N 1+ JOB NUMBER BY 2/10'-'1 (a J Z- ° %1.-3)4.- r&3 DATE SHEET Z F -3vI2\/ I '-0^(T D 2.- 5 OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 5-S q S0.7 LGTH . o(_/-47-- Pt I I, SL Pt -, V--= 1S.75 -S'S FIT Ps Pv Z!'s Q Z.0L7 TOTAL -5.S Pf 4 , j2_ Pn P1 Pv q LGTH Pt /1 S 4 FIT Pe Q TOTAL Pf Pn TI -7,41-1 fir 1,U49 LGTH ,O7SZ Pt •7 00 Pt FIT Pe IN S -I Q I4',.3-] TOTAL (.v Pf ,L1-S--Pn -71 q 1S-1 3 ¢ y 5.36 LGTH .07; 1t- Pt e -" Pt 'r FIT Pe Pv Q z o. --e,1 3 TOTAL 17� Pt , jp Pn 5'3 q 1(, .2Z ) .3t) LGTH 7•Z,S , 1(_4-7-5-- Pt S,33 Pt 1-r FIT 9 TOTAL 11.75 Pe Pv Q 4(..,,,t; - Pf t , S Pn q LGTH Pt /0,1L4 Pt IL Z 14 . S-(.., t� S FIT Pe Pv Q TOTAL Pf Pn LGTH Pt 11,s-4_ Pt 14.5--�f SXJ;I,SQ 41.` 11-,3 FIT Pe W z4I Q 3r'.7J TOTAL Pf Pn 7 4-I R q 41,4-5 Z,OL,1 LGTH O , 15 3.0 Pt Pe ((, 5-4- Pt -r FIT l O Pv 0 I 0 ,) 6 TOTAL 13 Pf Z./ ( Pn �, Z,1`•� q O y� > I. 32- -2,7-49. 03 % .(/SS LGTH , 12,3 5 Pt 14_, 30 Pt ;< - Z's. -75>> FIT Pe Pv TOTAL 3 , -s Pf . 4-3 Pn O �t,.3� Z4iJ, 3 4 Z •b ;j LGTH (. .ZS , I ' Pt 14.13 Pt =�,'7 FIT 11,70 Pe Pv Pn -1 - TOTAL 1,, 4--g.- Pf 3:71 q LGTH Pt 1 ,s 44- Pt __ ] IL - Sj • ! .1../c,1 FIT Pe Pv y_..,.., Q TOTAL Pf Pn L.,1,41._5".. --5q 5-.Z9 J LGTH ,00G Pt Z3 (4 Pt FIT Pe Pv 7.01 = Zo1°1-- 0 744.1 () TOTAL 5 Pf , DZ Pn �q 21 7_, O 51r,. 51 S. 21S" LGTH , 02.00 Pt Z•3,?1 Pt 12_: Ss. ?./.,., "7 FIT Pe p,, i Z4 -o' Z. I TOTAL 3 Pt .1(D Pn ZSo, 2_p S, /S LGTH . o417 Pt Z3 , 51I Pt 1c ' S-1.3 FIT Pe Pv 2, 034 s31 0 7(,7. ZO TOTAL 3 Pt , 33 Pn 1.05.p +5 5, V7 I`ILI: LGTH ! 1_ , (J( 47 Pt Z 4, 1,. Pt 54.3)1 '%S t -3j,»4 C L +1,1 7 4.47 FIT 111 Pe Pv 1.04- -z'1 Q 4111-,4,06 -1 1 1i , 4,06 s,,1 TOTAL S-1 1 Pf 2 , 01. Pn }, 140SC q _ FSroO L ,;S7 LGTH 8 J 2) U 4- Pt 4- , .2-z. Pt FIT Pe I L.gti W •301 Q-� ts•L.. 0 104 7 .(p5 TOTAL ILP Pt 1 4-47 Pn Cif. 10 /07) 5ci1N(/ &-- S -11 WFS 09-0013 (8.851 lT WFS 09-0013 (8.851 LOCATION: HYDRAULIC CALCULATIONS 1 <i10JJj (0-= BY JOB NAME l••OPA)S- e..,0AN_ JOB NUMBER 6 2-1.4 . 1'•1300.. tt C12-0 •-• 6Z- 4-, i 4:L. . ,2 ,i`_1V",-NIS DATE SHEETS- LOCATION: 7 0° % »n- BY N.A. Ze I 1 _ - ,--T') r'-=- S3 r7- < l 1 7 OF PIPE SIZE DATE 1 NOZZLE IDENT & LOCATION FLOW IN GPM I- -Ca OF PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH (_o--1 1r, SHEET a AE SUMMARY NORMAL PRESSURE NOTES I.L Z'Z/ NOZZLE (DENT LOCATION & FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Pe Pe S - 7 Q (!, ( I. O Li) ' A-L.A/ LGTH 14. S Pn Pt L01.70 Pt / k ) ' L I i t Pt 0• (O q %5 ±: J FIT 5-73 Pe Pe Pv o 5 )- 9 q 10 G TOTAL (p Pf 1.7 S Pn LGTH qLGTH 1 7 ` ( (, Pt s Z . r ) 73 Pt l ,) • 33- Pt I SP r...:3,.l, Pe Q I I 7,2.(,S (O.7S 7 'pl. Z -V/ TOTAL 72-.S , 034/-0 Pf 7,S I Pn LGTH GG Pt / 3, 2 , Pt LGTH Pt 17.C.t 1. Pt / G •g L Pt LGTH 4, f 5 -3 Pt Cp4-,2.I Pt Pv y ,e Z .. o TOTAL TOTAL Pf Pn -r•f FIT I. -r`) Pe i?. o J w ,(/ (9-, Pt Ls-, o Pt 17D `,},r -r Pe Pv 5-1 14,5- Pf 1• 2.7 TOTAL ZO.3 Pf 3.7 S Pn -1-3- Z q 22-, S 1. 3 p 0 LGTH 3.2-} 1q Pt I D , 56, TOTAL 11 e 0 0 "17 Pf , 13 Pn Pe Pv -1---.----Q 'Ir.() Pf TOTAL Pt .5 L 2 i.TZ LGTH IDS q Z4', ( Pt 7 . 31 Pt LGTH 3 . I (.0, O I P1 ,5,73 Pt L S Pe (-t147 Ci'/ FIT 133 5 - 3 Pe Pv TOTAL I ( pf 1,-“,. Pn U G2, Q j.1.i -2..-r- TOTAL 235 0)71. Pf I .7 % Pn Zi FIT 57,5 Pe Pv , 1'2,.. Q I L Z Pn LGTH Pf /• 7 0 Pt 7 07. 1 I Pt 3 r7-0 r-w".z v PPL-rw , 10 7 l 4- 1-1-• LGTH 6 q 7 Gs -0 Pt - 5 j `1 FIT FIT Pe Pv I S i•+ Q 4 PPL,y Pf Q 15 -1 Z•(i5 i JJ 'Z 7 7q LGTH 1'.f f, TOTAL ?2. Pt -_I 7•_Z 3 Pf Pn TDC.,,na..:0,../4 P1 Pe FIT C_, Pe Pv / j f LGTH Pn Pt Pt Pn -(- q I S• Z._, 1.3 -, Pt 1 ,, L ,°J- LGTH („ . 013 Pt 0•S D FIT I ;. L Pe Pv Pe Pv 5 - L Q 30.1 Pn Q Pf 1 .o-) pn TOTAL 1 S Pf Pn LGTH . 1 372. Pt J . 'Ti Pt ), rs- 0 Pv FIT Pe _ LGTH - S Pt Pt TOTAL 2, S Pf .39 Pn Pt q (/ '1 - L 1.(,1 Pt I S .9 l LGTH FIT Pt 5. `).Oj Pe Pv Pv FIT Pe Pv 5-c- Q Pn TOTAL J.o TOTAL Pn Pf Pn I Y Pt 7.0.E LGTH . Z07 Pt 1 I . 1 G Pt •^ ) %C..." - LGTH Pe Pt Pt f O 7 5. 4 q TOTAL 2. Pf , `-i 1 Pn LGTH q / -1. 3 1/ FIT LGTH Pe Pv Pt I( 5-. / - FIT Pv S- Q ,/ (o • 7 TOTAL .1• pf I • Pn - I O 7 Pt , , ZL J Ll LO C LGTH FIT Q Pt 1. S 2 I` TOTAL FIT Pf Pn 5- 7 o 115-.1- TOTAL Pf Pn Pt FEI• LGTH LGTH Pt Pt Pt . / ' Ni FIT Pe Pv TOTAL Q Pn FIT Pt Pe Pv Q TOTAL Pt Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pt Pn LGTH Pt Pt FiT Pe IN Q TOTAL Pf Pn LGTH Pt Pt q FIT Pe Pv Q TOTAL Pt Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn LGTH Pt Pt FIT Pe N Q TOTAL Pf Pn WFS 09-0013 11851 1 HYDRAULIC CALCULATIONS NAME IN0Kll5f/2.O.GtS JOB NUMBER Z/0005(-° _ JOB CATION: I Sr PLR. BY 12--L-) L DATE .2 S 1 .S net/ 1 CONT' 0 SHEET 1 - 2- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LGTH 0. I Pt 7.0O Pt i3G: 17 I q FIT 7 Pe Pv 5-I q" - o 1-["-g7 (_r4% TOTAL IS,( , D7S•L pf 1.(9' Pn LGTH 6 . Pt . 14 Pt S-.2: 17.3 ?.., FIT a Pe Z.9 Cl" Pv 4G•• 4+ 7E,-- 5 -2 Q J,', I`) 1.30 TOTAL IS, 33 .0737- Pf 1.1 G Pn LGTH Pt 1 2..1 4 Ptj. l 7 q 13 .01 FIT Pe Pv 5 F 3 Q 4-O .2.-0 TOTAL 1, S . 1 74Q_ Pf e L f2, Pn LGTH Pt 1 Z. Lt J Pt k_ 1(.-±1.1 ff r'9" I 0 , L FIT Pe Pv __ Q fo(e. ,f> Z ' TOTAL 6.,c . 31 7 Pf Z. Ce Pn LGTH Pt 14.41'(, Pt I., ( 7 I qq I lf L (P FIT Pe Pv S -5 Q j L •L bb I.41 TOTAL 2- "5 , 2,4-1C Pf • c• ., Pn LGTH 1.7 Pt 15 . 1 'f Pt kS,1 aI.j (4 tow Z Z7 FIT Pe Pv 1 c Q 1 o ..S ) 2_, .7 TOTAL f 1, i . /01.-7 Pf I . LL Pn LGTH Pt / (a , 3 G Pt FIT Pe Pv R ti I Q TOTAL PI Pn LGTH S Pt 7.v O Pt SS' G3 af= 4. 1 ( q FIT Z Pe Pv o Q /U, S? 1. 044) TOTAL 7, s v1S-L P1 .) t) Pn LGTH Pt 7.1 ) Pt t Ls --,2,,,,. I,L 2i q L7 -O 1 I FIT Pe Pv ' t-o,A 5 -• - Q 31. ?- IV TOTAL 3 • 3 c05 Pt 152- Pn 550 LGTH Pt .51 Pt f, r 1 S`, FIT Pe Pv I ---7 ' 5 - 3 Q L.1 7.7 f!,1.3 U TOTAL LF • 1 71 Pf . 65 Pn LGTH Pt 9 , Z OPt FiT Pe t Pv ~ ) - 1 £ S O TOTAL Pf Pn ^-- LGTH 0, 7 Pt 7. O O Pt S S UJ q FIT C Pe Pv r7 - S u 0 I t, -1 ^ I • 09 / TOTAL 7: 7 , 07 1 L Pt .4-t' Pn LGTH 5-,m Pt 7.93 Pt c2-44- / / k.C'L3' b•2-tT q 14• 3 FIT i Pe Pv to...." 7 4- O 35,50 I.3' TOTAL (1,3 . O7%3 Pt ,)O Pn ) LGTH Pt • 3 3 Pt 3i•S' X - 2/.j3 l 33 -( ( FIT Pe Pv 1- ` Ot t_ O TOTAL Pf Pn ( 3 3,1 -- r y `/ 7 LGTH Pt ' , 1 P1 t' 3 1 q 7 . J FIT Pe o• Pv 1- (, 4- Lf Z., (0 -77..e.-t., Q O 0 .332,o/O7 TOTAL -f `3 • 0(1.3 it- Pf ' .21 Pn O .L LGTH Pt f.•( S Pt k,.S. L L o 1 D'.1•° Pe Pv FIT S . l - Q`)5.o8 - TOTAL Pf Pn WFS 09-0013 (8.851 LOCATION: HYDRAULIC CALCULATIONS I ,.. BY NUMBER L1UJLijtou 7N 0 FL2 C4NPY 4pc .4 2-1.4 . 1'•1300.. tt C12-0 •-• 6Z- 4-, i 4:L. . ,2 ,i`_1V",-NIS DATE SHEETS- _o.•1T `0 Nva Ze I 1 _ - ,--T') ._..1- 7 OF PIPE SIZE PIPE FITTINGS & DEVICES NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT a AE SUMMARY NORMAL PRESSURE NOTES I.L Z'Z/ q Pt 12.1 s pt LGTH 5 , 077 Pt 7,.07 Pt G'2, Z L,aSr F.o2(C 31.:7.--- i FIT I I Pe Pe S - 7 Q (!, ( I. O Li) ' TOTAL 2- Pt I . (.• Pn . o3'2 'b q /S`O / k ) ' L LGTH 1 • 2- I Pt 0• (O Pt ±: Q (( ] .44 FIT Pe Pv S -1 o 5 )- 9 q 10 G TOTAL (p Pf 1.7 S Pn LGTH qLGTH 1 7 ` ( r Pt s Z . r ) 73 Pt l ,) • 33- Pt I - FIT Pe Pv - 3 Q 41 Q. O TOTAL I 7• 3 TOTAL I O Pf ✓ • s7 Pn LGTH GG Pt / 3, 2 , Pt LGTH Pt 17.C.t 1. Pt / G •g L Pt Pv 5 -3 FIT Pe Pv y ,e Z .. o TOTAL TOTAL Pf Pn c 0 I. -r`) Pt ( 3 .0 0 LGTH ,:i•} FIT t 1 ,(/ (9-, Pt Ls-, o Pt 17D `,},r -r Pe Pv 5-1 Q 22.c Pf 1• 2.7 TOTAL ZO.3 Pf 3.7 S Pn -1-3- Z q 22-, S 1. 3 p 0 LGTH , 1731- 31- Pt I D , 56, Pt FIT Pe FIT Pe Pv -1---.----Q 'Ir.() Pf TOTAL Pt .5 L Pn 3.f706 q Z4', ( l-(! tr`) 13 LGTH 3 . I (.0, O I P1 ,5,73 Pt L S Pe FIT . Pe Pv 5 - 3 Q .6 5 . 1 PI ).(oO TOTAL I ( pf 1,-“,. Pn 1- '-2,j,; q Z_ ) 2 C.' : ) ,g,/,.-.?LGTH S>'.j . t7' 7 1 Pt ?•.1. S4 Pt Lj r- ‘,C•9 X Zi FIT 57,5 Pe Pv V/2/.)-y7;!JI- J 1'2,.. Q I L Z Pn TOTAL 1 I L Pf /• 7 0 Pn f0•)9 LGTH 7 1, 7 , 10 7 l Pt 10.2c,= LGTH 11.4) Pt ? -1,n1 L/ Pt - 5 j `1 Pv FIT Pe Pv / %1 -.k11.4 Q Pn TOTAL Pf Pn i JJ 'Z 7 7q LGTH 1'.f f, 1, 11C) ?2. Pt -_I 7•_Z 3 LGTH I!.I. .0-7 2. Pt 71 03 P1 Pe FIT C_, Pe Pv / j f L Q 1e• D Pn TOTAL 7.0 Pf /,S 0 Pn -(- q I S• Z._, 1.3 -, Pt 1 ,, L ,°J- LGTH („ . 013 Pt 0•S D Pt I ;. L Pv 3 Pe Pv 5 - L Q 30.1 Pn TOTAL 1 S Pf 1 .o-) pn 1 S3.1 )X 1 1-43 - Il. I .q- 1 S .2-1/p 3 Pt 1. (4,,• t 1 J LGTH . 1 372. Pt J . 'Ti Pt ), rs- 0 Pv FIT Pe _ Pv - S Q '-s. Co Pn TOTAL 2, S Pf .39 Pn Pt q (/ '1 - L 1.(,1 Pt I S .9 l LGTH .131 Pt 5. `).Oj Pt c'L Pv FIT Pe Pv 5-c- O (,)•0 Pn TOTAL J.o Pf I.10 Pn Pt q 17 . I Y Pt 7.0.E LGTH . Z07 Pt 1 I . 1 G Pt •^ ) %C..." - FIT Pe Pv S -c f O 7 5. 4 q TOTAL 2. Pf , `-i 1 Pn LGTH q / -1. 3 1/ Pt Pv LGTH .2-1°22 Pt 11 _ -7 Pe Pt I( 5-. / - FIT Pv S- Q ,/ (o • 7 TOTAL .1• pf I • Pn - I O 7 Pt , , ZL J Ll LO C LGTH FIT c334 Pt 1,t. 9 / Pt 1. S 2 I` 0 17 . 117 FIT Pe Pv 5- 7 o 115-.1- TOTAL Pf Pn WFS 09-0013(8.85) • J08 NAM LOCATION: HYDRAULIC CALCULATIONS iNI0P-1)ST:Z01.45 JOB BY NUMBER L1UJLijtou 1 Sr FLP- .Lk) . 1'•1300.. tt C12-0 •-• 6Z- DATE SHEET 2G IFN .56 Qo'i I _o.•1T `0 1 -3 OF 2- S OF Z ' 8 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES i4- 101 q otr'T10 q 2-,q0 /L I`/ NOTES LGTH ,0223 Pt 12.1 s pt LGTH • IZ-Zc FIT Pe Pv 5 -Co o 99.o Pe TOTAL 1l•3 Pf •31- Pn q / •3(., 1( Pn LGTH . o3'2 Pt / % •''f 7 Pt k ) ' L . l L`t` FIT Pe Pv S - Z Q (( ] .44 Pe TOTAL 1:7.3 Pf . e-(0 Pn q 10 G Pf , `t % if LGTH LGTH 1' Pt 1/--c J Pt 2,C) . ?L Pt 13, , FIT Pe Pv FIT 10 1 36 .0) TOTAL 0050) Pf ''I- / Pn TOTAL I 7• 3 q I D ' S I LGTH LGTH GG Pt / 3, 2 , Pt Pt 17.C.t 1. FIT Pe Pv 5 -3 o 1S 5 ,0li Pv TOTAL Pf .) L Pn TOTAL q 1 5•-2,2. Pn LGTH c LGTH 3, J :r030C, Pt ( 3 .0 0 Pt kc--. I-- .FIT I •3S FIT1 Z Pe Pv S-tv O 11 I .3(o Pe TOTAL IS• Pf 1• 2.7 Pn q I G• (/ SiLGTH q ll U 7 Pf 1• S3 Pn LGTH 0 P1 17,0 7 PI 17 t L. X f t r07 _ / 81.67 FIT 1 0 FIT Pe Pv R 1`1 r Q FIT TOTAL Pf Pn 4- 1 1 q 1 O P S 3.f706 TOTAL LGTH / .4 tr`) 13 ~ Pt I (o. 3 6. Pt Pv q FIT (S Pe Pv 21.17 0 2-8 .7-- Pt TOTAL]/,a'9 PI ).(oO Pn 2_,::.... T- q Pe Pv LGTH 5 -Z Pt 17. 9 C. Pt TOTAL!/.) Pf /' L 3 FIT Pe Pv /-IAN JJ 0 Pn TOTAL Pf Pn 14-O q 4 1. o ) f0•)9 LGTH 7 1, 7 , 10 7 l Pt 10.2c,= Pt 11.4) 3 L FIT (o Pe Pv 5 - 1 O 10'. Pn TOTAL 2.x[7.7 Pt c) 7 Pn pt 2._ 7 G. I` 2,7. Y 1. i 0 Pt 21 .2;2. LGTH 1'.f f, , D5 S f ?2. Pt -_I 7•_Z 3 Pt ,p J .1._5-•c/-1-2 %t'f 11,x; 7.. FIT Pe Pv S - L 2 Q 1 . 0 I , (o I p TOTAL 2,0- J Pf Z. O S' Pn Pt 1 (o . 1 !p q Z 1-. S 1•(i -(- LGTH ,IZ6?.0 Pt 1 ,, L ,°J- Pt L i L P'-(o-ZL-I- FiT Pe Pv S-3 Q 60•5 q i (? TOTAL .2 Pf 1-01 Pn 6 (,7I q 7 1 Pt - 1 S3.1 )X 1 1-43 - Il. I .q- LGTH L. -- .2-1/p 3 Pt 1. (4,,• t 1 J Pt -S-:L "r FIT Q Pe Pv 5-e Q ,1 ) Pn TOTAL 1L,3 Pf 2.70 Pn LGTH q Pt 74 s3 Pt LGTH Pt Pt I S .9 l Pt Pe Pv FIT Pe Pv N T Q Pn TOTAL Pt Pn O - q 1.04 9 Pt LGTH 7. 1 FIT Z , 07S L Pt 7.0.E Pt FIT Pe Pe Pv ~ - `x 1 ,07 TOTAL TOTAL 5.1 Pf , 6,f,6,f,Pn .r q q I'f ' "( 0 21). o I 1.3'6 LGTH LGTH •0716 Pt Z /y 7, Pt Pv IL) : 3 • I3t) Pf I.LEO FIT Pe 5 -2 - TOTAL 7,8 Pf . SG Pn PC ,L L q 1 1 7 r a 29.7 q -- LGTH - Pt O . Z i(' Pt , , ZL J Ll LO C Pt FIT Pe Pv 5 •• r J 0 17 . 117 - - - - - TOTAL Pf Pn WFS 09-0013 (8 85) WFS 09-0013 (8 85) JOS NAlvit LOCATION: JOS NAME LOCATION: HYDRAULIC CALCULATIONS N 041)5'r t, o Jcj$ NUMBER R. w LP--),?,-- 3 . 1'•1300.. tt C12-0 •-• 6Z- DATE SHEET -a'4 D FL2. BY DATE SHEET 25 J N 83 cJ I 2- S OF Z ' 8 e! o --T '/0 AA, Sc. 4.5/?fV(- PIPE SIZE PIPE FITTINGS & DEVICES NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES '1.-2.37 q -NT`D 2-,5(,7 P< LGTH • IZ-Zc FIT Pt Pv 5 - 3 FIT Pe Pv 5-1 0 1 Cf TOTAL 3•) Pf •`I.3 Pn LGTH q 1 9 . O II Pt LGTH . l L`t` Pt 13, 3'9 Pt is S• 2 s -4- FIT Pe Pv 5 - O o 1 3=i.,/- TOTAL 3 Pf , `t % Pn LGTH q I,LGTH 1' Pt 3 ,y g 7 3 . Zvstt Pt 13, , Pt k ) r FIT 10 Pe Pv S -1 J Q ! I S 3• Pn TOTAL I 7• 3 Pf 3,6 o Pn LGTH 0 , O'h e)e) PC 3,: 2 LGTH IC S--,4 Pt 17.C.t 1. Pt -1 Pe Pv FIT Pe Pv IZ WI- Q Pn TOTAL Pf Pn LGTH c q I.o45 Pt LG H 1 e .. . Orf\"L •I -7- o 0 t `Y 5 7 3 FIT ) Pe P'1 S- 1 Q 1'4 87 q I G• TOTAL 2.o.+ Pf 1• S3 Pn LGTH 0 Pt 9. y Pt LGTH FIT 1 0 Pt 5 S 3 Pt Pv 7 L -f - - v ,/ Q 1. 3 2 . (o 4 q q I J- 2' 1 FIT Pe Pv I Pn 5 -2._ 0 Pt / 3, 7 t.. TOTAL PI Pn FIT 10 Pe Pv q 1.0115 Pv L TH 2_, . 1 0 7 1. Pt O, Z,o Pt Pf i 20 (I... /I I.4) 2_,::.... T- FIT .5 Pe Pv Pt 5 -Z O I ).0 FIT TOTAL!/.) Pf /' L 3 Pn 1 Q 1-S-1 q 7.3 (.3j Pn LGTH _ • r/-) )$ Pt H.4 5 Pt j -7 (LI.o7 Y' 3. s 3 - 11-3 f0•)9 FIT Pe Pv L1 L o 3c." •073 TOTAL 1 3 Pf 1.27 Pn TOTAL) n/- 7 q (0 .9 Pn Pv LGTH 24(...# pt 2._ 7 G. Ft /._.c. -.2.t Pt 21 .2;2. FIT Pe pv ..-3 Q 5 • L Pv TOTAL 15 . 7 PI 3 • `i- 0 Pn TOTAL Pf I , (o I 13% LGTH 0. Z . 1 07 7 Pt 1 (o . 1 !p Pt t C „LC.. -(- FIT P Pe Pv - 5 - '7 O S . 3 P'-(o-ZL-I- TOTAL ((, L Pf 3_ O cI Po t5. 2_ .4- 23. / q i (? Z.c/;9 q 17.9 LGTH 1. 6 (,7I Pt L) • 2 c) Pt - 1 S3.1 )X 1 1-43 - Il. I .q- Pt FIT 1 L Pe P, 12 Ni T' 7 Q 7 (a 7 3 - t- TOTAL / 3. S • V11.7 Pf Z,.(2, 3 Pn Pn 0 q I D • L S l! LGTH LGTH Pt 74 s3 Pt Pt I0.3(e Pt FIT Pe Pv X- A. 0 Q S• • L( 1. TOTAL PI Pn Pn q q 20 •V Ll I,CpI LGTH LGTH Pt Pt Pt ks. L o L '' (-p t2, FIT FIT Pe P. 5- Q LGTH 1 TOTAL PI Pn .r q 2.0 67 Pv LGTH • D D"1 Pt Pt j jtLLf TOTAL 11 • I3t) Pf I.LEO FIT Pe P' gq Q + .3C• J Q 7 TOTAL . 5 I TOTAL PC Pn a 29.7 q -- .r- LGTH LGTH PI r 3- Z o Pt Pe -- Pt LI o 22-L. e0 FIT -- FIT Pv 3 - C.- Q - - TOTAL Pf Pn Pn 0 Pt 11.'1'5 Pt FEI• LGTH Pt Pt - FN r - . / ' Ni FIT Pe Pv TOTAL Q Pn TOTAL Pt Pn WFS 09-0013 (8 85) JOS NAlvit LOCATION: HYDRAULIC CALCULATIONS N0 VSiY-oMS JOBNUMBEr1 BY 2-1D03>6.0 15 T PLR_ T2 L.) . 1'•1300.. tt C12-0 •-• 6Z- DATE SHEET -2(c• ..-,44.1 83- - 2 -eV 1 cow- '4 1 -4- OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES - ✓ IDL.- q Go V! 0 ( LGTH .0133 Pt .. 14 P< - 3L FIT Pe Pv 5 - 3 Q 17.2 7(• TOTAL O.3 Pf (o % Pn q I , (-9 ' Z.o c.7 LGTH . 0315 Pt 0.9 O Pt ` -s-,2.. C - FIT Pe Pv s -4- q Q (o Z .) ( TOTAL 2_ Pf , 0 0 Pn q 1 Op ,OL LGTH LGTH • DG34, Pt 3 ,y g Pt i k S LC - 7 C4 ( .,-• FIT FIT Pe Pv 5 0 0 b , c)8 TOTAL 1 0 TOTAL <- Pf • 3 Z Pn q %• <G ;o q 1(P. (et LGTH LGTH , O'h e)e) PC 3,: 2 Pt IC S--,4 FIT FIT Pe Pv 5 - Q 57 . ( O TOTAL 1D TOTAL 3 Pf e L 7 Pn q 1 c) • `f 0 qq, o q I EJ• 14 l LGTH LGTH . (Z3Q Pt 5 S 7 Pt KSc ) 7 low FIT FIT Pe Pv 5 7 0 11 b .0C, TOTAL 10 TOTAL 3 • Pf . 3-7 Pn / q 1 5. J r q I G• , 9371- I LGTH ) LGTH ` • 1' 8 T Pt 9. y Pt SLI. FIT 1 0 FIT Pe 3 0 3 Pv 7 L -f - S - ° ,/ Q 1. 3 2 . (o 4 q q I J- 2' 1 TOTAL 15 TOTAL LGTH 3. 0 Pt ,7 5 Pn q • 2037 Pt / 3, 7 t.. Pt k_ c L r FIT 10 Pe Pv q ' - / 0 I S1 •93 Pv TOTAL I3 -S pf 2-J 1 Pn I/0.e)) Pf qC/oL.G ) LGTH . 0 243 Pt 1(., S7 Pt 1,`•'33x- /lo.T7 l - (1(0L.,G 4') FIT Pe Pv R- r Q LGTH 3, o TOTAL Pf Pn +- 11/0 q o rJlf •Jq 2' l f-" LGTH 1. IP • 20te-7 f0•)9 P q I S . 33 T FIT 1 Z Pe •073 U T /! Q ZT ti-, S; O V4 .c)7., TOTAL) n/- 7 Pf 2-8 3 Pn Pv q Q 3O.2.D 2.465 LGTH • Pt 21 .2;2. Pt _ q IS)o'L FIT Pe Pv /, I tV Q Pt TOTAL Pf Pn 13% q 1.0 'f'i Q 1/,O4 LGTH to j e 1 O 7 1 Pt l0.2.4c rt 11OI I 3(_ FiT (o J Pe- 2.110 P'-(o-ZL-I- S-/ S O 1 0 PI TOTAL 2.4 Pf 2,S-7 Pn Pe /. 5) q 17.9 I.3 ., 6 (,7I LGTH , 1.0 10 Pt 10,1 S Pt S• L q Io°• FIT Pe Pv - t- a O 3 c-.5 Pt TOTAL -% Pf .'l 1 Pn Pe q I D • L S l! Q 3 o .11 LGTH LGTH • 2le 1 Pt I0.3(e Pt o 1 J - `) 1 FIT Pe Pv S - 3 Q S• • L( 1. TOTAL Pt 1.3 1 Pn Pe q 20 •V Ll I,CpI 5 -(", LGTH • ( O 32, Pt I L, 1 7 Pt ks. L o L '' (-p t2, FIT FIT Pe Pv 5- Q -1L9.90 LGTH 1 TOTAL Z Pf .37 yPn .r qq-2,.yG q l• 9 o 2.0 67 Pv LGTH • D D"1 Pt 1 2. S Pt j jtLLf TOTAL 11 • I3t) Pf I.LEO Pn Jlo.s - S gq Q + .3C• J 7 TOTAL . 5 I Pf • (O }/o Pn PI 1pj. 3O a 29.7 ?3 73x- / 1) 33 .r- LGTH Pe PI r 3- Z o Pt k c.)._ G t_ -11 Lem LI o 22-L. e0 FIT -- Pe PY 3 - C.- 0 (15 .06 - - TOTAL - Pf Pn WFS 09-0013 (8.85) HYDRAULIC CALCULATI5NS JOB NAME LOCATION: NOR D T:20A S JOB NUMBER BY al c)005 ( o 1 S 7 PLf. 2IJ . 1'•1300.. tt C12-0 •-• 6Z- DATE SHEET 26 TA -ti oS 1011 Cori rIU 1 - I OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Lf4110(O q /.I/5 LGTH c", S .(071 Pt 1 0. L/ Pt - 3L FIT r Pe Pv S -I Q 1y.0 TOTALff,\ Pf 1.2.3 Pn q 20•S ` 1.3S LGTH • ' Pt 1 / , et 9 Pt - FIT Pe Pv / LI :V C'- Q TOTAL (o Pf , Z p Pn ( LGTH . / 01 0 Pt 1 1 - 7 7 Pt tC S • 2. 1r FIT Pe Pv - L Q - , 3 TOTAL 1 0 Pf ) . 0 1 Pn 10 q %• <G ;o 1.(0( LGTH L , iO3T Pt 1 2.13 Pt LsZ L - FIT Pe N - Q T .5t. TOTAL 1D Pf I,Oi Pn C.1.1.. q 1 47.('72 1 Q 31 .45 q 1 c) • `f 0 7.067 LGTH q.3- LGTH •-03J SPC Pt 7 •3_ p 1 Pt 1' LZ I FIT 3 FIT Pe Pv 5---- Q 73 ,c)c. Pt • S5 TOTAL 10 .) `t Pn I • (i 1 / q 1 5. J r I IIS , 9371- Pt 3 . 0 I LGTH ) t .0•j 3'7 Pt I'1, 3 S' Pt k_s-• L.1.- -•r FIT 1 0 Pe Pv S -S Q 5 3 ,7 3 Pn TOTAL 15 Pf t. " Pn q , 0111 Pt °,' S ` LGTH Pt 1 ( .53 Pt Pe 1 30 Pi -1-3 f f FIT Pe Pv Rt.' I Q Pn TOTAL Pf Pn LGTH . 0 243 Pt I O -o 7 .07SL Pt 7. co 0 Pt FIT 13S q I.O1q Q '[-g .1 5 LGTH 3, o -• FIT Z Pe Pv S - I O I'-1--77 TOTAL 5,g PI ,q -`f Pn Pt /O.14 q I S . 33 1.13 LGTH •073 Pt 7.5/4 Pt O V4 .c)7., FIT Pe Pv 5-2- Q 3O.2.D 2.465 TOTAL ,..0 ~ Pt .s0 Pn Pt /O.(sI, -- _ q IS)o'L I 4 FIT LGTH • ((o0 Pt 7. 5 4 Pt TOTAL 6,.s- FIT Pe Pv 5 -3 Q 1/,O4 TOTAL 2-6 Pf .`tj Pn Pt _ q 1 • 7 I•(oI FIT LGTH 7, .3 • 13 0,--- Pt 3.3 9 PI ks l 2E FIT Pe /. 5) P'- cf-/o r+ - 6 (,7I LGTH TOTAL 1,(-d 2_0S ~Pn S• L q Io°• 2. x') 07 Pe LGTH I(a, 4'1 . 0 (72.3 Pt (3.43 Pt L ;;S,LL 1-.1✓ FIT 2 O Pe Pv 5 -C.- Q 3 o .11 LGTH TOTAL 3e, ,g Pf 2 L 7 Pn ICS(, 2 'c 3 ^F J,.f o 1 J - `) 1 I Pv LGTH I Z, t13./c.) Pt ) LI . J O Pt L f a - FIT 1 0 Pe Pv 5 -(", 010 0. 0Y- Pt (( , `/-7 TOTAL Z-2 .) . 09 4 Pf Z- t L Pn FIT Pe q 2l .3-3 S - LGTH 1 Pt I C - O Z Pt I S L .r FIT l o Pe Pv LGTH 3.3 S - I7 0 (Ll 3 °o Pt j jtLLf TOTAL 11 • I3t) Pf I.LEO Pn Jlo.s 4- % Ion q 100.1 C, TOTAL /S - Pf J.fiS.- LGTH 2.7 PI 1pj. 3O Pt ?3 73x- / 1) 33 .r- FIT 10 Pe Pv .•.il•(-; 1- ,. : 120 t 1 LI o 22-L. e0 FIT -- TOTAL 1 2.7 , i-10`1:1)Pt j t 1-.5 • Pn--•=: '-r __ , ' _ ,== 100•`I - - q - Pf -- --- - Pn - LGTH Pt 11.'1'5 Pt FEI• l.ia 2,j,,:: FIT Pe ° - FN r - i / ' Ni o - - - TOTAL Pf Pn WFS 09-001318-851 JOB NAME LOCATION: HYDRAULIC CALCULATIONS X10141).sTL;)M5 JOB BY NUMBER 2. l00 `/ 10 1ST FL /2_ 2,Z L.J DATE SHEET 2C> ,7441 11'/ I Cori rIU , 1 - T OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 139 q CO t,'T I ► z_o(0Z LGTH 1/7(0 Pt 1 3, Z O Pt - FIT Pe Pv S -to Q 1l5 .05 TOTAL /• S Pf •IO Pn q 20•S ` LGTH 2_g,Pt • 1 (o r( 13. 3 f Pt - FIT I 0 Pe Z _ C, 9 P -I- (.. L -1-- - 7 ( Q 1 3 , (v i TOTAL 1') . S Pf 2. 1 1 Pn q LGTH Pt 1 j, r 0 Pt FIT Pe Pv R (4 r- 0 TOTAL Pf Pn 10 q I -(79e) LGTH 0. 2, ,O-1SL- Pt 7oo PI SSU - FIT s TOTAL 7.t, Pe Pv 5-3, Q l'f-37 Pf .yZ Pn C.1.1.. q 1 47.('72 1 Q 31 .45 1 3. LGTH q.3- . 075 3 Pt 7,.fl,. Pt ksc.L3 `.G -7r4 1;0 ,,,) FIT 3 Pe Pv S - 1 TOTAL 7. r Pt • S5 Pn q I • (i 1 LGTH 6, S- , 9371- Pt 3 . 0 I Pt -2__E FIT d Pe Pv III -- Q TOTAL I ` - >- Pt , j Pn q Z,oe7 LGTH Lt fo , 0111 Pt °,' S Pt L FIT (S Pe 1 30 Pi -1-3 f f TOTAL /9. (. Pt . 2.L Pn q 1 (. a LGTH . 0 243 Pt I O -o 7 Pt I 2 I` FIT Pe Pv - 3 Q '[-g .1 5 TOTAL 7 Pf • 17 Pn 16.71 LGTH .octZ 3 Pt /O.14 Pt ks, Z`-/ FIT Pe Pv ,t S -T O V4 .c)7., TOTAL • , Pf •Y• 1 Pn q 14a, D 2.465 LGTH •01(01 Pt /O.(sI, -- pt <S•2_3`• 3.41.: FIT Pe Pv -5 0 be) .`52. TOTAL 6,.s- Pf .17 Pn f • L 7 o /t, 7 t LGTH . 033 1- Pt 1 0 . a L Pt 1/ S.Zq FIT Pe Pf , 3 v Pv S - Co Q ) U • 1TOTAL 0 . pb Pn q l -31 LGTH D,1p Pt 1 1. 1 C. PI S• L FIT Pe Pv 5-7 O 11s- s) TOTAL Z•3 Pf 12- Pn q /7.7t. LGTH • '.73 Pt 1 I .LOO PI ICS(, 2 'c 3 ^F J,.f FIT Pe Pv t13./c.) TOTAL 2 •' Pf • 15 Pn q 17. 7 Sr I IY LGTH • 0OOc'/7 Pt (( , `/-7 Pt ktj. Zel FIT Pe w S - 01 51 . O TOTAL Pt . (oO Pn / q f •ZY LGTH 3.3 •10`E7 Pt 12-_ 1 S- Pt j jtLLf FIT I Z Pe Pv S^10 / c .3 Q16,9 TOTAL /S - Pf J.fiS.- Pn 0 LGTH Pt j 3 .,5 Pt FIT Pe Pv Ia14 r o - - TOTAL - - - Pf -- --- - Pn - CCL) sciZ(u(/ WFS 09-0013 (8: 851 FIRE HYDRANT Ex IsT. 10 WATER ✓ t3Y 07 HERS N ExIST. FIRE 1-repght4T EbY OT HERS EXISTIryC,1 F IRE HYDRANT (e( OTHERS) E l14-r ( VAULT w/ Dov,St.E DETECTOR YARD PoST NORDSTRO M W ITA NEW A.S. BY WORM/NLA) uNDER TviIS CONTRACT TD be mean -ATE) UNDER. T14I4 C.OKTRh(_1. NORDSTROM (ExISTING) W ITN exIST. AS (3Y woRMALb (SEE fob t04(.) TO bE REMODELED 6Y wo RMAL) UNDER THIS GoNTRAC.T FIRE HYDRANT OTHER requirements of this Bureau for classification as sprmklered; ,tom changes or additions as recomr,anded on the attached result In Improved rates. Acceptance applies to plans as .d for construction and occupancy shown thereon. EIRlshed subject to inspection for final acceptance. r, approvals UNDERGROUND SITE PLAN SCALE . I1' = 46-04 LOADING DOCK VICINITY MAP REMODELED LOP.DING DOCK WITH A` S UNDER C.4:0NTIZALCT ZI0oO959 TI L. EXISTING MAL UNDERGROUND NOTES PIPIAIG IS To ee INSTALLED wlrN RODDING AND/O0. BLOCKINLa AND 15E FLUSHED AND TESTED IN ACC-OROANCE. vv ITN NFPA STANDARDS 13 AND K 24 FEET 3ELOw GRADE. 3) ALA. PIPE t FITTINGS To GE GLASS 52, CEMENT LINE.D DUCTILE IRON (TAR C.2)oi ED> PER. EXCLUSIONS EY,CA'AT10-4 4 eAC.ILFIL.L, - 6Y BAILEY CANST 2) ASPNAtiI_T CONCRETE CUT 4 PATC144 - by PkIt-m't CONST. 31 SPRINKLER 4" DRAIN LiNle - R•Y OTHERS FLOW TEST ►NFORMkTION RESIDUAL_ FLOW: LOGINTID1.1: STATIC. HYDRANT HYDRANT. OPENED (Z) 4,S" PORTS (2134" STEEL. SHAG.IELE Ropy, PIPING DETAIL_ WASHINGTON SURVEYING AND RATING BUREAU 3300 MARKE=T PLACE ONE •2001 WESTERN AVENUE SEATTLE, WASHINGTON 96121-2190 THRUST SYSTEM R1SCR TO SUPPLY ` SPRINIC PIPE LEGEND VAULT FOR- C.P\THODIC.. PIPE PROTE-c.T10N15 UNC MAGI IN`.2TALLATI014. CATHODIC. PRc1TECTIOt4 To 15E D1ia165.1ED Fork PRoTEC.TIoN OF DOC, ILE IRON UNDERGROUND PIPE TI•IE EN TI RC L.EP Tli . (15Y OTHERS) TRANSFoRMER PAD VAoLT KEw 4" SPRINKLER PR -06014 (5Y OTHERS) EXIS+TIr'4G SySTENv\ RISER. LOCAA'T ION EXISTINGE --TRENCH DRAINI 13" M l 9O' EL.L TKRUST BLOCK UNDERGROUND Ex IST. UNOERGP-oUNt7 BY OTHERS EXISTING UNDERGROUND ey o'11 -IE -'1 ENLARGED PLAN PLAN SHEET 1-9 OF 9 SUBJECT Nordstrom - South Center Addition Southcenter Mall Tukwila, Washington The attached plans have been revisions or .additions to the protection for improved rat these plans: Wet pipe sprinkler equiprnen installation of a thermosta capable of maintaining tempera in n.1.1 spaces containing wet p reviewed es follows: The following design as shown would qualify the es based upon information shown on t is acceptable subject, to the ti.cally controlled heating system tures at not less than 40 degrees F ipe sprinkler equipment. 1. Provide calculations substantiating the pipe sizes below the mezzanine in the shoe storage areas., Al 2. Sprinklers should sprinklers should Y bet"be attached installed n nbri7n hli.ne141to 'mrrin"•a. ..lhrise s. 3. Provide an outside PIV or wall PIV system control va:lve:s. Replace butterfly control valves with approved indicating; gate valves with unobstructed waterway. It should be readily possible to determine the status of all control valves, whether open or closed, from floor level. S. Pipe o].i drains to a safe point of discharge outside. If floor drains are used, they should he capable of accepting the full discharge of the 2 inch main drain and test pipe without backing up. 7. All piping, valves• and fittings should be listed and labeled by (JL. for fire service, installed, tested and flushed in accordance with NEPA Standards. H. Replace shop fabricated segmented welded fittings fittings listed and labeled by UL for fire service. ACCEPTED WITHOUT COMMENTS. AS NOTED IN P PER THE 'ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila firer Dept. `'Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmitt3t oirf:revised drawings. Einar acceptance is subject to fieid- Inspectlolrti by o represeftative of this departure. rtt • Job No. Submittal No. SUBMITTAL REVIEW This submittal has been clieCked for general compliance with the Contract Documents as follows: o Exceptions Taken ❑ orrections as Noted ❑ Revise 81 Resubmit 0 117.JECTED as Unacceptable Note: In no way does this review relieve Subcontractor of respons-, ibiiity for making all necessary dsiren oional and job checks required t r complete and satisfactory i7"'','';.,tion of his work covered tilt terms of his Subcontract. . i3AYLEY CONSTRUCTION, INC. INDEX ,OF DRAWINGS : r• 41.5407:5540. DISGRIPTION SITE PII..AN L OF FIRST FLOOR RE.MODEL, ''" 3 OF 9 FIRST FLOOR ADDITION 4 of 9 SE.C: OMD FLOOR REMODEL 5 OC 9 SEc.OMP FLooR ADDITION 4, of 9 THIRD FLOOR RttMODEL "r OF 9 TH%RD FLOOR ADDrtioN $ OF 9 THIRD FL:oOK UPPER 4 GROSS SEGTIO►4 9 OF 9 F P'ST FLOOR UNDER MEZZ• TUKWILA FIRE DEPARTMENT Please call: 575.4407 and exact address for shut« down or restoration approval. DONALD MAYO FIRE PROTECTION CONSULTA THIS REVIEW IS FOR GENERAL . MANCE TO PROIPFstrY LOSS PREVENTION AND CONTROL CONCEPTS AND IS CONDUCTED SOLELY ON ' BEHALF OF THE CLIENT. MARKINGS OR COMMENTS SHAD. NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS INCLUDING APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION THE PLAN REVIEW IS SUBJECT TO FIELD REVIEW OF THE INSTALLATION BY THE OWNERS REPRESENTATIVE AND CORRECTION OF DEFICIENCIES FOUND SHALL BE THE RESPONSIBII-ITY OF THE CONTRACTOR. 'r; REVIEWED BY MAR 2 41988 D.G. MayO SITE PLAN HANGER LEGEND "U7 HOOK COACH SCREW ROD "C1 CLAMP TOP BEAM CLAMP EYE ROD FLUSH -SHELL - CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND MEYERTECH VICTAULIC "FIT" MICHIGAN "SLIP-LOK" PIPE -0 -LET SHAPED NIPPLE ITT GRINNELL "EASE -TEE" - 2- WAY EARTHQUAKE BRACE 4 • WAY EARTHQUAKE BRACE ..„0n STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE - 3 2 1 SPRAY 17 SPRAY 8 16 2 SIDEWALL 1DRY TYPE TEMP. RATING SPRINKLERS USED SYM SPRINKLER ORIFICE S11E. TYPE 4 FINISH QUAN TEMP TOTAL APPROVALS REQUIRED WSR13 CITY OF TUKWItA Don..IhLG. MAYO OWNER / AKC.N DISTRIBUTION W S R f3 CITY OF TvkwILA Z DONALD Ca, MAYO OWNER / ARCH 2 e'/1.YLEY C o..a1, woRMALo (41 TOTRL 11 QUALITY CONTROL BY MLS DATE 11-23-61 APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. SECTION 3-15. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-1 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3-12 AND 3.13. 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY arrisEIS.0 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY oTNERi's S- PIPE NOTES REVISIONS MK DATE ' BY 'CONTRACT WITH: ROBERT C BAY LE`( CONST, ONE UNION SQUARE BLDG. St -ATE ICoOI SEATTLE , wt 98 PAT c.oMPTO►.(: C.21 65304 Job SITE ?HONE.: Z443.157.4 sum-. ' ELMER E6GIMAN E5,;(3k.: MARK HILLIARO CONTRACT NAME: NORDSTROM /° 5c1 // SOUTHCENTER EXPANSION TUKWILA, WA k1f S //7. WORMALD FIRE SYSTEMS 11O4o S4TH AVENUE ,EAST TACOMA , WA 9e4Z4 PHONE E (20(0 9Z2-60‘.44 DESIGNER :r DATE . Rh►4JH 1 Nov.23,1 SHEET M 9M 1 OF 9 JOB NO.. 21000001' FIRE '-\1 El(IST 10" WATER FIRE HYDR,kr4T PaY oT HER`a EXI TI.JG FIRE - HYDRANT (BY oTHER,a' DETECTOR. CHECK YARD r0ST IKEA CAT0 iZ AND FIRE peer NORDSTROM NEW ADDITIOrJ NEW AC.S.' BY WORMAL_D uNDCR THIS CONTRA.GT NORDSTROM (ExISTING' WITH EXV T AS, BY TO 5E g,EMODELED WQRMAL7 UNDER THIS GONTRAC.T FIRE HYDRANT NORDSTP. EXISTING MALL UNDERGROUND SITE PLAN SCALE : VICINITY MAIC REMODELED LOP\DING DOCK WITH A,S UNDER C.01\LTRA.CT UNDERGROUND NOTES Il PIPING IS TO 6E INS P, ED WITH RoDDINC AND/OR BLOG►CINv AND e . FLUSHED AND TESTED IN ACCORDANCE. WITH NFPA STANDP.RDS 2 MINIMuFA 11e,uR•r IS 4 FEET BELAw 3) APIPE FITTINGS TO EE CLASS 5L CEMENT LINED DUC.TO. IRON (TAR. GOAT{:.D) PER TUKWILA STArJDA►12.1 ',. EXCLUSIONS CONCRETE 3) SPRINKLER CUT PATC.hF - 6Y BAILEY CONST, LINE - BY OTHERS FLOW TEST I NFORMP\TION STATIC: RESIDUAL: FLOW: WOR.MAL.D CITY of TUKWILAI Do It G. tAP (O PIPING DETAIL SYSTEN\ R1,eR To SUPpL,Y 3 FT SQDARE_ / 4- FT 't c.t' RDp.Dwa( VAULT FOIL, C13\TH01)iC. PIPE PROTECTION"ZINC PAG INSTALLATIort CATHODIC PROTEcr►Or•l To DE IcanlED F OR.. PROTECTION OF DUc.; ILE IROhI UNDERGIROUNIa PIPE THE ENTIRC LENTIj , 03Y OTHER',,) LZ) TYPICAL, GLASS SL PIPE LEGEND TRE.Nc.14 DRAINi Ex IST. UNDERGROUND e)CIST, UNDERGRO0NC1 BY OTHERS EXISTING U NDERGROU W> INDEX OE DRANNING.5 S DISCRI PT ION SITE PLAN FIRST FLOOR REMODEL, F tR'b"aT F LOO R ' APOITION 5EC_oNp FLOOR REMODEL SE GOND FLOoP, /ADDITION THIRD FLOOR Rlclv\OPEL THIRD FLOOR APUITION SECTION, FIRST FLOOR UNDER ME'LZ PRINT DATE II -Z3 -8B AS BUILT SITE PLAN HANGERLEGEND HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD G CEILING FLANGE H SIDE BEAM ' BRACKET J "J" ' BOLT K SHORT CLIP L "L ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR FITTING LEGEND MEYERTECH F VICTAULIC "FIT"' M MICHIGAN "SLIP LOK" PIPE•O-LET SN SHAPED NIPPLE ITT GRINNELL "EASE -TEE" -.. 2 • WAY EARTHQUAKE ,BRACE 4 • WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 6 8 2 SPRAY SPRAY 6 2 SIDEWALL 21 DRY TYPE TEMP. RATING SPRINKLERS USED SYM SPRINKLER ORIFICE SITE. TYPE & FINISH QUAN TEMP TOTAL APPROVALS REQUIRED DISTRIBUTION QUALITY CONTROL BY APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW, AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1.6) WHICH ARE END TO END. 3, EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE. WITH NFPA PAMPHLET NO. 131983, SECTION 3.10 3.5. ( 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITHAND NFPA3.13.13. PAMPHLET NO. 13, SECTION 3-15. 5,PIPING SHALL BE IN ACCORDANCE, WITH NFPA PAMPHLET NO. 13, 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO, 13, SECTIONS 3-12. SECTION 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES '9,'; FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY C7THETISS 9 PAINTING OF PIPE AND EQUIPMENT (IE REQUIRED) TO BE.,PROVIDED BY -42::;;;;;:I *HT;S 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY c TNE.IZ.S PIPE NOTES REVISIONS MK DATE BY n ray cz_edISET7 (il.OvJ Tefor In.1 C7, A A A A A A A CONTRACT WITH: Roe,EIRT va,./aAYLEY (.ON$TI ONE UNION SQUARE' BLDG, EUIT I(oOt SEATTLE , wA 90 PAT C.oKAPToI4: c,Z1 $0E34 Joe, 51T'C PH ON Z4t p`ISZ4 SUPT, ' ELKAeR EC.4.11w N ENG. MAR,, I-k\t_Li +•ta.© CONTRACT NAME: NORDSTROM w0 5c77-'4// SOUTHCENTER EXPANSION TUKWILA WA ' TAT WORMRLD FIRE SYSTEMS • IIO(o 54TH AVENUE EAST TACOMA wA 54342.4 PHONE (Z0(,o'3 a 2.4,4044 1 DESIGNER DATE M. 5RAUNN Now, 2'S; 11$-1 SHEET 1 OF 9 JOB NO. 21000960 1111 .141 411 S";_ 5 /(7 I' .1 „. 11 0 1 MACH TMD R00• RING I, /4 / 1 •/n - z • 5 •-.•I EYE R00•RING-NUT•SOLT ACCEPTED HANGER LEGEND A "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP -i IZAP E EYE ROD _F - LUSH- .SHELL-- G CEILING FLANGE' H SIDE BEAM BRACKET . J.. BOLT SHORT CLIP Q WITHOUT COMMENTS. AI AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance ani will require a resubmittal of revised 'drawings. Final acceptance is subject to fiel.t- inspectiby a representative of ti+is dep, it •'Ent MACHINE THREADED ROD TOGGLE NUT•MTR• RING 3 •G 30.I ,Ir t •-% • 2_ !f' o ' 114 i.G t Iq "� tq 0 T i'� i • V \ V 1 N f r ' I I w Z' PLuc,1.r , Z._i .._ . ►.� / , ra �7z� 3 -mal T, r • /1 J i',��M3fIS; u J' tie Y /4.7 -L dvl." 3 b 1n it+° w I g (.5. r, ._.... ,.» N. (� B ` z G'� 4 L IHS- • i.. to.�� • /d• 1...�5'. 'h 9- • 04- {I' 1 ')Fo N`• ?'o v b G' >t„ 'j,1.1'6I tP iia -L 4' t ii v .0- 4- ° I•) // o 4 t-1 S.S.BRKT•LAG-NUT. MTR- RING S.S.SRKT•SOLT-14T11•RING MEYERTECH VICTAULIC "FIT" MICHIGAN `SLIP•LOK" PIPE 0 LET SHAPED NIPPLE ITT GRINNELL "EASE TEE" /-G— 3C; / + CI free r "l ROD• NUT- RING '•,., 2, li7'.47♦-' re" (-C^c4 L...i •, �' C//f C K (/4 ,FOR' / 7 /e ✓... 7 ' ,1,.• ••N n•A.JO ; e/ !{. 2.4.10 3/8 H0R-NUT-MTR•RING 4.4.14 3/e NOR -NUT• MTR•RING 2.4.22 3/8 HOP •DSL WIRE HOOK Altk. 2.4.103/8 NOR - SHORT CLIP —>. 2 ' WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE „..0n STRUCTURE TO CENTER LINE OF PIPE IN INCHES SP rchMILER LEGEND G'N4 ARM /ALvC )' 4• LIRON MDR •CCLAMP-MTR•RING .1 9c. i"nI1-s D i 4 E o,e,.Q TWO•WAY EARTNQUAKE MACE `s/ST 1C•'M YOUR -WAY EARTHQUAKE MACE pINCHES- STRUCTURE TOC PIPE SPRINKLER SYMBOLS I - \ 3lj }� o ♦ 1+ i▪ f ar e, l • 4 �, N / n , l ` I •-_.• M /4 A. l1 . , pill Y Ir --'e- I h g { t c = +— •—� t4 'C.'� N .�► o Q`.^� / /S•r.f c' I \‘' \ . Z3: � .1.l'__..-�I 4.1. RA G : 7 $.,. ,� I� �+�°� i Mt 6,1'11:1,4 �.� ' Y�*C `j 9 •t. a' �,�» _ ,. /� f .� Trr. �tw.. 16 N 1 I \ I �ti 1' • 2� / ilia �I / - /. o �i1\ D✓ar n ��_ / t ,I, •7,,L, , r'1:••'+. Y•• , 4 9 Cil /! // - !rs t :---•+t'---�— I, (� Fat M e �'` •' �1u Ii"'3•�-',';:^',1�" • SGT 1� 3z ��� - I 3t •,...,•••4 I,,.� .io-O G'A �`"9 . d` _ -lz;/:•.....L.:.......::::...... rslr **I le* N. o fri G'� LO /* .÷.T0/c 2.• , r f I "( 11 SIDE WALL Z O ® O® ❑ m 4❑ 41 4 ® t 00 0 APPRO 1„ VIMIIINGTON SURVEYING & RATING d`1i1;LiiU ,., SEATTLE, WASH. i f.", ,' 1 0 '9E I/2 s meeting requirements of this Bureau tor classificauuu as NnnYcY�leat owever, system changes or additions as recommended on the attacher] heet(s) will result In improved rates. Acceptance applies to plan submitted and for construction and occupancy shown there al4 Ern" hai 1/2 ^tatlation subject to inspection for final acceptance. 1 yf:�"1yiI'w6i,rrAi:o7r�sIrYtG3rflrnk:YJri.i, YI,It.l,.l, `'Ifrlllsl'>{.1I/,11'NY1 ,u1' rtl11l r,rI�'h:1.,1G lV eV It m rr .n /,..•1!"1$ oY" ol ;x c,r,w anlllIi t4Mlk8!er11s1"d)1 V2 iVYY,1 (fluttl ii ,r,t tI ,• dr^l�:Y'y Dr die rlr Nr r , poit'.„r4 2c,I k 2..xxI I 4 OrAt itna OIS EtkiOt 3 1 I:wYllt )0 t21:6 SW C R C -•�” j_ SIDEWAI.L. 1 ? DRY TYPE TEMP RATING O 165" $ ?12` 3f3 286^ SrM SPaIN$itR GRiFICE SIZE, irPE 4 IINISh QUAN TEMP PIPING ()ETt L NTS 4- /'� 1'a a ^ 3 - 3 .. - 3 3 S ? ,t_,-__ titi.'t-Intro 04(7-;114.,_,- .! ,. z 3- 9 ax (e z' oN TeY ;;;1N ..o /o - • 0 • OI`/I41 \ S o • \ •r• ul• c NA A/NCL /•..0 S -'L,7 SYMSOI 0 • v Job ', r . x" •.r..',f'v, Job No. .`1 . Submittal No. SUBMITTAL REVIEW This submittal has been;checked for general compliance with the Contract Documents as follows: No Exceptions Taken O'Corrections as Noted wr,w ar 0 Revise &Resubmit w,ly 0 REJECTED as Unacceptable Nate: In no way does this review relieve Subcontractor of respons- ibility for making all necessary c'im:r,eie^2I and job checks required to 1 ^ �mp!ote and satisfactory I ' I i nn cf his viork covered I f^:'rns of his Subcontract. /0.11-4.110 4.1. /4'#A)' Arrows, I/A' • A./cIINT OP • A/w•,/ P,cvv.o. TOTAL' APPROVALS REQUIRED • c /0-L /2. n. APPROVED BY t/e.1.✓ esR A►A/wr.q QUALITY CONTROL BY APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY M v Z., / i z- ....R_.8•4 I -I, /l•*- .1.014-6 13% l- i 'a -Z'''5\ ,. _U �y 2 4 a�j 'eirt ti !-- 6 al; f (,1 L� o, /-1- .) e +,' w r /"4 0 /2--0 , m/ c'so , c . -'J r SYSTEM HAZARD GENERAL' NOTES 1. PHO( SIZING & SPACING CONFORM TO NEPA PAMPHLET NO. 13 STAND - MOS FOR A • /S 0 HAZARD OCCUPANCY. 2. ALL MATERIALS & EQUIPMENT TO A BE NEW IL UNDERWRITERS APPROVED• 3. SPRINKLER OEVIGES SHALL N MANUFACTURED BY THE RELIABLE AUTOM TOCENTERATIC SPRINKLE%CEPER COMPANY. 4. PIPING DIMENSIONS ARE CENTER RISERS i DIMENSIONS SNOW THUSLY S. EARTHQUAKE BRACING SHALL SC PROVIOEO IN ACCORDANCE WITH NEPA PAMPHLET N0.13 CONTRACT WITH DATE DATE DATE GENERAL NOTES ALL MATERIAL AND EQUIPMENT • TO BE NEAND UNDERWRITERS APPROVED PIPING, DIMENSIONS. ARE CENTER TO • CENTER EXCEPT RISER & '")IMT NSIONS SHAWN THUSLY d l 6). WHICH ARE' END TO -END 1 EAuTHQi.IAYE BRA(.INr, SHALL BE PROVIDED IN ACCORDANCE.. WITH' NPA PAMPHLET NO 1 3 1983. SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13. SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE, WITH NFPA PAMPHLET NO 13,'' SECTION 3 1 6 JOINING OF PIPE AND FITTINGS; THREADED AND 'WELDED SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13. SECTIONS 312 • AND 3 1 3 • _;. %)WNER TO PROVIDE ADEQUATE HEAT TO 'PREVENT' WATER IN PIPES FROM FREEZING 'IN AREAS PROTECTED BY A WET PIPE• SPRINKLER.` SYSTEM 8 ALL WIRING' OF ELECTRICAL, DEVICES (IF REQUIRED) TO BE PROVIDED BY _ 9 PAINTING OF PIPE AND EQUIPMENT 11F REQUIRED) TO BE PROVIDED 10 FURRING OPP._..__.. _..J EMF„,,,,,,. pp-„0,�Pf•I, 'Q BE I E AND EQf' PROVIDED. RY PIPE NOTES 4FA//6-//1 c 04/: c TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut. clown or restoration approval. CONTRACT NAME REVISIONS MK DATE B rl,: 4.. /i, ,C ,.Ai O r-- i ie /V'. 7 C.4 ° ses, F/r 1..,7 /-a:"r A,, /.f /34 .t , ' 1e Z Z .',.✓f t Af /,off! QN F/',/r ^C C./y/E S T ti ? L•i.: L-� 1it',R•c.•- !♦ • ,,,- S/i_R., 'w c,/ 7/v/'�., C" " ,9 = n o /Y e L L /.✓ E .v/I .vC E R S A/2r F• 040 r!r/ /?/NG, 4 /./sEkT A/vT I `ON GUARD ENGINEER 8•T3-`'� DONALD MAYO FIRE PROTECTION CONSULTANT ..THIS REVIEW IS FOR GENERAL. CONFORMANC PROPERTY LOSS PREVENTION AND CONTROL CONCEPTS AND IS C(. CTED SOLELY ON BEHALF OF THE CLIENT. MARKINGS OR COMM. S SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH • THE PROJECT PLANS AND SPECIFICATIONS INCLUDING APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION THE PLAN REVIEW IS • SUBJECT TO FIELD FIEVIC.Y OF THE INSTALLATION BY THE OWNER'S • P.E.PRESEPTAI IV? AW) (•:)I;R'_'CTION OF DEFICIENCIES FOUND SHALL BE T '.L r, L::F'JN3,u.1,i'N Jr U'. d CUN T FACTOR. Tr tA-' / 14 1,/\ ,N\ RE_ Lc)c.AT1o►,1 ` h1CJ:l a /SLAT Iw CONTRACT WITH ' G,42(1TLC M.iA ir',171 N'RACT NAME R a l\ ti fob 5c Y C/ `,()UTH:E_NT r2 CXPA,V.fc�r�l TuKW L_A 'i' WORMRLD FIRE SYSTEMS lloco "54 Tyr AVE, Ef:T 'TA \A/A, ' c164z,4 4Z.4 (zoc.) 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EAS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Additions, deletions Dept. e Tukwila Fire D p or revisions to these drawings after this .or will void this ;:1cwe;a'.anc3 and will require a resubrnitt;si of revised drawings. Final a^r :eptance is s-.I)IPct to field- insdec`ian 'a'/ representative of this DATt : 4,1.., ,. °'.` BY : ,4••4Y / • ..,,,",,,. 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I . i e. tt r� / , 4- p ; r I � r .: �.y,,�.w t•,'I i u T U Rat :�.,...._... ,,..� i ,4 f I i W li — , y , I fi l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �f I 1 1 1 r ,.. 1 r ll.r� ■■■■■■ ■■lar ■■■■■r■�■ehol' 1 11111■■1■■ ■■■■ ■I"Z1■:Z�;r__ ;u 1 Err■■■■■■■■r■■■r rr r■■mumaq Err ■■■■■■■■555 * 1■a1s■I4 to n i • • 1 a■D■■■■D■■■■CI■■Il■D■■■r►1P■ I 1 !11 1" 1 • !■� _ !111 q■ a 13111111111111.".M ■■■■ Ill ■ ■1■■ I ■■■■ 1 GEED1 1 1 ■■■■f■ii■■■IH I1111111111111111:111r y 1111111111 ■■■P 1111 ir�i'■■ 1 ■ r ■i .. 1 r ■ ■ ■ ■ r i M1�i'i e-1-1-rra745 f4-13 V\I VIP 10 Acp 11.10, "REFERENC'E SYMBOLS CENERAL ECCCRATE DIFFUSER .2X2 RETURN AIR GRILLE AS TV SECURITY ABOVE SPEAKER ffitho 011 tICPTINC FLUORESCENT FIXTURE' VALI. !MIMED FLUORESCENT FIXTURE' EMERcENCT WALL MOUNTED FLUORESCENT FIXTURE FLUORESCENT STRIP rECHANICAL SUPPLY RETURN EXHAUFT ACCESS PANEL • SUSPENDED t. ea 14411.1Igb /CEILING 444,4 ri 4-4 it I VI 41 1 • 11 4 4 • • • 4 • Of • 44400 • • • • Itt rn 1 WASHINGTON SURVEYING & RATING BUREAU 1 „` ,owever, system changes or additions as recommended on tile attached ..Leredt(t) will result in improved rates. Acceptance applies to plans as . t libMitled grill for construction and occupancy shown thereon. Finished ii,ti tifitii,tionflv.,,s,ubsIict:ollir.:..sp. elIon fo,lr final acceapitia:nca. ' .:012.;,4 uti.,f. ;404". 'la' ' ;;',„4, 147 i, 44 !, I„., 4„, , , t ,,, ,.,,.... „ f. P ease c 575.4407 FIRST FLOOR 1=0 - and exact address for shut.= down or restorOon approval. 1 2 3 4 5 6 7 8 9 10 11 12 I, 10 P111 1 ' 1 14 15 .1,1r1/4 1 ,111 11,I 1 ,1 I 1, 1p0P0 , 0 0 ,0 16 A ****r******************04*I". " „ I Pi,' I OA -.'•77'.:" • , ****41!*************.rIT*W1*7./***.r.rw "Im.".111 r #0•• Py• -•0••••-m mot 7,077 **on* .11m, _,_._- 7 7 "fmr,- .1111,11/7711 77,770/,:rnIlm *11771, 111.1.1,7. mopp* Me* Me, 771/ 17•704.171 1.7m7,7-747,, P,PP40P-0, PrIAP,P1p,. 11HYDRAULICALLY MOST DEMANDING AREA . N + 1 2 2 , SYSTEM DEMAND, Mitt GPM REQUIRED AT 5€3 PSI AT PD*C:E. rP ' BASIS OF DESIGN' DENSITY OF .15 GPM OVER CRITERIA SOURCE' ":-T5i''',IF:IljtkIle"tb 1,711117107 MP, /PPP.. **..******.**W*0******v4** ,T rnmonmpOwn, ,T1/17 4.4 *PP, I•1 ff)( .54 xl L.-ItOx I r \' -7•k" T27 iivile?",- 711(1,, 07,6 , r (11, 71-1<‘1 41,1 EDD 114 012 c.- , 6 l'if) t4 1(":_'141 517 I 9 1 .* of. 1 17.9 AV" 0-0 W 4:e9, I / r 717' ?An:, 'I c\l"-.,— :$0 ,, 12.1...c;00 co 2 if N, 4 )....."..............' /- II zap. -0 zlo 1 ":,;41 NpT Ki I. * )' I -o / k. .... ,,,,•• Ow ‘, 0 ' .•,...y,,....Nw16,... n, p am ...,/ 4' :,. -1 1\\ (n iiiQ., 72 r.. ii 0 3; --- ((, " C) '3 Cie tz- L.0-0 4z. 5 "1 'ea cr. 9 3-o P -Lo LOCI 0 tt) 0 Bob 8 -5 ) at - 9 oo I7.11 7, , /, 7, 0 0 b1-69 /6 (t•P-WL.- +.41 ....I' .,•'' alt) 0-0 ) F-0 /-0 0( ) _?* 9 1 I -CI '..*(C:5t 0 14f' ' 52v ppv7.6.71.1,7447.7.171717 1411:71771 3- 4'06 0,..) 11•4111•11•••14•1111111 t 2 twar/m7.71 5-1 9 wiz, 160 ••;s7; *v, •31 o - • I •r, 1-7-77 (11 47,*U0 „tp • it tf 9 /5 (.4) /If( , o 111•11111111111111111•111fl 7"—tr 3-6) 1..16-D61r. 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'TO 1 1!, LI CE.11...11.16+ t tat L.1 Co+ tsM b 1-1111-1 114 L -J40-1111, 1 WITH RT,AlNc.:, STRAPS, r1161;1AP.L.,L, Aj:_:ATAN:::,L4), ro,c,s,E,. 3Ari t)r ktr •47),\1-()L. 1.4,- flPL). AT 6,c•Yrr)M rt.A.LTE.,, OP r-lE:TAL-rp74!vi,.„, „ 6053) ro AALLL.1.-.7144,1'.1', Fltr52.10 I•14..T/kL-L. PL,Ar. P0,1C.1T-'skTIC)KI:; fo $0) Li NI L.r45 t\k-rr...4) oH IAINk 'T 1'5‘ U 14,4 NrIrLP ark E.4:1,Jr.;,C. E,4:CP11711\161 1f.. 5)(P0EP ¶O \./154 )ALL MAIJ HA 06.1eg,5 -ro e ' TYP5 ,Q 7. .;.11 14-0 AN C FE 6. 1,70 1-7 <\' /(0-4.5‘-) s F' Imo 1-0 uY rr:5-19" \ AFF AikLMT RIR X1AIL- 11' - o" (traop yi '..0L11.4') 4.....H -TE.- At\lb bF.,14.1)...1 VA . -/CF' F F Ili" 51.ITTC-A.,5P. L.** 0 Il...T - I '4 -1-NrAP EA. dt.i0.111- C041 Ajr,bpi 1:;01_11'1J VALVE: " 4,03 '-!Th GOP, t r4 Pego - 1e...E.411E:Osor Pic-) 01 AND *--rAKAR14. I‘r:ork, CF'iPC... 'TO MINI Co" LAR0,1k. VALVE LlPLE hi\OV.), C.- win -1 -TRitv• ZeT110-0 thk Co" Q Y c...e.1 w/ TAMPwrrc NAT'M 1;n.P.11.0 NOTE,S r)pirtDRAINKP "TO FLoog. (Cq' oT r7e.TA " "TH1,5 5k4T RIR L.0c ATI Of',4 )FITT.R 'TO t'ALL. Kir N'(„ ADA,PrR. y 15" vic.. 'FL-Arsi63G 140LT. -11-fE •>1eTeq\. pipN(.3 FC2.01A -Th u.6 t>s o 'i': 9o° ELL 1 Jr- t) PLAN4(e-E. none. Ni\,4 crL,NC. PI>AF-roK. ,Y)111,Lto"4,t4.1,41,fek:k*/)04441,14 F ANN Li 1.4\2, zoo '4' 13 PRINT DATE 86 AS BUILT FRT FLoog P,0011 -10)N1 HANGER LEGEND HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL -CEILING - FLANGE 7771777111011.17.6m SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND MEYERTECH VICTAULIC "FIT" MICHIGAN "SLIP-LOK" PIPE 0 LET SN SHAPED NIPPLE ITT GRINNELL "EASE -TEE" 2, WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE „0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND () ct ki) SPRINKLER ORIFICE SIZES AND TYPE LJ cc) 1 2 1.1 je, SPRAY °0 1/2' 1' 3" 4 EJ 3 7 <I 4 SIDEWALL 8 16 2 17 32 SPRAY 3/4" 1" 1/2" 1. 2 DRY TYPE 0 • TEMP RATING .E.LA. LEN) PUNTED CSNITIZAL amer...A 4 0 165° 22° 1F 286° CE 350* 500° 1/2 .4) 1/2 1/2 1/2 SPRINKLERS USED SYM SPRINKLFR ORIFICE s a TYPE FINISH QUAN TEMP 1st rioDe..C.ce Rev -IP Viz(4' bz_ 4 'co bE2- 1- 226 ec.14R./c.)-irz C-1 /0 1/00 TOTAL 2.7 7 APPROVALS REQUIRED \NSRI3 CITY Or TUtAWILN pc.),NALD GI MAYO 0 vs, 1,-1 R/ DISTRIBUTION \N5K3 CITY or TuK\NII...A. DaNi\up . m"Yo awNE.R. /ARC.V;. e.,,k,yLesf 14, woRINAL\L (4) "TOTAL. 11 QUALITY CONTROL BY rvkc.e, DATE 11-7,3 7 APPROVED FOR FABRICATION BY vvi (f., DATE II -1,,', APPROVED FOR INSTALLATION BY DATE It ir'71 GENERAL NOTES APPROVED, 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (16) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH, NFPA PAMPHLET NO 13 198, SECTION 3.10.35 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 I( 1-: t- ''.,Z-1 .1,.0 5 PiPiNG SHALLE IN ACCORDANCEIWITH AEpAi:"MPHLT NO ,,13, SECTION 31C4..:1....,P_I.E1..fL I 1', 6 AJONIDNI3NG13 OF PIPE AND FITTINGS, THREADED AND WELDED SHALL. BE IN ACCORDANCE WITH NFpA PAMPHLET NO, 13, SECTIONS 3,12 , 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER AL I3 SYsyLSTriRiNG OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED PAINTING OF PIPE, AND EQUIP 9 IN MENT (IF REQUIRED) TO E3E PROVIDED 10 BFUYRF:t:TINIGOF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED , , , PIPE NOTES 111 MK DATE BY REVIsigNs 1214(43) me, 5uw...vG.1 5-1AINC.)FPIPC:7„‘:, /4\ j4)'; T+11 A ilzs), MI5 Pert- MAYO Rkr..N./ieV44 7../031 I\ A M sotbr>'.1.-c.> rk,N, rzti..Le A A A CONTRACT WITH, R0.12-.1. E.- .4.s.( Ls( C„„Q1.1-. ONAE, UNIONSQU\?...E.; 51.1)(.4 SUITE: Il."01 SERNTTLZ- . \Nil\ l',8101 P1\-1" Coo -34 0B SITE Pi-IONE',246-1$2.4 u PT, ELNAER CC%C.al I INA P+.N1 RILLNg.t) CONTRACT NAME. IA NORDSTROM /ere) c m41 / sOIti-iCENTER EXPANSIONl" fUKWILA, WA 1 YY WORNIFILD FIRE SYSTEMS IC'54. TA , ANENUS E.A..(-T„, , TAconnss., \A.ik 'De4R.4 ' (2.0(o\ 'V2.1.4,(044. DESIGNER DATE SHEET JOB NO. NOV 2.B 037 3 OF 9 21000960 PIPING DETAIL. A ACCEPTED WITHOUT COMMENTS. 4S NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been revi'x`'i 1 and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this dot? will v,i1 thin acc:?dtan;,e and will requird s resubmittal of revised drawings. Firs .1 acceptant a is subject t ► field - ins :,)y a re,Jresentative of this der'l'.:' Ent DATE: .6,:Y -Y: CITY OF TUKWIIJ 5/5-440/ \ SECOND FLOOR - REMODEL As meeting requirements of this Bul.eau for classification as spnnlderer' however, system changes or additions as recommended on the attap r. c sheet(s) will result In improved rates. Acce tance applies to plans e InttallationflsubleCt to inspection for f nalacc occupancyshown thereon. Flnlshr HANGER LEGEND "U" HOOK COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP' qp E EYE ROD F FLUSH_ SHELL G CEILING FLANGE H SIDE BEAM BRACKET "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T X FITTING LEGEND MEYERTECH F VICTAULIC "FIT" M MICHIGAN "SLIP-LOK" P PIPE 0 -LET SN SHAPED NIPPLE Z ITT GRINNELL "EASE TEE" •al—p. 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE i1 STRUCTURE TO CENTER J LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE SPRAY 16 16 O 1/2' O 17 32 SPRAY 0 3/4" 1" 3 7 1 SIDEWALL 8 16 2 1/2' 1' 2 DRY TYPE K) TEMP RATING 165° 212" 286° 350° 500° z L3 Lo -J Y Z Cra z 2.m 0 O z2. z 28 0 1/2 4 1/2 1/2 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP TOTAL APPROVALS REQUIRED DISTRIBUTION QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND E.QUIPMENI 10 BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END, 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WItH NFPA PAMPHLET NO. 13.1983, SECTION 3-10.3 5. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13, SECTION 3.15. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-1. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3.12 AND 3-13. 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY PIPE NOTES TUKWILA FIRE DEPARTNIENT Please call; 575.4407 End give this job Lnd exact address for shut own or restoration approval. REVISIONS A A A A A CONTRACT WITH: (ZO E.iZT E , (✓ A`(LCY L,o ry ONE UNION SCZ, DALE SUITE Iwo SEATTLE WA. 96I0I CONTRACT NAME: NORDSTROM /00 c 014t/ SOUTHCENTER EkPAN5ION1 TUKWILA , vvk TLT WORMALD FIRE SYSTEMS ►loco 54 Tu AVE, EPt`.T TAc-olv A , \vA `18424 (2o4e5 (-12..t. • cpcoak 4 DESIGNER DATE NA. i? rz,A h -41 I — 1 3 - .6,', SHEET JOB NO. OF 1 Z10OOGcoo ..-11/••11/ 101 1.1 moon r 11 VI.S.S kAbNAA NA.. M L • 4c.M+,r+,w-rnrr. _.-; N--,e"h--.: ''.. �' .-.- "., A4.4nrwrrin. ,,••••r44,40,•••••a4•1•Pwro•Oramprlir'M••••••M41, r K1 'E.r4 T SHAPr 5rcLo ui' 'lkl`XTr5. i' STC`�Crk 2(4 a1 2, - I • 1;;.; XIST INCA ST -# 1 TV/SECURITY flOOM 1-o �s-rr�uc-T u ice' GALLERY/GC?LLEGTpRS STOCK ~x''2,1 1 11 -'G►,. IAdDIVIDUALIST"JWOMENS ACTIVE STOCK r Ir\V IY 1i r 1. p, TGA 9 u 1 I ,;I \(V/ 't 4' c:,)1 1 , I� 11, i 1q. 1111 1 r'.) fr,, 1 . 4,1', w,M G�IL.IW ..al AFF vrzI ErY 5126.. 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Additions, deletions or reAisiQns to these drawings after this date v-,tid this accept In and will requir resubmittal of miised drawings. Final is subject& field - inspect a 4 a representative of this depart'', nt4 immimiammr -1 CITY OF TUKWILA )7;01) t 575-440/ • 4/G ca .41 44,1 4-je .0../,9c 0.4), 11 • • .40 col F"1-9 • ,4,4010 4. TUKWILA FIRE DEPARTMENT Please call; 575.4407 c.nd give this job L..nd exact address for shuts clown or restoration approvar APPROVED SEATTLE. WASH. s opting requirements of this Bureau for classification as sprinklered; system changes or additions as recommended on the attached shdet(i) will result in improved rates. Acceptance applies to plans as putorted and for construction and occupancy shown thereon. Finished ) subject to inspection' for ;final acceptance. Mut of VH114.)tiS COn.iiiiNIS upon rise irriirmirc..) rates,. They role not.te thiott in loss stlf1 exist. Th 0110.^ 4101000 mm^,- ,----,.., _ 1 **tow! +w Mliromir i -or r•Mr,.F41� „�M. �F .h 4 1• M.d"� -i.M , rr ///7 I '` Q~ G 0 4 5 6 7 0 I n. 9 10 11 241d T{ F' - w 111. ' �... mMMOMMONIIIMIS -01 9� _ Qtitior i Towr-IP I I I. IP I I 1 r(-7 II o 4e' CT I / 0_ 0 %I ett TI r7v f 1 .,�.-0•.000, rhe-�"r^� � � .NT ,.r_"- � _ n.___-� ,.��„",,.. � # O "fit ..._ I ” I b 'r�r 12, 4p„inn rn Ir 131, 14 15 rm niiritr'm.011 "MkM0001,010mmwd mW.�`5'"�M,,,Y��Idll do - "iA�^^ InM'r' mMhnl�nh nl w'rdm NI 0—u o °-`q o„ 14N1 TE. 0-9 -9 4-0. 0 1-0 0-9 1' I i ""/'"" u 1 1 °PPI NaM: -1AIJca 6 N M.D., UAllorls R +''E p IN CIMEIrIOIUS ,II¢ /Z-0 AA?14„, Ol v Jr, Ip D G -o 62.2.1/4A a,ji-' r N u ,� �� III "'L4- IZ 631/A3'40, .3-9 l�. I In r j LV L- I 010 1 1 4� ' U4- 11 u I i KIsER5/ '(loid DC'RI�- "rw"MIMS rvrI11111111 $012- P i $ IIIU - I pJ 0 02 `}} h1 I �I 1'h FIs- g-0 1- qr A N 0 / /C -Q /G -01 .0efed 'ffle0;0/0100•1041•00/01.0/MMML*0ISTIT/110. 10•0111.1•100.1•0 NMI 0.1•101.' •10.01111110 pC`f'A I L: ^V" £+GEr4 PARTIAL SE.C,CND FLOOR PLAN 104 t. 41241 ------i Lt,J TA° ?E— 91 Is. rne.c.H I 5TAIW DFIPEDizA I NI 5LEENi = ='c R LS AT IDEP\I L. 0.0011 GEISE ,L_ N0rES i) AREAS rMAMED Aec KION-LtOriBL.Ps-ri 1-E 000-AC1c.Ess l BuE Vc, I IP SPAt E.S) NAS.. No AUTOMAT -1c SPRINKLzI --s ZI)13a.ow BG 1bM CF METAL PECtilNC, I5 DEIJoTE.P EYjdQR 3)ALI.MoTE.RIZe2 f-I\/Ac:. EGLJIPMWGtik1Ja EL-E[1124.'AL DLI(."rHEATUS ASE Noll -1T-tIJS REFEA.To :".,145.-r Mo.0I FOR EWLJipmeNr .e.HEDUI.L -1)0(316N1 C...21TER1A AREAS DE51141 IJAM) To BE C'ALGULA1'CPTS SF %+Fi -2 PeiJSIT1E:5 C`EE PIAN Fog DENsETY AWN') AL.L. a11N ER- PIPINCI To [3E P) re SCLi1<Pu L.EP PrIZ N FPA 15 SC 1 E.CLJLLE Folz cep l NA-IZ >' HAI;.D nG;UF'hrJCIES FIT'fEP-iLIsiE2 NUTES SEE. RETURN BEND DE-rAl L! otJ SHEET 5 FDI? TYPkAL. �ETUR�I BEAD 2) AL.I. PENDA,Kr'r" HAAC>S To 13C aEPf t c BUM DI2E211oN5EIJ CEI L.,IWI "flLS, P 1JpeIJT H EAD:t II.I GYPSUM t'JAL.LIZARV CEIUI,1GT0 I=sE huctw l,r WrtH U(aI11 3i A Ll. I-tA W 0 Eg*. To 5c I f,J .T A J> LJ rrH 11A M !JUT- -10 JUT- TO P2E\CNT ROD PorAT1oIJ 4-)ALL. PIu.)Ps To F-t.t•1[>E-LL TS TO - L'z) U"r`I 0. 5)F -11 1b INSfA.LL WALL.. PtArE5 Ae.4UNl1 PIPE /TAU. I.J A LL PEN IC1TZATIO NS LJ H Eris PI PI N ci I "s E�(r�SED ro 4,1ALLBVANI.:H U IJE HAK.1(leZS BE 142 uIJ-E.wS Na ep CATH EZJ ,� 15E "7')AL-L MAIN HANUERs-ro TYPE UNLE ce12.1i11 Ncrr=.D f3) AL L^ TO?' L RM AMPTD F3L- IrL�,`I AL.I.E_I5 v,/ ITH RI~"TAI NI I K1 ST R F\ Z 1' PD ?"-u r to "cyY r e� " ✓ �^1 1 r� I�I FLOOR c CN oL. As s er-BLY L ET A i L U." I'- U ' " (l.CC �i I NJC, Nk..• h \) 4 O LEciCI\IC) I� Fixoi� Ta 3E A ' G'HAIN Oft -CAT eo FLANCa 8" hENNEDY C)Sh ' Ir.IIT-1 1 MP2 2) FLrar MF* CA, Z' 1 1r'I,GTDi'� TEST A1/AL VE. I I1 L» Arb , 4)PIFE4a(Jpw'oc1') REFE'f-toDE`rA1L.'F' OtJ HSG? II� NO \I 2 '3 'Mg PRINT DATE II -7.3-86 AS BUILT SECOND FLOOR - REMODEL. 16 HANGER LEGEND A "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD FLUSH SHE 0 G CEILING 'FLANGE H SIDE BEAM BRACKET J "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD T WEDGE ANCHOR T U V W N X Y FITTING LEGEND C J MEYERTECH F VICTAULIC "FIT" M MICHIGAN "SLIP LOK" "P PIPE 0 LET SN SHAPED NIPPLE 2 , WAY EARTHQUAKE BRACE + '4 WAY EARTHQUAIE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES • QUALITY CONTROL BY SPRINKLER LEGEND CC X cc 1' 2 SPRINKLER ORIFICE SIZES AND TYPE 2- I SPRAY 16 o 16 2 4 17, — SPRAY 32 CI 12 2 2. SIDEWALL 8 16 2 41 41 1 DRY TYPE • TEMP RATING 286° agt 2 1 CID 1/2 SPRINKLERS USED ' VIA SIZE, TYPE & FINISH 01/AN TEMP 1t Bzz- 134- 165 21 160 S•5P i0 J TOTAL APPROVALS REQUIRED DISTRIBUTION APPROVED FOR FABRICATION BY ',AC F.) APPROVED FOR INSTALLATION BY. DATE 4, ts DATE - GENERAL NOTES 1 AAPLLPROMVAETDERIAL AND EQUIPMENT ' TO BE NEW AND UNDERWRITERS 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1, 6) WHICH ARE END TO END '3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH , NFPA PAMPHLET NO 13 1983, SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, 6 JOINING OF PIPE AND FITTINGS, THREADa-AND WE—LDED -S"17--ALL FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 BPAYINgiTINtLO; PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 01 -HEMS PIPE NOTES AREA - 4111141 REVISIONS MK DATE BY A A A CONTRACT WITH SUITE 1(001 CONTRACT NAME skirt ; Ea -MCP. ELI C311v‘P. NORDSTROM /00 c Mil LIRWILA WA s —117 WORMRLD FIRE SYSTEMS 10(0 S4 AiNENUE EAVT TAGOKAN Vs, 438424 DESIGNER DATE SHEET JOB NO 4- OF 5 21000980 n, 1 2 3 4 5 6 7 8 9 10 11 12 , 11„ II 13'" 14 I 15 16 II I 44-,PrIn 4444414 I 410111004 O 414 '441/ 41414 111 4444444,7444, 444 44,4.4 mr-4,444444-44-,-44 44444,44 44m 44•44444.444444444.444.4.4 .4* nIknITTA 444411,444441 44410444. HYDRAULICALLY MOST DEMANDING AREA SYSTEM DEMAND+ `1L' ' GPM REQUIRED AT 5I PSI AT PA' QF fC14re BASIS OF DESIGNI DENSITY OF J _.GPM OYER rbC `.'Q. 1 CRITERIA SOURCE* ' rCt.'-1F1PA1 IrlIJ`� Tr.4,4.4.44 744,4474-444,4444, 444.444711111 a14mm,4," ..- .,•,_ ." AtIOMOIIMPIPOMFMritirM*mmr^+�nrr�nl�^rtifri I4.,11���.nA...l rer4r lnM�m +M M^hhrMr MA��TM�hYa mAMM h^n. Fah �M�tln� nd M ._.-..-. M T � .- ...�.0_ 11444,,4444.4.4444..4144. _- ..,4.4.44 -„44-., 4 r^-_ - „._.•4-. 4444 .44.4414444.4.4.444 .T 14,4444444 „4444T m -44-4.,.,,4,.w..,.,.. .....-.. 4444....,,-.m—. rnIrrr p ,,.-, » —...,—.._.*m . 40.4444,444 42 IV 4444.444, 1 g / I1'1.1" TT>~R-e.+111.1.."dP r W/ Piu1LT- Ilr TOMO- vIrW ITO-1 Co t_..�° rl LJ /"` oz Q` \ttk 1 ��y/� 3 -Ln Z .4.4444 U3�e.N 19 771, 4.4.4.4.._. /33'11- / t O 0 (a 9 • 148 Am ,44)044 to 10, 1 --s/ )0 4' Is.i 1 r _� _,..,-. ! -- f 1 r a 1 r, 1 lett Iltg' 0--F.- (KY.' 1 ''' U4116' j 'i 1 \ lir' l' / I) 1 -,-,..- -0 flo,,,,,, a,Qk�, 2v5' i u)(‘ l '11 I ,,, 4�� // Q 1 /� I I I I tT� .._......-.�-a'e..— ` �--.� c.........11( .ter1 / 1 ' 1 II r 4 0 4-0 I I N b� Ise ei JWJk 4{A 1 I �,112,�i1P 94/1Z� 0 LJv� T j I 1 AZ ie 9 vo 1 il. i\\ �\ al 1,1,x„10 1"-` 4 ie., Ik i /44;nt6,4e, ci 0 f'1 1,04. III 0 CU I • Ce - Ce -Z.14 157-11, ASS Aff• Co 0'10.0 P.Ci th X11 AKIN 'JI..f . Wz.Ount ('1 rr'E 1 - - 44,11 cod To FI ►.w,T ri..co¢ • TAN D IPG pCThi L 5 NJ�' 5141 c..o TI EX.1-kes.V5 17? e> . PP4tCp Y�Y sou -n\ 5-t4*4• PN co• fL L` arts,* `TAI c,2 r v Faczd,NT1riuATIoN I�IAtE� c+ugrim IJ ✓12R.1014LC-R-J' FEU FwM :4-1 ar 4- I I LP I I 1 It 4L 7 � 1 � (c p FI_DOR 3PRI NKL-nR PLAN 5cALl= .IIO" ? co On1 4 44°004*e 4;!i tali e,?`'Ab�°l o<,) 12/1.,4 av �v .1c'"„ v u -+ (.0)(14-Lto 71+164 110' .1 ,1 0 7-9 REP 0 Q" ( 5-t0) VITEsT AND GRA11.1 VA - AZ r MFG (PIPE- "TO tAkIll DRAIN) 9 AFF 11-0 r AFF LJAtGY:_fLLa.i IND k 4T L Floc ti 64'nTRCJL ✓AL Jt - fC> �E A c.� 1A1 IJ C PC -RAMP 5" eG►J Ga'? O=4 -Y FIrT &e, FLANUED wITriTAnPCP-- 3-Cv /CFI ngE Ho VU% ANNIULAR 5PA(C.0 Ai -out -4D PIPE- C 10" 4.[7 ZL ) flll1 p c..4,,a d•Il,A'°t)414Z4,Qax16.rd•,),63 'Q-(°u0404L AG °aio A ar',.C'.I "gra n.)R OLNI1ROL- Aed6eri5L-Y PE'1AI1 L, UENCRAL I\101 -ES Ij AREAS r1AR ED 'N A 5, AIZE n1m4 c oM GtJ:,7TI:1•.E NoN- ' -::::.IBL.> . \toI AUfbMAll I N 6L.ER Z. 13 017 _- Voir-or-1 pr, -+471 N1(.1 )ALLY rlork-LI:x.b NN/Ac.; C0iJiPriEN1" Ar4b F.it Z'cAt- Puel' H I ;S ARC Ncsr'ED TN US, RE.FrAz To -itE `r 110 01 FbE. Q-. QuI1.71"1GIJi ' E.pUL.G, 4--) DE.`,IriNJ crKl�r 1ryi ; HYD)4AUL.IL.ALL`>' L.'ALF.UI-A L'1r0 G Ll�EJ� Jr, Ok/E4z. 11-4r KOlare.toco `uAIZG FEt' RI5JR4DKAIlJ U " » r � PiU1l.T. Ohl , T Welt. ter,. J ITC.V, ) ,,v el 4.9 4- PolNeqUI5H-2 I NCO C> l.-IceriALD TYPICAL_ n H05. 1)51-A I 1 LLEVOL E.5 1_0(1AI-1CM • PRINT DATE 11-2:"6 AS BUILT rt lt NFU. Civiki,:tH12- HANGER LEGEND A "U" HOOK B COACH SCREW ROD C 'C" CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP 'L" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND MEYERTECH MICHIGAN SLIP LOK' PIPE 0 LET SN SHAPED NIPPLE ITT GRINNELL EASE TEE 41, .°1--vw 2 WAY EARTHQUAKE BRACE iv 4 WAY EARTHQUAKE BRACE ../.0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND Cr 0 ▪ rc SPRINKLER ORIFICE SIZES AND TYPE SPRAY 16 8 16 2 0 1/ 17 32 SPRAY 0 3/4 CI SIDEWALL 1 2 DRY TYPE • TEMP RATING 212' 286* 500* hC a. 2 0- 1/2 1/2 1/2 1/2 SPRINKLERS USED SYM SIZE. TYPE A FIN1S1-1 QUAN TEMP 0 0 ci,E.Arrot...ctiEcicit 1(00 TOTAL APPROVALS REQUIRED CITY OF TI)le-aq L)ONIAL.C)c.T MAYO DISTRIBUTION NALD MAYO F3/10( LEY CO NS T woR.I•Arku> 14) 11 QUALITY CONTROL BY IA C.- to DATE 11.2.71..• '61 APPROVED FOR FABRICATION BY tolk e> DATE I 1-Z. APPROVED FOR INSTALLATION BY me...P., DATE 1 1-E pv, GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OE HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF v ELECTRICAL DEVICES (IF REQUIRED) TO 13E PROVIDED BY ()THEM 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHe.. 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED PIPE NOTES REVISIONS MK DATE BY r-AFJ1 Revise -1) vrziel A A A CONTRACT WITH coo CONTRACT NAME NORDSTROM SOUTHCENTER EXPANSION TUKWILA; WA TAT WORMRLD FIRE SYSTEMS // DESIGNER DATF SHEET JOB NO s OF 9 21000960 1444r 4,11'5.1"J 7.47 riJCT, 'TY r.0; 1 5 e44€9r: "TI'M I AC -r •..,,, .. , .. ., ,.... - '*F7.: , .• .,/9 IN •'fr# 01111 111111111111111111111111111111111111.1 \\\\ - , , - E 1 .1-t, ., uiu 7.: . .. --. . , 11111 Ma • • 1111 1 1--- i IIII 111 111 . .: 1110 *Me. III III • • 1 kl. u• .a - 1 011 i 1 Ac7r .61 ,Arzry-, • WA III 111 1111 -114 et— •11 1 II E 1 tAG77- APF uz Lill= 1111111 111' 111111111111111i -\;iliffila 111111111 .11. .1111• 111111111111111MarallEZMNIMMIEMIZEMINE 1111111111111111111111111111111111111.111111111111 111110.1111.0111M011.11 41121 NM •all • gr grommumgromit.lomm ..... __......_,.......... 1 iiirrillii Id• -----1 •7 " --°°--A111FI 111 fz.„ el.c. , ONE 11110111111111111111111111111•1111111111 1111•1 1• mu unmu111111111 unmmm mmumomuomun11 11111:91111111111111111011111111111101111 •11111111111111131 1ia1si1n1i1i1im11o1.icum1ma11m11p1m1i111111il1i 117N1o1m11i1 iim mom immiii 11111E1EmmllEINl 1 i II II ii •II it II li . ,• 1 ,Z1z_l_i Addle -41-5.4v- L-17, Li PI I5,51Nve.c.k1 -- LFI 0 PzE- kJ -- , -----'. ...,‘ r , N 111111131111 1• 111161LIEN5 *s/M1-4es A FP Pi OPIRIElliiii 61 tmtuauIUUOimus l 111,.... lintrmarem ...O... ........: uuuEll EM CIII 011111MMINIE111111111111111113= III gm I os i li IN OEM Firm to iiim • - lar 0 I aft inlem or • 1 r 4- • Li i el • ram 1 imo 1 im NE 0 _i_ Immo MI El • 11 El et 11 MN I i IIIMIIIE1N111 1 10h-, D ri 1E40 0ES 1111111111111111 WV in P D° ammo ID 111111111111111311111111 . uniimmomir ININALwr , 0 /0 comirsr, 0 NE rr EN .a I I'x-TL_.02. --,c4) FF ..ta c-,..‘, -, .. c?i, if f' I • , / .4._ ge-P --rc, Vo/Aie, •••11,---iti\z-al. 1%;1.-AI..1 a) is'eat9\ The dr.7,.r.:.N.iini,',.::r...)f:II7')(:1!....1.1.4h1,F,ICIrEt....:-i1ve Lp: 0 V1111 H lJ II- COMI\fiENTS. .X.. -t. A3 'NOT"I'Ll.2) , rj F.2..".-?. 1 !II: AT-IACJIED 12.:1-iE2,:".. rVVI',..3.:I., -ai-1.-1 ,k.T';:?,.:i.,by tr)..i.,, Q.( ty 1,...f Tul4mII11":1,..) ;,.,.. ''....A.I , 0 or r.;,.11'31'Y.11",, '41) :',' -.!!,. lr..i"/V741.;..-...311..;',. '.;13 :i fj+r3'.7;1)11;1311d(:. H.'...'.1r13'3. tj fi,: I ._4(or..rozentat ,t.:: of'L'. I! 3 DATE:6.-2 . ..... ................ • CITY OF Tuntyli.A 575-44'37' AleAti 4-4:- $' /7 1/411 sc.../z.Lif... - tgf- •- -r-r-F.m 5 Ac -r 401 — Arr G PI4N4L.e..4 ALL- I'E-FL-ac-rrc) 1 .cpk1o\k/ IO"A Cie11 1.4.2\aV r7rc.1<_), A LA- I -o-4 • 1.47 •:Tor II MIN uusuaauuumu NM IC op 111C11111111 11111110111111111111111111102 0. 1 11 1 11EVII1111I1110 1 5 IIII IIN 1miimiln IUMI Il r1111 1 iairassm II I /1-41-tt" t"4 .• 4 el't-1 "To -rrfz.i.J-r /N. MIMI• 11111121,CESE13 EOM • "r7rt.F.:. TUKWILA FIRE DEPARTMENT .Please-cail:, 575-4407 and give this job No. Y'YY and exact address for shut. down or restoration approval. fil;) R 4,,41-0)V D • DY l':ASIIINGTON SURVEYING & RATING BUREAU sEATTLE. WASH. 10=4.7 Z. 1 ci 19E7' I's meeting requirements of this Bureau for classification as sprinkiereci; I,owever, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. Finished hattillation subject to inspection for final acceptance. i;loat 1,1" 1 r'' , 1' ,11 ft^4,1,1C,(41;"ItU J ill; I.; ;II!!I,, 11(A 11111 r" IN* 1.16 a' Okia.:PAC I tY! •..;-.•. iy onniv,r, pit.rch.,41. It Is p:r_f fir.1 riaJr;s ILlJt !ra lrtssr imixt, REFERENCE SYMBOLS MECHANICAL EGGCRATE CIFFUSER HYSte 0 • EXHAUST F3-1 ,PY , o faCTRICA1 !P“KER EMERCENCT WILL MOUNTED FLUORESCENT FIXTURE • FLUORESCENT STRIP IlIcANCESCEAT,d0wFLIc1T • 1,,r1.P4 E5 Fr' IC*Err '3F2g,IP".41L.LC;g*. r „ c cG/71'11( • Rea ISED 2- 17 -86 -THIRD FLOOR . TilaskiAbr4. Mem. 1 I I M 2 3 4 5 6 7 8 9 10 II 12 14 15 ' 16 + 24f a f`f PI 1 41 1 -- 4 r=:a�;'*xl� miI t - I SCS6HrCr 1 ort 10-,0 —15,', 15,' ,02. -31 -° \_III I I'a \ 'I U I I 9-- zo,, , I k° LL 42 rnO•` � a;� NII Qry— HANGER LEGEND A U"' HOOK B COACH SCREW ROD C C' CLAMP TOP BEAM CLAMP E EYE ROD 5HT di a 1,9 n- s 8.0 1.9 a • Lo' CEILING FLANGE H SIDE BEAM BRACKET J K "J ' BOLT SHORT CLIP L ' L' ROD M N P MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD R WEDGE ANCHOR T SEE' G_ TRIL. CJ -+"c4 t -6 A►yD MC'"C/wL., ROD $qU X FITTING LEGEND MEYERTECH • F M VICTAULIC FIT MICHIGAN SLIP LOK P PIPE 0 LET SN I Ir SHAPED NIPPLE Z ITT GRINNELL EASE TEE 5Cl P CTAI l.' B' H x r•Co I Ci IId K` I , cr- �o% O>;,1 nr N1 Ir • _4 N 1 II 11 11, 11 11 I I d1 i1 I R I NI VI L { Af 12,rh z1't2- 10 J. 4-0 .3ZO C:H;�4s 3 Ft- w/TkoNAPC1z. 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE n STRUCTURE TO CENTER N LINE OF PIPE IN INCHED SPRNKLER LEGEND SPRINKLER ORIFICE SIZES AND, TYPE Cfp 16 8 19 2 17 32 SPRAY 13 SIDEWALL 8 16 2 41 418 1/2 DRY TYPE TEMP RATING 0 165' 212' 350 Lc lig SPRINKLERS USED SYM 0 SIZE TYPE FINISH (-1127--; (7071.)\ PeTAI Fr) (134 -Th L fq, •Hr;),, , 6 .f. ethawil tilf: Cb op 8.5-1 m �-I4 ; I �M trt 3 9/ 13 - AFF 11-o / O 7yp A 7014.4 -o €,T)1 RI R 1 11 F LW__ ._... 041* gD 757 /j 44)• 13D 0 I I 114- t kr. a I u•� NJ z 11-0 7i0 I I - 0 / 0 ? 1- AO II� o II -o 7-0 II 1 SEE DE3-AI L: p' CHET crT PAOAL..1HIRP FLOOR f)17LA PLAFl I- d l.la!1':rioNNI DEi"AI aL'ALeI40,-1-A' { 4 Asc.° rc oLrNOID LL 0 VP. 24V D 5 AFF �7 "5T RAl149.? ALE'4' I , E.EZA L. Qc-r -z)AL.L.MoraizED 14 VAC. CLII-11 PM ENT- AND E-4-ECTLeAL ezuiF F I ITEW1-1.5rEg k•IOTEC-,;- id CEI LJ '11 PaIDAKFrHeAt>5 61Yr.suri WAu_BeA40 140,161c,2:, IN 1314A% Fult-rio ec eziukik l'‘.1 STKAPS IA I \-V,11.rr ANIL) VV.NSIIC41. AZOVC Po.ILD ov1 pr \-\ 13 -u -L.3 PRINT DATE "65 AS BUILT' QUALITY CONTROL BY TOTAL 4-15 APPROVALS REQUIRED CITY OF TUKWILA• DISTRIBUTION APPROVED FOR FABRICATION BY m DATE. APPROVED FOR INSTALLATION BY mc it 11 GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE F ND TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 1983 SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN •SCCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 SECTIONS 3 12 AND 3 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED BY OTHEI" 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIREQ) TO BE PROVIDED 1() FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY oTHER.5 PIPE NOTES REVISIONS MK DATE BY Ist• CI -or 10 41, A A A A CONTRACT WITH e.• PtioNE. 446 - 12;7,41, ONE, UNION SQUARE. SUI.TE 11.4901 CONTRACT NAME NORDSTROM TUKWILA, WA TAT WORMRLD FIRE SYSTEMS DESIGNER DATE SHEET JOB NO 60 OF 21000960 1 2 3 4 5 6 7 8 9 10 12 13` 14 15 16 a 4 ca N 4 /1�bTHIP-D F1zo¢ UPpEg. v • o'J 14'0` it,Ff �V�j ti� 4 • f " io* v 4. HYDRAULICALLY MOST DEMANDING AREA SYSTEM DEMAND' 'r--14-1, GPM REQUIRED AT . PSI AT P,,�r ',,. (w' R2 BASIS OF DESIGN' DENSITYOF GPM OVER 0�� F 1 CRITERIA SOURCE' tr.RSIZIFr!P1'f0?\ at ~rl I 171- tit c,`�� j" v:I 0° / O Z' 04 l 4.1 -0 N q44�. I ��Akar- �t8 r '• - 0-0 Dit zz 11, ry, 7i I� 4.G, 1A� L, I 142775R cr3 3-165./0, 0 0 r( Co - 6 44* , f ' ' .4 4- I ( 1.17,,‘t'l )0,4, ..4,,,,,,,s4..., COL.- i.c., t9tn►ig� P ING PL,o.N 0,4 7 ' 1 Z' •,,ty*.G: -1. 41 � v '?,1 ff.i,Y (4)3;-".4; � � 1 �'^ Nia 4_1 51, LO 3 5TAkiDPIPC PST IL- D CIl.'D I 16141 rw- Cel 1 ' G'I %L`'`a PL1Jr1 Cell -)I S Ar '.lx.l.`.�T 2A-1,,.\ 3� )0411' P1461,16 DQv�i�1(7` 15-4 AtF�,1• r� ----� ..-- -2-Ar 27R 27';L' `- i p 1_I p� 0 1(3;:j72 `SN I Iii' euTTG22Ai-L. vb.„ y wlm iUI-r- Inl 1 "TAMVI:.R SW ITC\ ✓1 1E T 0 dI1xLL O uta 4 �,� 6.0 .10 i N N kr 2- ) • 9 irt m N \t/ 1+CP 0 7,7 47',D Iom 3-0 n v _ 7-0', t 10 J r 1 - I-0 11 U ) (( \ . +r ;77,r? ;Or 41% .6 1i4it ,11, J-0 17-AtAlo D4144 _•- 0 0 giOA Mann V\ ( Z `i W Lu fa`t lanz -07 Fize6i 141'- 1 F., slommoloom 3 50 1 CT 1 uNic Dm DPAIKE 6LEEVE/C-OP.f Lice.AliscA DEA L. PARTIAL -11i RD FLO6R FLA r IKINAIOR Aff Z.12 ANNULAR- aL-r-ekt2ANI (10" p PI Pe 4- F.L:)()Ri.' csoregoL,A,555riBi...-L? s;_-1 PIPING) PLAj',A 144. 0 i) Nod -wrtout-riELE Ac.a.fzI Volt) Aufa 5)00(2,A u.rrii,iceArT,iz.zr..jAlz1-1-cVAte--Nicrci)L11.41 Pirj-1::01-601) r. -r -0 u 515F, cyre6 DEA? (01.4 l'ePa Pol-1141 1-1K14 L.1611-rr ,117 HANGER LEGEND "U" HOOK B COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP E EYE ROD FLUSH SHELL CEILiNG FLANGE ol DE BEAM BRACKET "J" BOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR ,T CRIWINICLL Fl6e)7 BC. FITTING LEGEND MEYERTECH VICTAULIC "FIT' MICHIGAN 'SLIP LOK" PIPE 0 LET SN SHAPED NIPPLE ITT GRINNELL "EASE TEE" "11--1.• 2 WAY EAR rHQUAKE BRACE iv 4 WAY EARTHQUAKE BRACE ./.0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND cr SPRINKLER ORIFICE SIZES AND TYPE 2 SPRAY 17 - SPRAY 32 8 16 2 41 44 2 DRY TYPE TEMP RATING SYM SPRINKLERS USED SW TYPE FINW-1 QUAN 1-9171 eA n Ho.5 RA01) C.) -1"A I 1,1 5Leni--leom DCA -)E1 rtritEr tiov 2 3 1988 6c_t. ow Top et NA PRINT DATE 1-7;5"-56 DT -TAI L 0;), AS BUILT 7HIRD FLOOR - ADDITION tt,5:t!" 1Z: CNtr..!;.. Z 4 TOTAL TEMP 10.5 165 APPROVALS REQUIRED DISTRIBUTION Vst 11 QUALITY CONTROL BY APPROVED FOR FABRICATION BY Mc. Ed DATE 1. 2„2„ .136 APPROVED FOR INSTALLATION BY mc, DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET NO 13 1983, SECTION 3 10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 15 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITr4 NFPA PAMPHLET NO 13, SECTIONS 3,12 AND 3 13 7 OWNER TO PROVIDE 'ADEQUATE HEAT TO PREVERIT7WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 8 ASYLLSTWEMIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 12T111.2.5. 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIUED 0 EBUYRR°IINGE-KOFS PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTAE PIPE NOTES REVISIONS MK DATE BY A A A A CONTRACT WITH ONE, UNION SOW\RE. .305 11-E PHOKIE a4e)-132A CONTRACT NAME NORDSTROM SOUTHCENTER EXPANSION VAT WORIVIRLD FIRE SYSTEMS DESIGNER DATE SHEET JOB NO 21000960 8 10 11 12 13 1 4 15 16 R,155eoomd coLiwcTia1 2f. SEE ')ETA I L 5 0.17 SEE PerAI I L. 5.443�� HYDRAULICALLY MOST DEMANDING AREA IN 711E. ^Irk SYSTEM DEMAND' 2'10 GPM REQUIRED AT 109 PSI AT BASIS OF DESIGNI DENSITY OF ,(r0 GPM OVER 3CCaa,=a. CRITERIA SOURCE' " +IFICAI'101�`� 1 2.0 4-04. -015-1 / C - 2._1) -- } /61> (Wit.] col- II r • f rfSYI4y'' �t mu 4- y 11, Ow VENT DUCT FRU�A KITG12\EN tion r> O N 9J "L) FLA, f? KLO uJ w/ Z.. ItR C, I ENGLOsL) Rk 413 G.M6 o% -q I 0 40/ r ` / 141 5r I\I DPI PE D2AI N) 5L.E.EUE I L.D NJ D5AI L_- " �ArA Nut TO be. Loc.AT1c.G P;GLQv4./ TOP ("yGPr1.r\ 4..AMPR.R. 5ELovJ RANG NUT' /-4S Sli0001, 1 1 STAIR 14o1 1 z" 13aTTERt. AL -L vA, W/ R3�ILT d I\ -•Q TAMPER •';,44 n-cF\ WN ITS. � P TO F F'�qI LOvJ iw TC':r1 �� 7Nn Zi" FIRE F4DiC VALVE PIPING DETAIL_ NT4 ity THIRD FLOOR UPPER PLAN 7#i M t h _71 I ATER G.uRTA1N LPC; Wei E.AD.-.) LTYPI Au..r RELIAGIfc I C'CEI �t' `�r�� (JDI' UAl.1 Anommos 1 WATER GURTAI►J NFAD°o -gyp ZE. Ft4/„.T 17.x." a'y«ISE G io"-C7' O.C. • I"1C41; FI.I .I15HI 0415 1-7.-.._I L._, _ ,..I 505PE14.1DEI? AuousrIGAL TILL GEIL-ING`i 7-0, U, -I,0, GoNGIZtTE SLAC.., Or -1 GRADE= r►�IJ� :MTs I PAklI AL--' 72of.) ,i i0N : ADD' T ►od C Ch1NGI 5EE SIl-..tl 5 otr 5 FOIZ G94[>>5 'SEG1)oI�1 THROUGH RCMOQE- L ROOF CONSTRUCT ION i 9-TH�EE WAY RUGF MANIFDLPV,':,) (SEE DETP.4.1 L. 2 0,4 8) ELE✓ATor"C MACHINE Room f S H AF'T Co NT RO E,nA LY (SEE. DE.TPcIL A o N 3> EQUIPMENT HOUSE. (I)POTTER., ROEMER FICa . (DOBS - C,V ECIUIPMENT HOUSE (i) I00 LEN)vTN of 2'i' FIRE HOSE — PR. FIG 2x12. (2) loo' LENGTHS aF Iz Fl RC 1lDSE - P2 FIG 2911 (1) 5o' L.ENCaTH of Ile FIe.E H yC -PR, FIG", 2911 (I) Z"z"K Ile GATED C.c7NNELTION - P,R GILA, GaO'i c (2) I"L" ADJUSTADLE NITLZL.ES - P, R FIG 29G,0 (2) 21." Nosa S PN\A N F..1z-S - P, R„ FIG% (.00.4:1 ( I"i IJosE `� F/1 � nJ L E2�i - p2 FICA 4005o U PPr. uN6- P;ra,71-C.P 1 I -I I ► D FL�OZ P.F , 6,5-0 SPAGE a �ovE Gyres�IoR SOFFIT To F3E Iir=nTEG .Src m12 1---(...001?-- FF,�L Z&CL 130ILT- UP rzooFING ovotF.rL t4" IrNI:•ULAYIN4 GONG. oIE.IZ RI6I0 ovER.„ Oe," 'yI-vIZIZY CONT. ova 11L" Mr"TAL. Drc:-K FLOOR C.ON10TF-4.UC,;TI'OKI ; 4"Z" GONCRE?C 0I V )'SI' METAL. Dt.c.. Os- sTE .3.. rvE.\MS ,$)FT rPrOrro.r.11 PrOlr PM,. v.. 2ix21-+:x2'zNi( 4 Ro©F M0N1roL.RP STANDARD FIRE NNEST NO, S Z9S \h1/(3) N0. 5Z81(a 1-)O Lu"I'eTI Vt,,,Ne, "i f WALL. PLAT`L" VALVE CONTROL. STi\riDARE> FIRE; WEST 1.10, SZCo4 PouSHED BRM FINISH 9-0 0-0 FuD FLOOR CONTRL)1. (0" OS 5 Y C+ATE VALVE w/ CHAIN oPER ATOR KENNEDY FIG,, Co'e3 FLANC�E.t, osw ( w/ KE.NNL:_DY FIC.. I`1T CI.IAEN OPERATOR w/ TAMPlc.r,': wrITU1''Ir Cr P (p C0-4. (2-0) v1(.. FLANCaC TEST A1.11:) PP -AN VA.-A.G. MF6. (PIPE. TO MAIN' (:)42.,.A.4 71) 2. TOFIRE I -105E. C.AE it4.1ET; DE -'r Ci,511T7 t) P IIz' [31)TTE.RE,ALI. VA. w/TAMP F'. 5Vd1TCJI ZL yHo L" Hose svttt..vC a •M co1'ZEJ Z"ANnIUL f .. c..1..E.AgANce 3 PIPC .SUPPORT ,,,,.-r► SEe v TAIL. 'D' onJ 5 FLOOR CONTROL DETAIL.. NO 4.GA.L,E GENERAL NOTES 501;)K 13E.AN I3orror/\ .1F' MI-TA,L DECKING, L) ALL. 1A0T0R1ZED HVAC. EOUIPME NN'T AN r? EL .C.'T'ILI C. (,)UC.T HEA'TERZS AIC.E NOTEtj REFER, TO SHEET 1\1\0, 01 FO1z. ECRU I I�rnE�Nl T • C,F4 OLE, 3i DE51 G n1 GR)TE.RI /+.: SYSTEM To 5E., Hs.(DRAVL)c;ALLY GALCULATEI') TO iJU..IVGR. ,(0c) CaPM, ovarr.. THE P/D"iT R.CMOTG 000 SO, Fr 4� Afticl�`:r MAR, at? "1\10‘`..:0" AIZC N0nIC-oMe.1 ..TIBI..E. Non)-AGCE`f,I010 5?Ac E`.+ . ' N p."i = nJD AUTO M AT I c. S PRJrJ K LJE ILS LISTER/ FITTER NOTES ALL. PE.NI:>I P HEAD] To f3E C.E.NTe.P. i> DIRE.GT1oN.c, IN "THE GE.II.INC.1 2) AI 1. b' HANC40:i2 To nKTA1.71- _D WITH N3.1It To PR,Z/EEr1 1- Rot f-OTAT10 -4. 5 roE.-rAt.. 4 T141 s NEST' P'R. L.OGATorA oG 04,01-1, 3)1:=F'S VI..,r'.Y'OIe.. Gro ).10-r l.f ,I": nc�aUaT�r LE 4 :3) ALL 5EArv\ cLAMP'> TO PIE IN'aTALLE.L w/ RE.TAWI' 17, a+TRAr (b") 4) FITTER TO InJ'...'T L \NALL 1,I-ATIL5, ARounID PIPCS rr ALA. WALL PEMJETIRATIunJ'S wHI�I� • PIPING l ' E3PO.I::p r QO • w R`▪ '•, PIPE UPeo FST 5EE, DETAIL D ON 4" NR`.? -GATE VALVE KENNEDY FIG, 701Y w/ TAMi E..i2, 1,w F I T`rt. R Tn TAP' Ault) (r L. I s710 AQ'- E w 4r'txx- ANO PRA'' Tla O trr5I C>E , ROOF MArNI FOLD DETAI NO SC.AL.. FIIup DEI L -L- • • PRINT DATE tt-ts- AS BUILT II .�-- IA N Ci NOTE ALL 5E% AKA, jzELlAfi'L5 HANGER LEGEND A "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD F.. G CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR FITTING LEGEND MEYERTECH VICTAULIC "FIT" MICHIGAN SLIP LOK" PIPE -O -LET SN SHAPED NIPPLE ITT GRINNELL "EASE -TEE" 2, WAY EARTHQUA0!(E BRACE + 4 • WAY EARTHQUAKE BRACE ./0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND V) aGcr SPRINKLER ORIFICE SIZES AND TYPE -1 2 I SPRAY 16 8 le 2 17 SPRAY 3/4' Tel 41 7 DRY TYPE TEMP RATING 0 165° 1/2 SPRINKLERS USED SYM SPRINKLER oRirict SIZE lYPE & FINISH QUAN TEMP 144. /63 212. J 212 TOTAL APPROVALS REQUIRED DISTRIBUTION fp\st' LEX Co KvioT, QUALITY CONTROL BY APPROVED FOR FABRICATION BY 14445 DATE I 2.2.- 15 APPROVED FOR INSTALLATION BY (\A( DATE . GENERAL NOTES 1, ALL MATERIAL -AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER ExCEPT RISER & DIMENSIONS SHOWN THUSLY (1.6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-15. 5, PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13,' SECTION 34. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3-12 AND 3-13. 7, OWNER TO PROVIDE ADEQUATE HEAL TO PREvENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TQ BE PROVIDED, BY OTHEZ'S 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHEAS 10. FURRING OF PIPE,AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED' ,', BY OTH PIPE NOTES REVISIONS MK DATE BY A A A A CONTRACT WITH: PAT COM PTokl 8?„a4- CONTRACT NAME: • NORDSTROM ../cv 12/ad TUKWILAL WA TAY WORIVIRLD FIRE SYSTEMS DESIGNER DATE SHEET JOB NO. WATER rt -ori -----� I t4 C>I C -ATO R (4) TYPi th L 5 6 8 9 10 11 12 13 14 15 16 AFr 5 II 3 CO 5ECor.1D r'LOorZ N 5 Z" kND DRAIr.I VAWE - ACa MPNuFAC:.TurRlp.IG ING, (4) TYPICAL n 0 MEZZANINE FLoor2- I'1 Pou(..-a rrj c ' ( I-Ol (1 -J)' ' 1-0 10- 0 0 a3' M )C FLNG ADAPTER (.15`f w oQ u.A A LP) FIRST -Loo-x. I II -J R FF� RISER E-_QUIPM NT LEC 4 li t5" (DS`? C.oN'TI OL VALVE. wlr1"1 TAMPER, I JIT( Z.)611 ALArann VALVE, - rz'<UAet..s: MOE>. E wIT1-1 TRIM RET•Asj GHAMe r . (PIPE TO MOTorx- P&LAIZwIQ. GoL LIn1E ;, ) WAT`iZ FLOW INOlCAT0R 9) 8" Grtoove..r. GZ .c.%)vcr, (3uTfE:>ZFLY VALVE - C.l.r\ITR/ L MoP. .Fv - Cal F3(.11 -Te g y VALVE - .LNT RAL- Mores. 6FV - G.L 1 (o) IN'ULATOR 1<I'r Et)ETW(LL=J4 FLANG(;'rr (To ISOLATE P> r}�uvE L,rtourJC) PIPING, FRO'". -niE N) -7) e)XCO IZEDUGINC, couP.LI1•1(.4 ai Z:'r TEST ASID DRAIr4 VALVE - ACDF M{4 NUF/� C.TUiZIr"1 Gr , Ir�IC NOTCC., 1. PIrG ALL tRAIr-6 -rt FLOOR. hiZA1►I (e. Y oThE.14.5- 2. VAL`.IE 1}/rr.JOLE`,) ovj2 (or AFF TD N \!E.. G,N F\ I n1 op P C- r____ ZC, I N S r A LLE G. pd WITIi i301L7r-fr- TAMPE:Z Sw1tCN ES SEE t .'1AIL., /'c 01.4 3 Fort. PIPING► 'Tt) LS:I.E VATv�Z -;1-;APT" ti laAPT- Iu SEE Uti1P L G 0-13 r%O Q Fw'.0 C:A'vl rJ ET 11 tOtN L. F R.EIC" NT ELc:v ' -E:g NT 3 Fo(L° F VISE iZ DE`TA l L R k74431,-.1 SN EZ1' Fore/ `T 5�A`fr + V Ilt..:_.__ I..._..... __..._.L.... 1 _d CT- -7 -- d o 714 �� .# 1 0� 0- -7 .� . ... .... 14 f I- u -O OyN 1,4:0 0 W .... Cu .,. d_. vl- 4. ' "/ilt. i i ` r� I ..-11 I -_ I'i.._. .1...* 1410 14 14 4-1 ,.------"6-4°...........13,7-10.....____v-0511 ig()' lig-- ,.., • \ r( cv o IJ OrcMk .GI Ic o .ILC. 4-0_ IS S 31i 1. 1 1L L 4 Ty Z -Ib 4-o ti o - co -o c _ 1-L, . �.3_ n 11 �_ 1 .. - �. T...._. '',4- 0. , `� 3-a... 6-0 3-0 4- „4-C' 45-0 co -O . „.., /1 1i% 0l UNDER N,^,r.ZZ SPRINKLER "r. ` 1.1.0 11 (EA,,,r' NANGf R NOTES .5 A:: I11 L��ICr 'sk LF T/11YIN 5C�RL.e.' 4 Folz ALL IcYL°� 1'r.•'',;, NO fzlw�n �, 1�^, i-o(L PNLL. nnjl FriTest, -ib I,-I'rrP.l-L (I) Wu -r y-/ L.(4., (tGv,re 13 1 -Oa.' / 5 1 r1 )6Tu(..prV Nnk hnC•f~f"L J%SE 4O 114' LorJG V)O�� vv/ Nut 'i wA liE1L wiT1k Ii AG 4 PN {(....C-iqi" IZA L. AA O U A GuAILTAP CLiWTR L. mora A C_v.-NTK-A L MoI) A Re. -IA L -to .E M01P CA R LIP LAS MOo Cw 4' GE.1.r"f'RAL CAZ.v1D E„i)TTE1Z,FL ( $ VALvE .,u/ Bola-Ir1 TAn pee. fciS°Lam'I.LS e?/r PIPING DETA 1 L 0 y IvrS War ue. vVORMAL_D 't0 IN IS'TAL-L- BAis "FLE.' BE -TM _M 5L&3 O APART, DES I Gr\l C. RZ►i'I~A; ) S( TE:.JA IS NYDrznuL(.ALLY GAL.ULATE►j TU' ›ELIVL::+` 30 r°,1 1./11rJ, (_N1) IIEAcr:> I'RC-`�a�.)f'CC TO ESN I4L'AG TrlrzL.E /'�DaP�GEr1<i BRAntc-I-‘ Llr.lE:'r.MIrJ. PIPE.. -rc7 ec.. F'E,R. tQF P,A TAE Lr 3-7.1 F rOlZ. E...XTRA • HP:Z. «rL D PIPE- :IGH r`._..C) l.) .,iHtitC I IL 1 (L), 'Co 4-3/6 o- r S. r `...,,,/1 qt Uri c1E. R.. r,I X22%. SPRJ JKLER-S C7 PrPM NiJV 99G PRINT DATE ,/H-7-3-86 1-i3-86 HANGER LEGEND "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET "J" BOLT K SHORT CLIP L M "L" ROD MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR V W X FITTING LEGEND MEYERTECH VICTAULIC "FIT" M MICHIGAN "SLIP-LOK" P PIPE -01E7 SN SHAPED NIPPLE ITT GRINNELL "EASE -TEE" .4--111" 2. WAY EARTHQUAKE BRACE 4 • WAY EARTHQUAKE BRACE ./.0n STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND (n SPRINKLER ORIFICE SIZES AND TYPE LLJ W wv+ 16 8 � z SPRAY O U 1/2' O BJ 1" 2., 17 32 SPRAY bSIDEWALL 1DRY TYPE 2 TEMP. RATING 0 43. 0 165° 212° 286°, 350' 500° R Zy SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE, TYPE & FINtSH QUAN TEMP IceS 0 TOTAL APPROVALS REQUIRED DISTRIBUTION QUALITY CONTROL BY DATE 3-4-36 APPROVED FOR FABRICATION BY ftel APPROVED FOR INSTALLATION BY 'NA(' ▪ DATE I ,r) GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER 70 CENTER EXCEPT RISER Sc.: DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END., 3..EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 310,3.5, 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANC WITH NFPA PAMPHLET NO. 13, SECTION 3.15.. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET No 13.. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHAL BE IN ACCORDANCt WITH NFPA PAMPHLET NO. 13, SECT IONS 3-1 7. OWNER TO PROVIOE ADEQUATE HEAT' TO PREVENT WATER IN PIPE FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLE SYSTEM. 8. ALL WIRING' OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDE ' By (7riAci.141, 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDE 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDEO BY (.27tAEAS PIPE NOTES REVISIONS MK DATE BY A NA a 15 It. A A CONTRACT WITH. J015 '01'101 11.4Dt,IE:. CONTRACT NAME: NORDSTROM /az) scow/ TUKVVILA, WA RISER DETAIL AS BUILT FIRST FLOOR - UNDER NA FiRE SYSTEMS ICX0 54 40 kv E. -3,10a DESIGNER DATE illmilirmonmemmaremsko 9 OF 21000960, ELEVATOR. Fore/ `T 5�A`fr + V Ilt..:_.__ I..._..... __..._.L.... 1 _d CT- -7 -- d o 714 �� .# 1 0� 0- -7 .� . ... .... 14 f I- u -O OyN 1,4:0 0 W .... Cu .,. d_. vl- 4. ' "/ilt. i i ` r� I ..-11 I -_ I'i.._. .1...* 1410 14 14 4-1 ,.------"6-4°...........13,7-10.....____v-0511 ig()' lig-- ,.., • \ r( cv o IJ OrcMk .GI Ic o .ILC. 4-0_ IS S 31i 1. 1 1L L 4 Ty Z -Ib 4-o ti o - co -o c _ 1-L, . �.3_ n 11 �_ 1 .. - �. T...._. '',4- 0. , `� 3-a... 6-0 3-0 4- „4-C' 45-0 co -O . „.., /1 1i% 0l UNDER N,^,r.ZZ SPRINKLER "r. ` 1.1.0 11 (EA,,,r' NANGf R NOTES .5 A:: I11 L��ICr 'sk LF T/11YIN 5C�RL.e.' 4 Folz ALL IcYL°� 1'r.•'',;, NO fzlw�n �, 1�^, i-o(L PNLL. nnjl FriTest, -ib I,-I'rrP.l-L (I) Wu -r y-/ L.(4., (tGv,re 13 1 -Oa.' / 5 1 r1 )6Tu(..prV Nnk hnC•f~f"L J%SE 4O 114' LorJG V)O�� vv/ Nut 'i wA liE1L wiT1k Ii AG 4 PN {(....C-iqi" IZA L. AA O U A GuAILTAP CLiWTR L. mora A C_v.-NTK-A L MoI) A Re. -IA L -to .E M01P CA R LIP LAS MOo Cw 4' GE.1.r"f'RAL CAZ.v1D E„i)TTE1Z,FL ( $ VALvE .,u/ Bola-Ir1 TAn pee. fciS°Lam'I.LS e?/r PIPING DETA 1 L 0 y IvrS War ue. vVORMAL_D 't0 IN IS'TAL-L- BAis "FLE.' BE -TM _M 5L&3 O APART, DES I Gr\l C. RZ►i'I~A; ) S( TE:.JA IS NYDrznuL(.ALLY GAL.ULATE►j TU' ›ELIVL::+` 30 r°,1 1./11rJ, (_N1) IIEAcr:> I'RC-`�a�.)f'CC TO ESN I4L'AG TrlrzL.E /'�DaP�GEr1<i BRAntc-I-‘ Llr.lE:'r.MIrJ. PIPE.. -rc7 ec.. F'E,R. tQF P,A TAE Lr 3-7.1 F rOlZ. E...XTRA • HP:Z. «rL D PIPE- :IGH r`._..C) l.) .,iHtitC I IL 1 (L), 'Co 4-3/6 o- r S. r `...,,,/1 qt Uri c1E. R.. r,I X22%. SPRJ JKLER-S C7 PrPM NiJV 99G PRINT DATE ,/H-7-3-86 1-i3-86 HANGER LEGEND "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET "J" BOLT K SHORT CLIP L M "L" ROD MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR V W X FITTING LEGEND MEYERTECH VICTAULIC "FIT" M MICHIGAN "SLIP-LOK" P PIPE -01E7 SN SHAPED NIPPLE ITT GRINNELL "EASE -TEE" .4--111" 2. WAY EARTHQUAKE BRACE 4 • WAY EARTHQUAKE BRACE ./.0n STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND (n SPRINKLER ORIFICE SIZES AND TYPE LLJ W wv+ 16 8 � z SPRAY O U 1/2' O BJ 1" 2., 17 32 SPRAY bSIDEWALL 1DRY TYPE 2 TEMP. RATING 0 43. 0 165° 212° 286°, 350' 500° R Zy SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE, TYPE & FINtSH QUAN TEMP IceS 0 TOTAL APPROVALS REQUIRED DISTRIBUTION QUALITY CONTROL BY DATE 3-4-36 APPROVED FOR FABRICATION BY ftel APPROVED FOR INSTALLATION BY 'NA(' ▪ DATE I ,r) GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER 70 CENTER EXCEPT RISER Sc.: DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END., 3..EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 310,3.5, 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANC WITH NFPA PAMPHLET NO. 13, SECTION 3.15.. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET No 13.. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHAL BE IN ACCORDANCt WITH NFPA PAMPHLET NO. 13, SECT IONS 3-1 7. OWNER TO PROVIOE ADEQUATE HEAT' TO PREVENT WATER IN PIPE FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLE SYSTEM. 8. ALL WIRING' OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDE ' By (7riAci.141, 9. PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDE 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDEO BY (.27tAEAS PIPE NOTES REVISIONS MK DATE BY A NA a 15 It. A A CONTRACT WITH. J015 '01'101 11.4Dt,IE:. CONTRACT NAME: NORDSTROM /az) scow/ TUKVVILA, WA RISER DETAIL AS BUILT FIRST FLOOR - UNDER NA FiRE SYSTEMS ICX0 54 40 kv E. -3,10a DESIGNER DATE illmilirmonmemmaremsko 9 OF 21000960, 100 SOUTHCENTER MALL ASSOCIATED PERMITS 13-F-095 13-S-074 11-S-017 08-S-468 16-H-227 13-H-226 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's TaxNo.: 9202470020 Site Address: 100 Southcenter Mall Suite Number: Floor: Tenant Name: Nordstrom New Tenant? ❑ - Yes ® - No Property Owners Name: Westfield Property Tax Dept Mailing Address: P° Box 130940 Carlsbad CA 92013 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kristopher Conner Day Telephone: 253-753-6660 Company Name: Froula Alarm Systems, Inc. Mailing Address: 861 Industry Drive Tukwila WA 98188 E-mail Address: kris@froulasolutions.com Total number of new/relocated devices or sprinkler heads: 346 Valuation of Project (contractor's bid price): $ 82,500.00 City State Zip Fax Number: 206-575-8168 Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUTHORIZED AGENT: Signature: Print Name: Kristopher Conner Date: 3/1A3 Day Telephone: 253-753-6660 Plan Permit App.doc 1/2/13 TFD FP Form 8 r LFIZIEEff SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 920247-0120 Site Address: 100 Southcenter Mall Suite Number: 100 Floor: 1 Tenant Name: Nordstrom New Tenant? p - Yes ❑ - No Property Owner's Name: Westfield Southcenter Mailing Address: 2800 Southcenter Mall Tukwila WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Janet Stebbins or Chuck Wittig DayTelephonJS 206-291-1468; CW 206-291-1412 Company Name: SimplexGrinnell Mailing Address: 9520 10th Ave S, Suite 100 Seattle WA 98108 Janet: jastebbins@simplexgrinnell.conClty E-mail Address: Chuck: cwittig@simplexgrinnell.com Fax Number: 206-291-1500 State Zip Valuation of Project (contractor's bid price): $ 40,911.00 Scope of Work (please provide detailed information): Add/relocate (152) sprinklers in tenant improvement . PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Janet Stebbins/SimplexGrinnell Day Telephone: 206-291-1468 (Janet on vacation through 3/26- contact Plan Permit App.doc 5/14/10 Chuck Wittig if neeeded)TFDFPForm8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: • FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 5o‘m+ w- Suite Number: Floor: Tenant Name: ROA S hs Property Owner's Name: Mailing Address: City State Zip New Tenant? ❑- Yes rs,-No CONTACT PERSON -if there are questions about the submittal. Name: CONK- G -ts -r1 Company Name: Mailing Address: Day Telephone: V) 62. 'B4 9" 4647 t h Tir6i wt,J► v-- WO- )S t08 - -mail Address: Tj eliNGNi FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Nordstrom Cafe 100 Southcenter Mall Permit No.: 16-H-227 Date: October 24 , 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: t o 5041-1'( - NSuite Number: Floor: Tenant Name: I kfecAt" New Tenant? ❑ - Yes EI- No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are quests about the submittal. Name: 'AVE Gu�,sc, Company Name: 5VIOCY&F61 Mailing Address: E-mail Address: 2(2 o*04 r– u cY S ✓�Y► I � "� n Co.ity Total number of new/relocated devices or sprinkler heads: 1I11 Valuation of Project (contractor's bid price): $ 1 SD 0 • U� Scope of Work (please provide detailed information): N B lilt V'' C— ' tot- P1%) Roo N - Dar Day Telephone: 4\ -- Fax Number: 4 3W`Ltio/Zip Otilko (sine, RW) `.tt r- lJ itioA PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R R THORIZED AGENT: Signature: Print Name: CA1161 Plan Permit App.doc 1/2/13 Date: Day Telephone: 70c) S4964'7 TFD FP Form 8 FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Nordstrom Cafe 100 Southcenter Mali Permit No.: 13-H-226 Date: September 25, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not Tess than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. 1' FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Nordsrom 100 Southcenter Mall Permit No.: 13-S-074 Date: March 29, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/ inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Not dstrom Cafe 3rd Lkoor 100 Southcenter Mall T,, ikwila, WA 98188 Hood: 103" x 48" Duct: 14" x 26" Hoods are back to back Fuselinks: 360 degree 11 Flow Points Hood: 74" x 50" Duct: 14" x 12" piping: 3/8" Black Iron SCH 40 annul R-1:02 1+_ 300 Callon gull Station; exiting M9chanir.a4 Ga_ Valvo Pizza Oven 36"x24" Range 24"x24" Charbroiler Kettle Oven 2600 Airport Way S. Seattle, WA. 98134 206-340-4300 PAID SEP 25 2013 TUKWILA FIRE 2 77ce 2on — ETNN IV — LEX. 3470 .2LX- C 74— Page 4-28 ;EV.„ 4-1-C= i;azzfeApplicata_ri Tha t Tie following char: ha; been develc ped to assist in calculating the quantity and type .Df n3zzie -equirec to protect each duct, plenum, or appliance. NOTICE This chart is for general reference only. See complete details for each type of hazard. Hazard Duct or Transition (Single Nozzle) Du.3t or Transition (Single Nozzle) Duct or Transition (Dual Nozzle) Electrostatic Precipitator (At Base of Duct) Plenum (Horizontal Protection' P. Plenum (Horizontal Protection' Plenum (Vertical Protection) Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat)' Fryer (Non -Split Vat Only) Maximum Hazard Dimensions Minimum Nozzle Nozzle Quantity Heights Length — Unlimited 1 Perimeter — 50 in. (127 cm) Diameter —16 in. (40.6 cm) Lengti — Unlimited 1 Perim3ter — 100 in. (254 cm) Diameter — 31 7/8 in. (81 cm) Length — Unlimited 2 Perimeter —150 in. (381 cm) Diameter — 48 in. (122 cm) Individual Cell Lengti — 10 ft. (3.1 rn) Length — 6 ft. (1.8 m) Width — 4 ft. (1.2 m) Length — 4 ft. (12 m) Width-4ft.(1.2m) Maximum Size (without drip board) 14 in. (36 cm) x 15 in. (38 cm) Low Proximity Maximum Size (without drip board) 14 1/2 in. (37 cm) x 14 in. (36 cm) Medium Proximity Maximum Size (without drip board) 15 in. (38 cm) x 14 in. (36 cm) High Proximity Medium Proximity Maximum Size (without drip board) 19 1/2 in. (49.5 cm) x 19 in. (482 cm) High Proximity Low Proximity Maximum Size (without drip board) 18 in. (45.7 cm) x 18 in. (45.7 cm) High Proximity 1 1 1 1 1 1 1 1 1 1 Fc- multiple nozzle protection of single fryers, see detailed information on Pages 4-12 through 4-14. 13-16 in. (33 — 41 cm) 16 — 27 in. (41 — 69 cm) 27 — 47 in. 20 — 27 in. 21-34 in. 13-16 in. 25 — 35 in. (64-89 cm) Nczze Part Nc. 430912 419337 419337 419334 419335 430192 419336 419336 419342 419342 419339 413340 413338 413342 413338 • h, ozzle Tip Stamping — Flow No. i1N 290 290 230 245 3N 290 3N Nozzle Apai'.aticit S art (Co rtinued) Maximum Hazard Hazard Dimensions Fryer (Non-Sti it Vat Only)` Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat) Range Maximum Size (with drip board) 21 in. (53 cm) x 4 in. (36 cm) (F -y Pot must not exceed 75 in. x 14 in. (38 crn x 36 cm)) High Proximity Medium Proximity Maximum Size (with drip board) 25 3/8 in. (64.4 cm) x 19 1/2 in. (49.5 cm) (Fry pot side must not exceed 19 1/2 in. (49.5 cm) x 19 in. (48.2 cm) High Proximity Low Proximity Maximum Size (with drip board) 18 in. (45.7 cm) x 27 3/4 in. (70.5 cm) High Proximity Maximum Size (with drip board) 14 in. (36 cm) x •EC -TC . - _ .STEM DES_c s. EX. .7 - page 4- -C6 REVS.. Minimum Nozzle Tic Nozzle Nozzle Nazzi_ StamFing'— Quantity Heights Part N :; 71otu l.lc. 1 1 1 1 1 • 27 — 47 in. 419339 230 20 — 27 in. 41934) 245 21 — 34 in. 419338 3N 13 —16 in. 419342 290 25 — 35 in. 419338 3N (64-89 cm) 21 in. (53 cm) 1 13 —16 in. 419342 290 Low Proximity (33 — 41 cm) Maximum Size (with drip board) 141/2 in. (37 cm) x 26 1/2 in. (67 cm) 1 16 — 27 in. 419342 290 Medium Proximity (41 — 69 cm) Longest Side 1 30 — 40 in. 419335 1N 32 in. (81 cm) (76 =102 cm) Area — 384 sq. in. (2477 sq. cm) Longest Side 40 — 48 in. 419333 1F 28 in. (71 cm) (102 —122 cm) Area — 336 -sq. in. (With Bookshelf) (2168 sq. cm) • Longest.Side (High Proximity) 1 40 — 50 in. 28 in. (71 cm) (102 — 127 cm) Area — 672 sq. in. (4335 sq. cm) Longest Side (Medium Proximity) 1 30 — 40 in. 4` 934' 260 32 in. (81 cm) (76 —102 cm) Area — 768 sq. in. (4955 sq. cm) Longest Side (Low Proximity) 2 15 — 20 in. 4' 9342 29C 36 in. (91 cm) (38 — 57 cm) Area —1008 sq..in. ;3503 sq. cm) For multipie rc.=ie protea on of single fryers, see detailed information on ?ages 4-7 through 4-11. 419340 245 E.,E,:lCN:V – AF lEt_M U. EX. 3470 UL= CEx747 Page 4-30 RE/.3 10-1-C2 Nozzie Application Clart (Continued) Hazard Griddle Chain Broiler* (Overhead Protection) Chain Broiler (Horizontal Protection) Gas -Radiant Che --Broiler Electric Char -Broiler Lava -Rock Broiler Natural Charcoal Broiler Lava -Rock or Natural Charcoal Char -Broiler • Minimum Maxirrum Hazard Nozzle Dimensions Quantity Longest Side (High Proximity) 1 48 ir. (122 cm) Area –1440 sq. in. (9290 sq. cm) Longest Side (High Proximity) 1 30 ir. (76 cm) Area – 720 sq. in. (4645 sq. cm) Longest Side (High Proximity) 1 36 in. (91 cm) Area –1080 sq. in. (6968 sq. cm) Longest Side 1 (Medium Proximity) 48 in. (122 cm) Area –1440 sq. in. (9290 sq. cm) Longest Side (Low Proximity) 1 48 in. (122 cm) Area –1440 sq. in. (9290 sq. cm) Longest Side – 34 in. (86 cm) 2 Area –1088 sq. in. (7019 sq. cm) Length – 43 in. (109 cm) 2 Width – 31 in. (79 cm) Longest Side – 36 in. (91 cm) 1 Area – 864 sq. in. (5574 sq. cm) Longest Side – 34 in. (86 cm) 1 Area – 680 sq. in. (4388 sq. cm) Longest Side – 24 in. (61 cm) 1 Area – 312 sq. in. (2013 sq. cm) Longest Side – 24 in. (61 cm) 1 Area – 288 sq. in. (1858 sq. cm) Longest Side – 30 in. (76 cm) 1 Area – 720 sq. in. (4645 sq. cm) • Nozzle Heights 30 – 50 in. (76 – 127 cm) (perimeter located) 30 – 50 in. (76 –127 cm) (center located) 35-40 in. (89 –102 cm; (perimeter located) 20 – 30 in. (51 – 76 cm) (perimeter located) 10 – 20 in. (25 – 51 cm) (perimeter located) 10 – 26 in. (25 – 66 cm) 1-3in. (3 – 8 cm) 15 – 40 in. (38 –102 cm) 20 – 50 in. (51 – 127 cm.) 18 – 35 in. (46 – 89 cm) 18 – 40 in. (46 –102 cm) 14-40 in. (36 –102 cm) • ' Minimum chain broiler exhaust opening —12 in. x 12 in. (31 cm x 31 cm), and not less than 60% of internal broiler size. Nozz:e Part !lc. 419341 419342 4193:35/417332 419342 419343 419336/417333 419335/417332 419335/417332 419335/417332 419335/417332 419335/417332 419338 Nozzle Tip Stamping – P.Dw Nc. 230 230 1N/1NSS 290 2120 W/1WSS 1N/1NSS N/1NSS N/1 NSS 1 W1 NSS 1 N/1 NSS 3N `- -s = ; .-�. ;_:en: tank, ex:e-.ile.lt t`as sta, :actuator. ' tank. : i.�s �rockou_s facilitate a;d:. _ ,al ct u - --;;;-a an: -1:pr; detection system: and �CIc �vuplafed elesse assembiv s usec In nC. , and:s :. tarl, .3./Sta;7;S nal must be mourted to '^ Sjr'ace• The re sa e'%'anism ,an be used tc intercon- nect s4 -.h the actua..n ;.nrc .expellant gas lines as required per system design. ' • 9 reg1iat= Cr s dsicred to allow a constant `low of Cas into :he Tar: 6, 110i•F .actuated. 0 ` i'jG r e) When the 3yST?!11 is .n singe. double, and "U;Tble-talk systems, the provided expel - ant gas nose connects the ager: tank to the oottom outlet of the `eguiaor. In double art multiple -tank system configurations, the tack outlet of the regLiatcr is used as an expellant gas feed for one additional tank -enc osu-e or tnk-bracket hookup. Tie enclo- sure contains the- required knoca<outs to facilitate this connection. if a pressure switch is tc be attached to the regulator, additional fit- tings are required. The tank is mounted within the enclosure. The tank contains an adapts 'tube assembly •vvith a burst disc union. The burst disc helps prevent siphoning of the agent up the pipe due to significant temperature fluctuations in the area where the tank is located. The tank is mild steel and, under normal conditions, requires hydrosta- tic testing every twelve years. The agent tank is shipped uncharged and must be filled with only ANSULXC Low pH Liquid Fre Suppressant during installation. The detection and additional equipment required per system design are connected to the release mechanism. The enclosure contains knockouts to facilitate detection and additional hookups. The system can be actuates automatically or manually. Automatic actuation occurs when a fusible link within the detection system separates in a fire condition. Manual actuation of the system occurs when personnel pull on the remote manual pull station pull ring.' Total =loNJ/1z: 1-5 6-11 12-16 Tank Q 1 1 Type of zvstem Single �2f Hardwa 1.5 Gal Reg. Release Single 3.0 Gal. Reg. Release 2 Double 17-22 2 1.5 Gal. Reg. Release 3.0 Gal. Additional Tank Double 3.0 Gal. Reg. Release 3.0 Gal. Additional Tank 23-27 3 Multiple 1.5 Gal. Reg. Release 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank The electrical switches are intended for use with electric gas-. valves, alarms, contactors, lights, contractor supplied electric= power shut-off devices and other electrical devices that are - designed to shut off or :um on when the system is actuated. Switches are available in kits: One Switch Kit, Part No: 423878, Two Switch Kit, Part No. 423879, Three Switch Kit, Part No. 423880, and Four Switch Kit, Part No. 423881. Each switch has a set of single -pole, double -throw contacts rated at 21 amp, 1 HP, 125, 250, 277 VAC or 2 HP. 250, 277 VAC. Mounting hardware is provided with each kit. ELECTRICAL RICAL SWITCHES S L, - Il y .r 4a .-.0+s��a! a J YS Vi i 7 � V I— (Stand ( Stand r Nitrogen S stodge Reg= ji� red LT -20-R (7032) LT 30-R (5373) Double (73022) Double (73022) LT 20-R (7032) LT -A-101-30 (29187) Fla=sf- identification Chart Node Type Raft No. 1W Nozzle 1 WSS Nozzle NczzIe 1NSS Nozzle 1/2N lloz<le 3N Nczzle 2W Nozzle 2WH °Vozzle 230 Nozzle 245 Nozzle 260 Nozzle 290 Nozzle '2120 Nozzle 1F Nozzle 4.13.336 41733c ‘ 1933E 417332 41933“ 419338 413337 73378 413333 419340 419341 419342 419343 . 419333 Carbor, Dioxide Carttta R sired 101-10 (15850) 131-20 (17,1M 101-30 (15851) 101-30 (15851)- 101-10 i5851)*x 101-10 (15853) 101-30 (15851)— WRC-‘14 A C- FTE SIAy 5 obit. SUP!'- • IIR SiSUT 69 f0 C0t :z' -Y5) vi '�.IJ�s� •--- No_le Sta noinc 1W 1w 1N 1N 1l2N 3N 2W 2WH 230 245 260 290 2120 1F 1/2 3 2 2 2 2 2 1 EXTINGUISHING AGENT ANSULEX Low pH Liquid Fire Suppresser. (1.5 gallon - ParNc. 79694 or 3.0 gallon - rat Nc. 74a77 tion designed for fast kloci ,o,y-. ) s a potasssi n of gr ase - related fires. The agent arc: contssion of ion grease - related i. shipped pies& containers whit- pro- vide one complete tank c•:harce. ,=. en- Eto73ae life expectancy is twelve years. The distrib,:tar must recc-c t-_ batch nllrih_ cat= n? chime . r. a . -- ACCEPTED o Without Comments o As Noted in Red pr. Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authoriz rioiatians of adopted standards and ordinances. The - ponsibility for the adequacy of design rests totally w;th the designer. Additions, deletions or revisions c these drawings after this date will void this accep and will require a resubmittal of revised drawings or subsequent approval. Final acceptance is subiect to field test and inspection b- 'rhe Tukwila Fire Prevention Bureau. , Date: q ..)'"i_ /3 By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 5-11-).) and exact address for shut- down hutdown or restoration approval. HYDRAULIC DESIGN INFORMATION SHEET Job Name: Nordstrom Location: 100 Southcenter Mali, Tukwila, WA 98188 Drawing Date: 3-07-2013 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Non -Combustible Reviewing Authorities: Remote Area Number: 1 Occupancy: Retail SYSTEM DESIGN Code: NFPA-13 Hazard: Ordinary Group 2 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.20 Varies 100 gpm 150 gpm Sprinkler or Nozzle Make: Reliable Model: G K -Factor: 5.6 Temperature Rating: 165 CALCULATION SUMMARY 26 Flowing Outlets GPM Required: 928.5 PSI Required: 56.3 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 8001 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Southcenter Mall Source of Information: City of Tukwila Water Dept. Available Pressure of 147.6 psi Exceeds Required Pressure of 56.3 psi This is a safety margin of 91.3 psi. Maximum Water Velocity is 13.6 fp/sec Notes: s i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROMO1.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 150.0 20.0 8001.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 1015 102S 103S 104S 1055 106S 107S 108S 109S 1105 1115 112S 113S 114S 115S 116S 117S 118S 119S 1205 121S 122S 123S 124S 125S 126S 101 102 103 104 105 106 107 108 ANALYSIS DAT4 TAG ELEVATION NODE TYPE (FT) 9.0 9.0 9.0 9.0 9.0 9.0 9.0 17.2 9.0 9.0 9.0 9.0 10.6 9.0 10.6 17.2 16.8 9.0 9.0 9.0 10.6 10.6 10.6 10.6 10.6 10.6 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 147.6 928.5 56.3 928.5 GPM 150.0 GPM 100.0 GPM 678.5 GPM PRESSURE (PSI) K= 5.60 19.6 K= 5.60 19.7 K= 5.60 20.2 K= 5.60 22.1 K= 5.60 22.5 K= 5.60 22.9 K= 5.60 23.5 K= 5.60 19.5 K= 5.60 21.3 K= 5.60 22.1 K= 5.60 22.5 K= 5.60 23.1 K= 5.60 20.3 K= 5.60 18.4 K= 5.60 20.4 K= 5.60 18.6 K= 5.60 18.5 K= 5.60 21.7 K= 5.60 22.4 K= 5.60 23.1 K= 5.60 23.2 K= 5.60 23.3 K= 5.60 23.5 K= 5.60 23.7 K= 5.60 24.8 K= 5.60 24.9 21.2 21.8 22.3 22.6 23.0 23.5 24.2 21.3 DISCHARGE (GPM) 24.8 24.9 25.2 26.3 26.5 26.8 27.1 24.7 25.8 26.3 26.5 26.9 25.2 24.0 25.3 24.1 24.1 26.1 26.5 26.9 27.0 27.0 27.2 27.3 27.9 27.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 109 16.8 21.7 110 16.8 22.5 111 16.8 23.0 112 16.8 23.8 113 16.8 20.3 114 16.8 20.3 115 16.8 21.1 116 16.8 21.6 117 16.8 21.9 118 16.8 22.4 119 16.8 22.9 120 16.8 23.8 121 16.8 24.2 122 16.8 24.5 123 16.8 24.7 124 16.8 25.0 125 16.8 26.2 126 16.8 26.1 lA 13.8 28.1 1A1 16.8 26.1 1A2 16.8 22.0 1A3 16.8 22.2 1B 13.8 28.2 1B1 16.8 25.9 1B2 16.8 22.5 1C 13.8 28.3 1C1 16.8 26.1 1C2 16.8 20.9 1C3 16.8 20.8 1C4 14.8 21.4 1D 13.8 29.3 1D1 16.8 26.5 lE 13.8 39.1 LVL1B 13.8 HOSE STREAM 41.6 100.0 UGB 0.0 49.2 UG 0.0 49.8 BF1 0.0 50.0 BF2 0.0 - - - - 56.0 CITY 0.0 SOURCE 56.3 778.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -24.8 1.049 PL 20.00 PF 5.0 101S 9.0 5.6 19.6 24.8 9.2 120 FTG 3E PE -3.4 101 16.8 0.0 21.2 0.0 0.193 TL 26.00 PV Pipe: 2 -24.9 1.049 PL 21.75 PF 5.4 102S 9.0 5.6 19.7 24.9 9.2 120 FTG 3E PE -3.4 102 16.8 0.0 21.8 0.0 0.195 TL 27.75 PV Pipe: 3 -25.2 1.049 PL 18.75 PF 5.5 103S 9.0 5.6 20.2 25.2 9.3 120 FTG 2ET PE -3.4 103 16.8 0.0 22.3 0.0 0.199 TL 27.75 PV Pipe: 4 -26.3 1.049 PL 8.75 PF 3.8 104S 9.0 5.6 22.1 26.3 9.8 120 FTG 2ET PE -3.4 104 16.8 0.0 22.6 0.0 0.216 TL 17.75 PV Pipe: 5 -26.5 1.049 PL 8.75 PF 3.9 105S 9.0 5.6 22.5 26.5 9.9 120 FTG 2ET PE -3.4 105 16.8 0.0 23.0 0.0 0.220 TL 17.75 PV Pipe: 6 -26.8 1.049 PL 8.75 PF 4.0 106S 9.0 5.6 22.9 26.8 9.9 120 FTG 2ET PE -3.4 106 16.8 0.0 23.5 0.0 0.224 TL 17.75 PV Pipe: 7 -27.1 1.049 PL 8.75 PF 4.1 107S 9.0 5.6 23.5 27.1 10.1 120 FTG 2ET PE -3.4 107 16.8 0.0 24.2 0.0 0.229 TL 17.75 PV Pipe: 8 -24.7 1.049 PL 1.50 PF 1.6 108S 17.2 5.6 19.5 24.7 9.2 120 FTG ET PE 0.2 108 16.8 0.0 21.3 0.0 0.193 TL 8.50 PV Pipe: 9 -25.8 1.049 PL 9.38 PF 3.8 109S 9.0 5.6 21.3 25.8 9.6 120 FTG 2ET PE -3.4 109 16.8 0.0 21.7 0.0 0.209 TL 18.38 PV Pipe: 10 -26.3 1.049 PL 8.75 PF 3.8 110S 9.0 5.6 22.1 26.3 9.8 120 FTG 2ET PE -3.4 110 16.8 0.0 22.5 0.0 0.216 TL 17.75 PV Pipe: 11 -26.5 1.049 PL 8.75 PF 3.9 111S 9.0 5.6 22.5 26.5 9.9 120 FTG 2ET PE -3.4 111 16.8 0.0 23.0 0.0 0.220 TL 17.75 PV Pipe: 12 -26.9 1.049 PL 8.75 PF 4.0 112S 9.0 5.6 23.1 26.9 10.0 120 FTG 2ET PE -3.4 112 16.8 0.0 23.8 0.0 0.226 TL 17.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -25.2 1.049 PL 7.67 PF 2.7 113S 10.6 5.6 20.3 25.2 9.4 120 FTG 3E PE -2.7 113 16.8 0.0 20.3 0.0 0.200 TL 13.67 PV Pipe: 14 -24.0 1.049 PL 23.25 PF 5.3 114S 9.0 5.6 18.4 24.0 8.9 120 FTG 3E PE -3.4 114 16.8 0.0 20.3 0.0 0.182 TL 29.25 PV Pipe: 15 -25.3 1.049 PL 7.67 PF 3.4 115S 10.6 5.6 20.4 25.3 9.4 120 FTG 2ET PE -2.7 115 16.8 0.0 21.1 0.0 0.201 TL 16.67 PV Pipe: 16 -24.1 1.049 PL 6.25 PF 2.8 116S 17.2 5.6 18.6 24.1 9.0 120 FTG 2ET PE 0.2 116 16.8 0.0 21.6 0.0 0.184 TL 15.25 PV Pipe: 17 -24.1 1.049 PL 9.08 PF 3.3 117S 16.8 5.6 18.5 24.1 9.0 120 FTG 2ET PE 0.0 117 16.8 0.0 21.9 0.0 0.184 TL 18.08 PV Pipe: 18 -26.1 1.049 PL 10.00 PF 4.0 118S 9.0 5.6 21.7 26.1 9.7 120 FTG 2ET PE -3.4 118 16.8 0.0 22.4 0.0 0.213 TL 19.00 PV Pipe: 19 -26.5 1.049 PL 8.75 PF 3.9 119S 9.0 5.6 22.4 26.5 9.8 120 FTG 2ET PE -3.4 119 16.8 0.0 22.9 0.0 0.219 TL 17.75 PV Pipe: 20 -26.9 1.049 PL 8.75 PF 4.0 120S 9.0 5.6 23.1 26.9 10.0 120 FTG 2ET PE -3.4 120 16.8 0.0 23.8 0.0 0.226 TL 17.75 PV Pipe: 21 -27.0 1.049 PL 7.17 PF 3.7 121S 10.6 5.6 23.2 27.0 10.0 120 FTG 2ET PE -2.7 121 16.8 0.0 24.2 0.0 0.226 TL 16.17 PV Pipe: 22 -27.0 1.049 PL 8.17 PF 3.9 122S 10.6 5.6 23.3 27.0 10.0 120 FTG 2ET PE -2.7 122 16.8 0.0 24.5 0.0 0.227 TL 17.17 PV Pipe: 23 -27.2 1.049 PL 7.67 PF 3.8 123S 10.6 5.6 23.5 27.2 10.1 120 FTG 2ET PE -2.7 123 16.8 0.0 24.7 0.0 0.229 TL 16.67 PV Pipe: 24 -27.3 1.049 PL 8.17 PF 4.0 124S 10.6 5.6 23.7 27.3 10.1 120 FTG 2ET PE -2.7 124 16.8 0.0 25.0 0.0 0.231 TL 17.17 PV Pipe: 25 -27.9 1.049 PL 7.67 PF 4.0 125S 10.6 5.6 24.8 27.9 10.4 120 FTG 2ET PE -2.7 125 16.8 0.0 26.2 0.0 0.241 TL 16.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROMO1.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -27.9 1.049 PL 7.17 PF 3.9 126S 10.6 5.6 24.9 27.9 10.4 120 FTG 2ET PE -2.7 126 16.8 0.0 26.1 0.0 0.242 TL 16.17 PV Pipe: 27 -24.8 1.049 PL 4.00 PF 0.8 101 16.8 0.0 21.2 0.0 9.2 120 FTG ---- PE 0.0 1A2 16.8 0.0 22.0 0.0 0.193 TL 4.00 PV Pipe: 28 -24.8 1.380 PL 4.00 PF 0.2 1A2 16.8 0.0 22.0 0.0 5.3 120 FTG ---- PE 0.0 1A3 16.8 0.0 22.2 0.0 0.051 TL 4.00 PV Pipe: 29 -24.9 1.380 PL 2.50 PF 0.4 102 16.8 0.0 21.8 0.0 5.3 120 FTG T PE 0.0 1A3 16.8 0.0 22.2 0.0 0.051 TL 8.50 PV Pipe: 30 -49.7 2.067 PL 4.25 PF 0.1 1A3 16.8 0.0 22.2 0.0 4.7 120 FTG ---- PE 0.0 103 16.8 0.0 22.3 0.0 0.026 TL 4.25 PV Pipe: 31 -74.8 2.469 PL 11.25 PF 0.3 103 16.8 0.0 22.3 0.0 5.0 120 FTG ---- PE 0.0 104 16.8 0.0 22.6 0.0 0.023 TL 11.25 PV Pipe: 32 -101.1 2.469 PL 10.25 PF 0.4 104 16.8 0.0 22.6 0.0 6.8 120 FTG ---- PE 0.0 105 16.8 0.0 23.0 0.0 0.040 TL 10.25 PV Pipe: 33 -127.7 2.469 PL 8.00 PF 0.5 105 16.8 0.0 23.0 0.0 8.6 120 FTG ---- PE 0.0 106 16.8 0.0 23.5 0.0 0.062 TL 8.00 PV Pipe: 34 -154.5 2.469 PL 8.00 PF 0.7 106 16.8 0.0 23.5 0.0 10.4 120 FTG ---- PE 0.0 107 16.8 0.0 24.2 0.0 0.088 TL 8.00 PV Pipe: 35 -181.6 2.469 PL 3.75 PF 1.9 107 16.8 0.0 24.2 0.0 12.2 120 FTG T PE 0.0 1A1 16.8 0.0 26.1 0.0 0.119 TL 15.75 PV Pipe: 36 -181.6 3.068 PL 3.00 PF 0.7 1A1 16.8 0.0 26.1 0.0 7.9 120 FTG T PE 1.3 lA 13.8 0.0 28.1 0.0 0.041 TL 18.00 PV Pipe: 37 -24.7 1.380 PL 7.75 PF 0.4 108 16.8 0.0 21.3 0.0 5.3 120 FTG ---- PE 0.0 109 16.8 0.0 21.7 0.0 0.051 TL 7.75 PV Pipe: 38 -50.5 1.610 PL 8.25 PF 0.7 109 16.8 0.0 21.7 0.0 8.0 120 FTG ---- PE 0.0 1B2 16.8 0.0 22.5 0.0 0.090 TL 8.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -50.5 2.067 PL 2.00 PF 0.1 1B2 16.8 0.0 22.5 0.0 4.8 120 FTG ---- PE 0.0 110 16.8 0.0 22.5 0.0 0.027 TL 2.00 PV Pipe: 40 -76.8 2.067 PL 8.00 PF 0.5 110 16.8 0.0 22.5 0.0 7.3 120 FTG ---- PE 0.0 111 16.8 0.0 23.0 0.0 0.058 TL 8.00 PV Pipe: 41 -103.4 2.067 PL 8.00 PF 0.8 111 16.8 0.0 23.0 0.0 9.9 120 FTG ---- PE 0.0 112 16.8 0.0 23.8 0.0 0.100 TL 8.00 PV Pipe: 42 -130.3 2.067 PL 3.75 PF 2.1 112 16.8 0.0 23.8 0.0 12.5 120 FTG T PE 0.0 181 16.8 0.0 25.9 0.0 0.153 TL 13.75 PV Pipe: 43 -130.3 2.469 PL 3.00 PF 1.0 1B1 16.8 0.0 25.9 0.0 8.7 120 FTG T PE 1.3 1B 13.8 0.0 28.2 0.0 0.065 TL 15.00 PV Pipe: 44 -25.2 1.049 PL 3.00 PF 0.6 113 16.8 0.0 20.3 0.0 9.4 120 FTG ---- PE 0.0 1C2 16.8 0.0 20.9 0.0 0.200 TL 3.00 PV Pipe: 45 -24.0 1.380 PL 4.00 PF 0.2 114 16.8 0.0 20.3 0.0 5.1 120 FTG ---- PE 0.9 1C4 14.8 0.0 21.4 0.0 0.048 TL 4.00 PV Pipe: 46 -24.0 1.610 PL 3.00 PF 0.2 1C4 14.8 0.0 21.4 0.0 3.8 120 FTG 2E PE -0.9 1C3 16.8 0.0 20.8 0.0 0.023 TL 11.00 PV Pipe: 47 -24.0 2.067 PL 5.00 PF 0.1 1C3 16.8 0.0 20.8 0.0 2.3 120 FTG ET PE 0.0 1C2 16.8 0.0 20.9 0.0 0.007 TL 20.00 PV Pipe: 48 -49.2 2.067 PL 7.00 PF 0.2 1C2 16.8 0.0 20.9 0.0 4.7 120 FTG ---- PE 0.0 115 16.8 0.0 21.1 0.0 0.025 TL 7.00 PV Pipe: 49 -74.5 2.067 PL 9.75 PF 0.5 115 16.8 0.0 21.1 0.0 7.1 120 FTG ---- PE 0.0 116 16.8 0.0 21.6 0.0 0.055 TL 9.75 PV Pipe: 50 -98.7 2.469 PL 6.50 PF 0.3 116 16.8 0.0 21.6 0.0 6.6 120 FTG ---- PE 0.0 117 16.8 0.0 21.9 0.0 0.039 TL 6.50 PV Pipe: 51 -122.8 2.469 PL 8.75 PF 0.5 117 16.8 0.0 21.9 0.0 8.2 120 FTG ---- PE 0.0 118 16.8 0.0 22.4 0.0 0.058 TL 8.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM0I.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -148.9 2.469 PL 6.00 PF 0.5 118 16.8 0.0 22.4 0.0 10.0 120 FTG ---- PE 0.0 119 16.8 0.0 22.9 0.0 0.083 TL 6.00 PV Pipe: 53 -175.3 2.469 PL 8.00 PF 0.9 119 16.8 0.0 22.9 0.0 11.7 120 FTG ---- PE 0.0 120 16.8 0.0 23.8 0.0 0.112 TL 8.00 PV Pipe: 54 -202.3 2.469 PL 3.75 PF 2.3 120 16.8 0.0 23.8 0.0 13.6 120 FTG T PE 0.0 1C1 16.8 0.0 26.1 0.0 0.146 TL 15.75 PV Pipe: 55 -202.3 3.068 PL 3.00 PF 0.9 1C1 16.8 0.0 26.1 0.0 8.8 120 FTG T PE 1.3 1C 13.8 0.0 28.3 0.0 0.051 TL 18.00 PV Pipe: 56 -27.0 1.610 PL 12.00 PF 0.3 121 16.8 0.0 24.2 0.0 4.3 120 FTG ---- PE 0.0 122 16.8 0.0 24.5 0.0 0.028 TL 12.00 PV Pipe: 57 -54.0 2.067 PL 5.00 PF 0.2 122 16.8 0.0 24.5 0.0 5.2 120 FTG ---- PE 0.0 123 16.8 0.0 24.7 0.0 0.030 TL 5.00 PV Pipe: 58 -81.2 2.067 PL 5.00 PF 0.3 123 16.8 0.0 24.7 0.0 7.8 120 FTG ---- PE 0.0 124 16.8 0.0 25.0 0.0 0.064 TL 5.00 PV Pipe: 59 -108.5 2.067 PL 4.00 PF 1.5 124 16.8 0.0 25.0 0.0 10.4 120 FTG T PE 0.0 1D1 16.8 0.0 26.5 0.0 0.109 TL 14.00 PV Pipe: 60 -27.9 2.067 PL 3.75 PF 0.0 126 16.8 0.0 26.1 0.0 2.7 120 FTG ---- PE 0.0 125 16.8 0.0 26.2 0.0 0.009 TL 3.75 PV Pipe: 61 -55.9 2.067 PL 1.75 PF 0.4 125 16.8 0.0 26.2 0.0 5.3 120 FTG T PE 0.0 1D1 16.8 0.0 26.5 0.0 0.032 TL 11.75 PV Pipe: 62 -164.3 2.469 PL 3.00 PF 1.5 1D1 16.8 0.0 26.5 0.0 11.0 120 FTG T PE 1.3 1D 13.8 0.0 29.3 0.0 0.099 TL 15.00 PV Pipe: 63 -181.6 5.047 PL 9.75 PF 0.0 lA 13.8 0.0 28.1 0.0 2.9 120 FTG ---- PE 0.0 113 13.8 0.0 28.2 0.0 0.004 TL 9.75 PV Pipe: 64 -312.0 5.047 PL 10.25 PF 0.1 113 13.8 0.0 28.2 0.0 5.0 120 FTG ---- PE 0.0 1C 13.8 0.0 28.3 0.0 0.010 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -514.2 5.047 PL 18.25 PF 1.1 1C 13.8 0.0 28.3 0.0 8.2 120 FTG 2E PE 0.0 1D 13.8 0.0 29.3 0.0 0.025 TL 42.25 PV Pipe: 66 -678.6 5.047 PL 158.75 PF 9.7 1D 13.8 0.0 29.3 0.0 10.9 120 FTG 4ET PE 0.0 lE 13.8 0.0 39.1 0.0 0.042 TL 231.75 PV Pipe: 67 -678.6 5.047 PL 22.25 PF 2.6 lE 13.8 0.0 39.1 0.0 10.9 120 FTG ETG PE 0.0 LVL1B 13.8 H.S. 41.6 100.0 0.042 TL 61.25 PV Pipe: 68 -778.6 6.065 PL 15.25 PF 1.6 LVL1B 13.8 H.S. 41.6 100.0 8.6 120 FTG 2EGA PE 6.0 UGB 0.0 0.0 49.2 0.0 0.022 TL 74.25 PV Pipe: 69 -778.6 8.390 PL 31.00 PF 0.5 UGB 0.0 0.0 49.2 0.0 4.5 140 FTG 2ET PE 0.0 UG 0.0 0.0 49.8 0.0 0.003 TL 152.00 PV Pipe: 70 -778.6 8.390 PL 75.00 PF 0.3 UG 0.0 0.0 49.8 0.0 4.5 140 FTG ---- PE 0.0 BF1 0.0 0.0 50.0 0.0 0.003 TL 75.00 PV Pipe: 71 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 56.0 0.0 6.0 psi, 778.6 gpm BF1 0.0 0.0 50.0 0.0 Pipe: 72 -778.5 8.390 PL 20.00 PF 0.3 BF2 0.0 0.0 56.0 0.0 4.5 140 FTG TG PE 0.0 CITY 0.0 SRCE 56.3 (N/A) 0.003 TL 86.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.3 computer program under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose (5) Available pressure at source node CITY under full flow conditions is 144.56 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROMO1.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose 0 M o A ,-1 O W O (9 co W a 3 0 W m M 0 0 0 N M W .,1 M 01 cn O H p O • >4 O n a4 W H 3 >Nr CD k0 a ,i a in gi ai .•1 N I I I I I I I 1 1 I 1 O 0 O 0 O O 0 0 0 0 l0 iM N 0 CO l0 ,--1 .-I ri ,--1 c7rC0LI43 ac4W cncnAa4W--p,m•.I-- 0 O • O O cr 0 0 N O O 0 0 0 m 0 —o aO 0 O Z CO a l0 0 0 0 cr In 0 _o to M 0 0 — N N N ,-1 I 0 0 CO 3 O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM01.SDF JOB TITLE: Nordstrom, 1st Floor, Riser B, 0.20/2000 +250 Hose WATER SUPPLY CURVE 156+ I * 0 143\ I\ I\ 1 \ 130+ \ I \ I \ I \ 117+ \ I \ I \ I \ P104+ \ R 1 \ E 1 \ S 1 \ S 91+ \ U I \ R 1 \ E 1 \ 78+ \ ( I \ P I \ S 1 \ I 65+ \ I \ I \ x \ 52+ \ I \ I \ I \ 39+ \ I \ I \ I \ 26+ LEGE\D " 1 \ " 1 X = Required Water Supplypsi @ 8001 gpm 1 56.31 psi @ 928.5 gpmw Test Point 13+ " 1 0 = Available Water Supply " 1 147.58 psi @ 928.5 gpm " 1 " 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) • HYDRAULIC DESIGN INFORMATION SHEET Job Name: Nordstrom Location: 100 Southcenter Mall, Tukwila, WA 98188 Drawing Date: 3-07-2013 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Non -Combustible Reviewing Authorities: Remote Area Number: 2 Occupancy: Retail SYSTEM DESIGN Code: NFPA-13 Hazard: Ordinary Group 2 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.20 Varies 100 gpm 150 gpm Sprinkler or Nozzle Make: Reliable Model: G K -Factor: 5.6 Temperature Rating: 165 CALCULATION SUMMARY 27 Flowing Outlets GPM Required: 899.1 PSI Required: 64.0 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 8001 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Southcenter Mall Source of Information: City of Tukwila Water Dept. Available Pressure of 147.7 psi Exceeds Required Pressure of 64.0 psi This is a safety margin of 83.7 psi. Maximum Water Velocity is 16.5 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. PRESS. (PSI) 150.0 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 8001.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 201S 202S 2035 204S 205S 2065 207S 2085 2095 210S 211S 212S 213S 214S 215S 2165 217S 218S 219S 220S 221S 222S 223S 224S 225S 226S 227S 201 202 203 204 205 206 207 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 27.1 27.1 27.1 27.1 27.1 32.2 27.1 27.1 28.7 28.7 27.1 27.1 27.1 27.1 28.7 28.7 28.7 27.1 27.1 27.1 28.7 28.7 28.7 27.1 27.1 28.7 28.7 32.5 32.5 32.5 32.5 32.5 32.5 32.5 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 147.7 899.1 64.0 899.1 GPM 150.0 GPM 100.0 GPM 649.1 GPM PRESSURE (PSI) K= 5.60 11.7 K= 5.60 12.0 K= 5.60 13.1 K= 5.60 13.9 K= 5.60 15.0 K= 5.60 17.5 K= 5.60 17.4 K= 5.60 19.4 K= 5.60 22.3 K= 5.60 25.1 K= 5.60 16.6 K= 5.60 17.3 K= 5.60 18.3 K= 5.60 17.4 K= 5.60 20.2 K= 5.60 20.9 K= 5.60 23.5 K= 5.60 18.3 K= 5.60 19.1 K= 5.60 19.6 K= 5.60 21.0 K= 5.60 22.2 K= 5.60 25.3 K= 5.60 16.5 K= 5.60 17.2 K= 5.60 19.8 K= 5.60 21.5 11.8 12.8 14.5 15.1 17.0 19.1 19.6 DISCHARGE (GPM) 19.1 19.4 20.3 20.9 21.7 23.4 23.4 24.7 26.4 28.1 22.8 23.3 24.0 23.4 25.2 25.6 27.1 24.0 24.5 24.8 25.7 26.4 28.2 22.7 23.2 24.9 25.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 208 32.5 20.1 209 32.5 24.1 210 31.0 27.1 211 32.5 18.1 212 32.5 19.5 213 32.5 20.6 214 32.5 20.9 215 32.5 21.3 216 32.5 22.2 217 32.5 24.9 218 32.5 20.2 219 32.5 21.7 220 32.5 22.3 221 32.5 23.4 222 32.5 23.8 223 32.5 26.9 224 32.5 17.8 225 32.5 19.1 226 32.5 21.2 227 32.5 23.7 2A 31.0 27.1 2A1 32.5 24.5 2B 31.0 27.1 2B1 32.5 25.0 2B2 32.5 20.5 2C 32.5 27.0 2C1 32.5 23.3 2D 32.5 27.4 2E 31.8 - - - - 36.7 LVL2B 30.1 HOSE STREAM 41.5 100.0 LVL1B 13.8 - - - - 49.6 UGB 0.0 57.0 UG 0.0 57.5 BF1 0.0 57.8 BF2 0.0 - - - - 63.8 CITY 0.0 SOURCE 64.0 749.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.1 1.049 PL 14.92 PF 2.5 201S 27.1 5.6 11.7 19.1 7.1 120 FTG 3E PE -2.3 201 32.5 0.0 11.8 0.0 0.120 TL 20.92 PV Pipe: 2 -19.4 1.049 PL 16.92 PF 3.2 202S 27.1 5.6 12.0 19.4 7.2 120 FTG 2ET PE -2.3 202 32.5 0.0 12.8 0.0 0.123 TL 25.92 PV Pipe: 3 -20.3 1.049 PL 14.42 PF 3.7 2035 27.1 5.6 13.1 20.3 7.5 120 FTG 4ET PE -2.3 203 32.5 0.0 14.5 0.0 0.134 TL 27.42 PV Pipe: 4 -20.9 1.049 PL 15.79 PF 3.5 2045 27.1 5.6 13.9 20.9 7.8 120 FTG 2ET PE -2.3 204 32.5 0.0 15.1 0.0 0.141 TL 24.79 PV Pipe: 5 -21.7 1.049 PL 19.75 PF 4.3 205S 27.1 5.6 15.0 21.7 8.0 120 FTG 2ET PE -2.3 205 32.5 0.0 17.0 0.0 0.151 TL 28.75 PV Pipe: 6 -23.4 1.049 PL 3.00 PF 1.7 2065 32.2 5.6 17.5 23.4 8.7 120 FTG ET PE -0.1 206 32.5 0.0 19.1 0.0 0.174 TL 10.00 PV Pipe: 7 -23.4 1.049 PL 16.79 PF 4.5 2075 27.1 5.6 17.4 23.4 8.7 120 FTG 2ET PE -2.3 207 32.5 0.0 19.6 0.0 0.174 TL 25.79 PV Pipe: 8 -24.7 1.049 PL 6.71 PF 3.0 208S 27.1 5.6 19.4 24.7 9.2 120 FTG 2ET PE -2.3 208 32.5 0.0 20.1 0.0 0.192 TL 15.71 PV Pipe: 9 -26.4 1.049 PL 6.83 PF 3.5 2095 28.7 5.6 22.3 26.4 9.8 120 FTG 2ET PE -1.7 209 32.5 0.0 24.1 0.0 0.218 TL 15.83 PV Pipe: 10 -28.1 1.049 PL 3.33 PF 3.0 2105 28.7 5.6 25.1 28.1 10.4 120 FTG 2ET PE -1.0 210 31.0 0.0 27.1 0.0 0.243 TL 12.33 PV Pipe: 11 -22.8 1.049 PL 17.17 PF 3.9 211S 27.1 5.6 16.6 22.8 8.5 120 FTG 3E PE -2.3 211 32.5 0.0 18.1 0.0 0.166 TL 23.17 PV Pipe: 12 -23.3 1.049 PL 17.17 PF 4.5 212S 27.1 5.6 17.3 23.3 8.7 120 FTG 2ET PE -2.3 212 32.5 0.0 19.5 0.0 0.173 TL 26.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -24.0 1.049 PL 16.58 PF 4.7 213S 27.1 5.6 18.3 24.0 8.9 120 FTG 2ET PE -2.3 213 32.5 0.0 20.6 0.0 0.182 TL 25.58 PV Pipe: 14 -23.4 1.049 PL 22.67 PF 5.9 214S 27.1 5.6 17.4 23.4 8.7 120 FTG 3ET PE -2.3 214 32.5 0.0 20.9 0.0 0.174 TL 33.67 PV Pipe: 15 -25.2 1.049 PL 4.83 PF 2.8 215S 28.7 5.6 20.2 25.2 9.3 120 FTG 2ET PE -1.7 215 32.5 0.0 21.3 0.0 0.199 TL 13.83 PV Pipe: 16 -25.6 1.049 PL 5.04 PF 2.9 216S 28.7 5.6 20.9 25.6 9.5 120 FTG 2ET PE -1.7 216 32.5 0.0 22.2 0.0 0.206 TL 14.04 PV Pipe: 17 -27.1 1.049 PL 6.33 PF 3.1 217S 28.7 5.6 23.5 27.1 10.1 120 FTG ET PE -1.7 217 32.5 0.0 24.9 0.0 0.229 TL 13.33 PV Pipe: 18 -24.0 1.049 PL 17.17 PF 4.2 218S 27.1 5.6 18.3 24.0 8.9 120 FTG 3E PE -2.3 218 32.5 0.0 20.2 0.0 0.182 TL 23.17 PV Pipe: 19 -24.5 1.049 PL 17.17 PF 4.9 219S 27.1 5.6 19.1 24.5 9.1 120 FTG 2ET PE -2.3 219 32.5 0.0 21.7 0.0 0.189 TL 26.17 PV Pipe: 20 -24.8 1.049 PL 17.17 PF 5.1 220S 27.1 5.6 19.6 24.8 9.2 120 FTG 2ET PE -2.3 220 32.5 0.0 22.3 0.0 0.194 TL 26.17 PV Pipe: 21 -25.7 1.049 PL 8.83 PF 4.1 221S 28.7 5.6 21.0 25.7 9.5 120 FTG 3ET PE -1.7 221 32.5 0.0 23.4 0.0 0.206 TL 19.83 PV Pipe: 22 -26.4 1.049 PL 5.63 PF 3.2 222S 28.7 5.6 22.2 26.4 9.8 120 FTG 2ET PE -1.7 222 32.5 0.0 23.8 0.0 0.218 TL 14.63 PV Pipe: 23 -28.2 1.049 PL 4.46 PF 3.3 223S 28.7 5.6 25.3 28.2 10.5 120 FTG 2ET PE -1.7 223 32.5 0.0 26.9 0.0 0.245 TL 13.46 PV Pipe: 24 -22.7 1.049 PL 16.04 PF 3.6 224S 27.1 5.6 16.5 22.7 8.4 120 FTG 3E PE -2.3 224 32.5 0.0 17.8 0.0 0.165 TL 22.04 PV Pipe: 25 -23.2 1.049 PL 16.04 PF 4.3 225S 27.1 5.6 17.2 23.2 8.6 120 FTG 2ET PE -2.3 225 32.5 0.0 19.1 0.0 0.171 TL 25.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -24.9 1.049 PL 6.92 PF 3.1 226S 28.7 5.6 19.8 24.9 9.3 120 FTG 2ET PE -1.7 226 32.5 0.0 21.2 0.0 0.195 TL 15.92 PV Pipe: 27 -25.9 1.049 PL 9.63 PF 3.9 227S 28.7 5.6 21.5 25.9 9.6 120 FTG 2ET PE -1.7 227 32.5 0.0 23.7 0.0 0.211 TL 18.63 PV Pipe: 28 -19.1 1.049 PL 8.00 PF 1.0 201 32.5 0.0 11.8 0.0 7.1 120 FTG ---- PE 0.0 202 32.5 0.0 12.8 0.0 0.120 TL 8.00 PV Pipe: 29 -38.5 1.380 PL 5.50 PF 1.7 202 32.5 0.0 12.8 0.0 8.3 120 FTG ET PE 0.0 203 32.5 0.0 14.5 0.0 0.115 TL 14.50 PV Pipe: 30 -58.8 1.380 PL 2.50 PF 0.6 203 32.5 0.0 14.5 0.0 12.6 120 FTG ---- PE 0.0 204 32.5 0.0 15.1 0.0 0.252 TL 2.50 PV Pipe: 31 -79.7 1.610 PL 9.00 PF 1.9 204 32.5 0.0 15.1 0.0 12.6 120 FTG ---- PE 0.0 205 32.5 0.0 17.0 0.0 0.209 TL 9.00 PV Pipe: 32 -101.4 1.610 PL 6.50 PF 2.1 205 32.5 0.0 17.0 0.0 16.0 120 FTG ---- PE 0.0 206 32.5 0.0 19.1 0.0 0.325 TL 6.50 PV Pipe: 33 -124.8 2.067 PL 3.50 PF 0.5 206 32.5 0.0 19.1 0.0 11.9 120 FTG ---- PE 0.0 207 32.5 0.0 19.6 0.0 0.141 TL 3.50 PV Pipe: 34 -148.2 2.067 PL 2.50 PF 0.5 207 32.5 0.0 19.6 0.0 14.2 120 FTG ---- PE 0.0 208 32.5 0.0 20.1 0.0 0.194 TL 2.50 PV Pipe: 35 -172.8 2.067 PL 7.25 PF 4.5 208 32.5 0.0 20.1 0.0 16.5 120 FTG T PE 0.0 2A1 32.5 0.0 24.5 0.0 0.258 TL 17.25 PV Pipe: 36 -26.4 1.610 PL 8.17 PF 0.4 209 32.5 0.0 24.1 0.0 4.2 120 FTG T PE 0.0 2A1 32.5 0.0 24.5 0.0 0.027 TL 16.17 PV Pipe: 37 -199.3 2.469 PL 1.50 PF 1.9 2A1 32.5 0.0 24.5 0.0 13.4 120 FTG T PE 0.6 2A 31.0 0.0 27.1 0.0 0.142 TL 13.50 PV Pipe: 38 -22.8 1.049 PL 8.25 PF 1.4 211 32.5 0.0 18.1 0.0 8.5 120 FTG ---- PE 0.0 212 32.5 0.0 19.5 0.0 0.166 TL 8.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -46.2 1.380 PL 6.17 PF 1.0 212 32.5 0.0 19.5 0.0 9.9 120 FTG ---- PE 0.0 2B2 32.5 0.0 20.5 0.0 0.161 TL 6.17 PV Pipe: 40 -46.2 1.610 PL 1.75 PF 0.1 2B2 32.5 0.0 20.5 0.0 7.3 120 FTG ---- PE 0.0 213 32.5 0.0 20.6 0.0 0.076 TL 1.75 PV Pipe: 41 -70.1 2.067 PL 6.50 PF 0.3 213 32.5 0.0 20.6 0.0 6.7 120 FTG ---- PE 0.0 214 32.5 0.0 20.9 0.0 0.049 TL 6.50 PV Pipe: 42 -93.5 2.067 PL 4.00 PF 0.3 214 32.5 0.0 20.9 0.0 8.9 120 FTG ---- PE 0.0 215 32.5 0.0 21.3 0.0 0.083 TL 4.00 PV Pipe: 43 -118.7 2.067 PL 6.75 PF 0.9 215 32.5 0.0 21.3 0.0 11.3 120 FTG ---- PE 0.0 216 32.5 0.0 22.2 0.0 0.129 TL 6.75 PV Pipe: 44 -144.3 2.067 PL 5.58 PF 2.9 216 32.5 0.0 22.2 0.0 13.8 120 FTG T PE 0.0 2B1 32.5 0.0 25.0 0.0 0.185 TL 15.58 PV Pipe: 45 -27.1 2.067 PL 9.83 PF 0.2 217 32.5 0.0 24.9 0.0 2.6 120 FTG T PE 0.0 2B1 32.5 0.0 25.0 0.0 0.008 TL 19.83 PV Pipe: 46 -171.4 2.469 PL 1.50 PF 1.4 2B1 32.5 0.0 25.0 0.0 11.5 120 FTG T PE 0.6 2B 31.0 0.0 27.1 0.0 0.107 TL 13.50 PV Pipe: 47 -24.0 1.049 PL 8.00 PF 1.5 218 32.5 0.0 20.2 0.0 8.9 120 FTG ---- PE 0.0 219 32.5 0.0 21.7 0.0 0.182 TL 8.00 PV Pipe: 48 -48.4 1.610 PL 8.00 PF 0.7 219 32.5 0.0 21.7 0.0 7.6 120 FTG ---- PE 0.0 220 32.5 0.0 22.3 0.0 0.083 TL 8.00 PV Pipe: 49 -73.2 1.610 PL 5.25 PF 0.9 220 32.5 0.0 22.3 0.0 11.5 120 FTG ---- PE 0.0 2C1 32.5 0.0 23.3 0.0 0.178 TL 5.25 PV Pipe: 50 -73.2 2.067 PL 2.75 PF 0.1 2C1 32.5 0.0 23.3 0.0 7.0 120 FTG ---- PE 0.0 221 32.5 0.0 23.4 0.0 0.053 TL 2.75 PV Pipe: 51 -98.9 2.067 PL 3.75 PF 0.3 221 32.5 0.0 23.4 0.0 9.5 120 FTG ---- PE 0.0 222 32.5 0.0 23.8 0.0 0.092 TL 3.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -125.3 2.067 PL 13.00 PF 3.3 222 32.5 0.0 23.8 0.0 12.0 120 FTG T PE 0.0 2C 32.5 0.0 27.0 0.0 0.143 TL 23.00 PV Pipe: 53 -28.2 2.067 PL 2.50 PF 0.1 223 32.5 0.0 26.9 0.0 2.7 120 FTG T PE 0.0 2C 32.5 0.0 27.0 0.0 0.009 TL 12.50 PV Pipe: 54 -22.7 1.049 PL 8.00 PF 1.3 224 32.5 0.0 17.8 0.0 8.4 120 FTG ---- PE 0.0 225 32.5 0.0 19.1 0.0 0.165 TL 8.00 PV Pipe: 55 -45.9 1.380 PL 13.50 PF 2.2 225 32.5 0.0 19.1 0.0 9.9 120 FTG ---- PE 0.0 226 32.5 0.0 21.2 0.0 0.159 TL 13.50 PV Pipe: 56 -70.9 1.380 PL 7.00 PF 2.5 226 32.5 0.0 21.2 0.0 15.2 120 FTG ---- PE 0.0 227 32.5 0.0 23.7 0.0 0.355 TL 7.00 PV Pipe: 57 -96.8 1.610 PL 4.25 PF 227 32.5 0.0 23.7 0.0 15.3 120 FTG T PE 2D 32.5 0.0 27.4 0.0 0.299 TL 12.25 PV 3.7 0.0 Pipe: 58 -199.3 5.047 PL 4.50 PF 0.0 2A 31.0 0.0 27.1 0.0 3.2 120 FTG ---- PE 0.0 210 31.0 0.0 27.1 0.0 0.004 TL 4.50 PV Pipe: 59 -227.3 5.047 PL 5.50 PF 0.0 210 31.0 0.0 27.1 0.0 3.6 120 FTG ---- PE 0.0 2B 31.0 0.0 27.1 0.0 0.006 TL 5.50 PV Pipe: 60 -398.8 5.047 PL 11.50 PF 0.6 2B 31.0 0.0 27.1 0.0 6.4 120 FTG 2E PE -0.6 2C 32.5 0.0 27.0 0.0 0.016 TL 35.50 PV Pipe: 61 -552.2 5.047 PL 12.25 PF 0.4 2C 32.5 0.0 27.0 0.0 8.9 120 FTG ---- PE 0.0 2D 32.5 0.0 27.4 0.0 0.029 TL 12.25 PV Pipe: 62 -649.0 5.047 PL 126.08 PF 9.1 2D 32.5 0.0 27.4 0.0 10.4 120 FTG 9E PE 0.3 2E 31.8 0.0 36.7 0.0 0.039 TL 234.08 PV Pipe: 63 -649.0 5.047 PL 30.25 PF 4.0 2E 31.8 0.0 36.7 0.0 10.4 120 FTG 2E2T PE 0.8 LVL2B 30.1 H.S. 41.5 100.0 0.039 TL 104.25 PV Pipe: 64 -749.0 6.065 PL 18.21 PF 1.0 LVL2B 30.1 H.S. 41.5 100.0 8.3 120 FTG 2E PE 7.1 LVL1B 13.8 0.0 49.6 0.0 0.021 TL 46.21 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -749.0 6.065 PL 15.25 PF 1.5 LVL1B 13.8 0.0 49.6 0.0 8.3 120 FTG 2EGA PE 6.0 UGB 0.0 0.0 57.0 0.0 0.021 TL 74.25 PV Pipe: 66 -749.0 8.390 PL 31.00 PF 0.5 UGB 0.0 0.0 57.0 0.0 4.3 140 FTG 2ET PE 0.0 UG 0.0 0.0 57.5 0.0 0.003 TL 152.00 PV Pipe: 67 -749.0 8.390 PL 75.00 PF 0.2 UG 0.0 0.0 57.5 0.0 4.3 140 FTG ---- PE 0.0 BF1 0.0 0.0 57.8 0.0 0.003 TL 75.00 PV Pipe: 68 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 63.8 0.0 6.0 psi, 749.0 gpm BF1 0.0 0.0 57.8 0.0 Pipe: 69 -749.1 8.390 PL 20.00 PF 0.3 BF2 0.0 0.0 63.8 0.0 4.3 140 FTG TG PE 0.0 CITY 0.0 SRCE 64.0 (N/A) 0.003 TL 86.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.3 computer program under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.153 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 35. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 145.11 psi compared to the minimum required pressure of 0.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose WATER SUPPLY ANALYSIS a b+ O r-1 0 0 0 20.00 psi Flow: Static: 150.00 psi Resid: a g > > aT a,3-iCD 0 7 N 0 0 Z ani rn 0 ch .->1-i0 w 0. a CV f0 A -I 01 a U) o ai ON 14 Oa aa) r1N •ria O >, •ri0 O CO V1 I N d• • 4 -4 a' IP i *1 N O O O O O o O O O O t0 V' N 0 CO ri r-1 *--1 r -I (o rCD(Dw rt, xwcnco ix 43 --Q,rn•r1-- I' 0 0 0 0 0 0 W V N I 0 O 0 rn 0 O o 0 _ 0 N r- 1 I O 0 0 _ 0 N O _ Oo FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM02.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser B, 0.20/2000 +250 Hose WATER SUPPLY CURVE 156+ I * 0 143\ I\ 1\ 1 \ 130+ \ I \ I \ 1 \ 117+ \ 1 \ 1 \ I \ P104+ \ R 1 \ E 1 \ s 1 \ S 91+ \ U 1 \ R 1 \ E 1 \ 78+ \ ( 1 \ P 1 \ S 1 \ I 65X \ 1 \ I \ 1 \ 52+ \ I \ 1 \ 1 \ 39+ \ 1 \ 1 \ 1 \ 26+ LEGE\D I \ 11 1 X = Required Water Supplypsi @ 8001 gpm 1 64.04 psi @ 899.1 gpmw Test Point 13+ " 1 0 = Available Water Supply " I 147.72 psi @ 899.1 gpm " I 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) It HYDRAULIC DESIGN INFORMATION SHEET Job Name: Nordstrom Location: 100 Southcenter Mall, Tukwila, WA 98188 Drawing Date: 3-07-2013 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Non -Combustible Reviewing Authorities: Remote Area Number: 3 Occupancy: Retail SYSTEM DESIGN Code: NFPA-13 Hazard: Ordinary Group 2 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.20 Varies 100 gpm 150 gpm Sprinkler or Nozzle Make: Reliable Model: G K -Factor: 5.6 Temperature Rating: 165 CALCULATION SUMMARY 25 Flowing Outlets GPM Required: 935.6 PSI Required: 67.7 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 8001 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Southcenter Mall Source of Information: City of Tukwila Water Dept. Available Pressure of 147.5 psi Exceeds Required Pressure of 67.7 psi This is a safety margin of 79.8 psi. Maximum Water Velocity is 19.3 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) CITY 150.0 20.0 8001.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 231S 232S 233S 234S 235S 2365 237S 238S 239S 240S 241S 242S 243S 244S 245S 2465 247S 248S 249S 250S 251S 252S 253S 254S 255S 231 232 233 234 235 236 237 238 239 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 27.1 27.1 27.1 28.7 28.7 28.7 28.7 27.1 27.1 27.1 28.7 28.7 28.7 28.7 28.7 28.7 28.7 28.7 27.1 27.1 27.1 27.1 28.7 28.7 28.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 32.7 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 147.5 935.6 67.7 935.6 GPM 150.0 GPM 100.0 GPM 685.6 GPM PRESSURE (PSI) K= 5.60 20.0 K= 5.60 21.1 K= 5.60 21.3 K= 5.60 25.1 K= 5.60 25.8 K= 5.60 27.3 K= 5.60 27.4 K= 5.60 21.2 K= 5.60 21.2 K= 5.60 23.0 K= 5.60 25.3 K= 5.60 26.1 K= 5.60 27.7 K= 5.60 27.8 K= 5.60 27.8 K= 5.60 26.7 K= 5.60 27.1 K= 5.60 27.5 K= 5.60 17.4 K= 5.60 17.5 K= 5.60 18.7 K= 5.60 18.7 K= 5.60 23.8 K= 5.60 27.7 K= 5.60 30.2 - - - - 22.9 25.1 26.3 26.8 27.7 29.3 29.4 25.1 26.4 DISCHARGE (GPM) 25.0 25.7 25.8 28.1 28.5 29.3 29.3 25.8 25.8 26.9 28.2 28.6 29.5 29.5 29.5 28.9 29.1 29.4 23.4 23.4 24.2 24.2 27.3 29.5 30.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 240 32.7 26.6 241 32.7 27.0 242 32.7 27.9 243 32.7 29.7 244 32.7 29.8 245 32.7 29.8 246 32.7 28.6 247 32.7 29.0 248 32.7 29.5 249 32.7 18.9 250 32.7 20.4 251 32.7 21.7 252 32.7 25.4 253 32.7 27.4 254 32.7 29.7 255 32.7 32.5 2F 31.9 31.8 2F1 32.7 29.8 2F2 32.7 24.5 2G 31.9 32.3 2G1 32.7 30.3 2G2 32.7 26.2 2H 31.9 34.0 2H1 32.7 32.3 2J 31.9 34.6 2J1 32.7 32.7 2K 31.9 36.0 2L 31.9 40.4 2M 31.9 - - - - 43.9 LVL2A 30.6 HOSE STREAM 45.7 100.0 UGA 0.0 - - - - 60.5 UG 0.0 61.1 BF1 0.0 61.4 BF2 0.0 - - - - 67.4 CITY 0.0 SOURCE 67.7 785.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -25.0 1.049 PL 17.79 PF 5.3 231S 27.1 5.6 20.0 25.0 9.3 120 FTG 2ET PE -2.4 231 32.7 0.0 22.9 0.0 0.197 TL 26.79 PV Pipe: 2 -25.7 1.049 PL 21.79 PF 6.4 232S 27.1 5.6 21.1 25.7 9.6 120 FTG 2ET PE -2.4 232 32.7 0.0 25.1 0.0 0.207 TL 30.79 PV Pipe: 3 -25.8 1.049 PL 22.58 PF 7.4 233S 27.1 5.6 21.3 25.8 9.6 120 FTG 4ET PE -2.4 233 32.7 0.0 26.3 0.0 0.209 TL 35.58 PV Pipe: 4 -28.1 1.049 PL 5.00 PF 3.4 234S 28.7 5.6 25.1 28.1 10.4 120 FTG 2ET PE -1.7 234 32.7 0.0 26.8 0.0 0.243 TL 14.00 PV Pipe: 5 -28.5 1.049 PL 5.42 PF 3.6 235S 28.7 5.6 25.8 28.5 10.6 120 FTG 2ET PE -1.7 235 32.7 0.0 27.7 0.0 0.250 TL 14.42 PV Pipe: 6 -29.3 1.049 PL 5.00 PF 3.7 236S 28.7 5.6 27.3 29.3 10.9 120 FTG 2ET PE -1.7 236 32.7 0.0 29.3 0.0 0.263 TL 14.00 PV Pipe: 7 -29.3 1.049 PL 5.00 PF 3.7 237S 28.7 5.6 27.4 29.3 10.9 120 FTG 2ET PE -1.7 237 32.7 0.0 29.4 0.0 0.264 TL 14.00 PV Pipe: 8 -25.8 1.049 PL 19.58 PF 6.4 238S 27.1 5.6 21.2 25.8 9.6 120 FTG 3ET PE -2.4 238 32.7 0.0 25.1 0.0 0.208 TL 30.58 PV Pipe: 9 -25.8 1.049 PL 22.58 PF 7.6 239S 27.1 5.6 21.2 25.8 9.6 120 FTG 2E2T PE -2.4 239 32.7 0.0 26.4 0.0 0.208 TL 36.58 PV Pipe: 10 -26.9 1.049 PL 17.46 PF 5.9 2405 27.1 5.6 23.0 26.9 10.0 120 FTG 2ET PE -2.4 240 32.7 0.0 26.6 0.0 0.225 TL 26.46 PV Pipe: 11 -28.2 1.049 PL 5.00 PF 3.4 241S 28.7 5.6 25.3 28.2 10.5 120 FTG 2ET PE -1.7 241 32.7 0.0 27.0 0.0 0.245 TL 14.00 PV Pipe: 12 -28.6 1.049 PL 5.00 PF 3.5 242S 28.7 5.6 26.1 28.6 10.6 120 FTG 2ET PE -1.7 242 32.7 0.0 27.9 0.0 0.252 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser .A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -29.5 1.049 PL 5.00 PF 3.7 243S 28.7 5.6 27.7 29.5 10.9 120 FTG 2ET PE -1.7 243 32.7 0.0 29.7 0.0 0.266 TL 14.00 PV Pipe: 14 -29.5 1.049 PL 5.00 PF 3.7 244S 28.7 5.6 27.8 29.5 11.0 120 FTG 2ET PE -1.7 244 32.7 0.0 29.8 0.0 0.267 TL 14.00 PV Pipe: 15 -29.5 1.049 PL 5.00 PF 3.7 245S 28.7 5.6 27.8 29.5 11.0 120 FTG 2ET PE -1.7 245 32.7 0.0 29.8 0.0 0.267 TL 14.00 PV Pipe: 16 -28.9 1.049 PL 5.00 PF 3.6 246S 28.7 5.6 26.7 28.9 10.7 120 FTG 2ET PE -1.7 246 32.7 0.0 28.6 0.0 0.258 TL 14.00 PV Pipe: 17 -29.1 1.049 PL 5.00 PF 3.7 247S 28.7 5.6 27.1 29.1 10.8 120 FTG 2ET PE -1.7 247 32.7 0.0 29.0 0.0 0.261 TL 14.00 PV Pipe: 18 -29.4 1.049 PL 5.00 PF 3.7 248S 28.7 5.6 27.5 29.4 10.9 120 FTG 2ET PE -1.7 248 32.7 0.0 29.5 0.0 0.265 TL 14.00 PV Pipe: 19 -23.4 1.049 PL 16.71 PF 3.9 249S 27.1 5.6 17.4 23.4 8.7 120 FTG 3E PE -2.4 249 32.7 0.0 18.9 0.0 0.173 TL 22.71 PV Pipe: 20 -23.4 1.049 PL 19.75 PF 5.3 250S 27.1 5.6 17.5 23.4 8.7 120 FTG 3ET PE -2.4 250 32.7 0.0 20.4 0.0 0.174 TL 30.75 PV Pipe: 21 -24.2 1.049 PL 18.58 PF 5.5 251S 27.1 5.6 18.7 24.2 9.0 120 FTG 3ET PE -2.4 251 32.7 0.0 21.7 0.0 0.185 TL 29.58 PV Pipe: 22 -24.2 1.049 PL 18.58 PF 5.5 252S 27.1 5.6 18.7 24.2 9.0 120 FTG 3ET PE -2.4 251 32.7 0.0 21.7 0.0 0.185 TL 29.58 PV Pipe: 23 -27.3 1.049 PL 10.00 PF 5.3 253S 28.7 5.6 23.8 27.3 10.1 120 FTG 4ET PE -1.7 253 32.7 0.0 27.4 0.0 0.232 TL 23.00 PV Pipe: 24 -29.5 1.049 PL 5.00 PF 3.7 254S 28.7 5.6 27.7 29.5 10.9 120 FTG 2ET PE -1.7 254 32.7 0.0 29.7 0.0 0.267 TL 14.00 PV Pipe: 25 -30.8 1.049 PL 5.00 PF 4.0 255S 28.7 5.6 30.2 30.8 11.4 120 FTG 2ET PE -1.7 255 32.7 0.0 32.5 0.0 0.289 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -25.0 1.049 PL 6.00 PF 1.6 231 32.7 0.0 22.9 0.0 9.3 120 FTG E PE 0.0 2F2 32.7 0.0 24.5 0.0 0.197 TL 8.00 PV Pipe: 27 -25.0 1.380 PL 6.00 PF 0.6 2F2 32.7 0.0 24.5 0.0 5.4 120 FTG T PE 0.0 232 32.7 0.0 25.1 0.0 0.052 TL 12.00 PV Pipe: 28 -50.8 1.610 PL 5.00 PF 1.2 232 32.7 0.0 25.1 0.0 8.0 120 FTG T PE 0.0 233 32.7 0.0 26.3 0.0 0.091 TL 13.00 PV Pipe: 29 -76.6 2.067 PL 9.00 PF 0.5 233 32.7 0.0 26.3 0.0 7.3 120 FTG ---- PE 0.0 234 32.7 0.0 26.8 0.0 0.057 TL 9.00 PV Pipe: 30 -104.6 2.067 PL 9.00 PF 0.9 234 32.7 0.0 26.8 0.0 10.0 120 FTG ---- PE 0.0 235 32.7 0.0 27.7 0.0 0.102 TL 9.00 PV Pipe: 31 -133.1 2.067 PL 3.50 PF 2.2 235 32.7 0.0 27.7 0.0 12.7 120 FTG T PE 0.0 2F1 32.7 0.0 29.8 0.0 0.159 TL 13.50 PV Pipe: 32 -29.3 2.067 PL 10.00 PF 0.1 236 32.7 0.0 29.3 0.0 2.8 120 FTG ---- PE 0.0 237 32.7 0.0 29.4 0.0 0.010 TL 10.00 PV Pipe: 33 -58.6 2.067 PL 3.50 PF 0.5 237 32.7 0.0 29.4 0.0 5.6 120 FTG T PE 0.0 2F1 32.7 0.0 29.8 0.0 0.035 TL 13.50 PV Pipe: 34 -191.7 2.469 PL 0.75 PF 1.7 2F1 32.7 0.0 29.8 0.0 12.8 120 FTG T PE 0.3 2F 31.9 0.0 31.8 0.0 0.132 TL 12.75 PV Pipe: 35 -25.8 1.049 PL 5.00 PF 1.0 238 32.7 0.0 25.1 0.0 9.6 120 FTG ---- PE 0.0 2G2 32.7 0.0 26.2 0.0 0.208 TL 5.00 PV Pipe: 36 -25.8 1.380 PL 4.50 PF 0.2 2G2 32.7 0.0 26.2 0.0 5.5 120 FTG ---- PE 0.0 239 32.7 0.0 26.4 0.0 0.055 TL 4.50 PV Pipe: 37 -51.6 1.610 PL 1.50 PF 0.1 239 32.7 0.0 26.4 0.0 8.1 120 FTG ---- PE 0.0 240 32.7 0.0 26.6 0.0 0.093 TL 1.50 PV Pipe: 38 -78.4 2.067 PL 8.00 PF 0.5 240 32.7 0.0 26.6 0.0 7.5 120 FTG ---- PE 0.0 241 32.7 0.0 27.0 0.0 0.060 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -106.6 2.067 PL 8.00 PF 0.8 241 32.7 0.0 27.0 0.0 10.2 120 FTG ---- PE 0.0 242 32.7 0.0 27.9 0.0 0.106 TL 8.00 PV Pipe: 40 -135.2 2.067 PL 4.50 PF 2.4 242 32.7 0.0 27.9 0.0 12.9 120 FTG T PE 0.0 2G1 32.7 0.0 30.3 0.0 0.164 TL 14.50 PV Pipe: 41 -29.5 2.067 PL 10.00 PF 0.1 243 32.7 0.0 29.7 0.0 2.8 120 FTG ---- PE 0.0 244 32.7 0.0 29.8 0.0 0.010 TL 10.00 PV Pipe: 42 -59.0 2.067 PL 3.50 PF 0.5 244 32.7 0.0 29.8 0.0 5.6 120 FTG T PE 0.0 2G1 32.7 0.0 30.3 0.0 0.035 TL 13.50 PV Pipe: 43 -194.2 2.469 PL 0.75 PF 1.7 2G1 32.7 0.0 30.3 0.0 13.0 120 FTG T PE 0.3 2G 31.9 0.0 32.3 0.0 0.135 TL 12.75 PV Pipe: 44 -29.5 1.049 PL 4.50 PF 2.5 245 32.7 0.0 29.8 0.0 11.0 120 FTG T PE 0.0 2H1 32.7 0.0 32.3 0.0 0.267 TL 9.50 PV Pipe: 45 -28.9 1.380 PL 6.00 PF 0.4 246 32.7 0.0 28.6 0.0 6.2 120 FTG ---- PE 0.0 247 32.7 0.0 29.0 0.0 0.068 TL 6.00 PV Pipe: 46 -58.1 1.610 PL 4.00 PF 0.5 247 32.7 0.0 29.0 0.0 9.2 120 FTG ---- PE 0.0 248 32.7 0.0 29.5 0.0 0.116 TL 4.00 PV Pipe: 47 -87.4 1.610 PL 3.50 PF 2.8. 248 32.7 0.0 29.5 0.0 13.8 120 FTG T PE 0.0 2H1 32.7 0.0 32.3 0.0 0.247 TL 11.50 PV Pipe: 48 -116.9 2.067 PL 0.75 PF 1.3 2H1 32.7 0.0 32.3 0.0 11.2 120 FTG T PE 0.3 2H 31.9 0.0 34.0 0.0 0.125 TL 10.75 PV Pipe: 49 -23.4 1.049 PL 3.50 PF 1.5 249 32.7 0.0 18.9 0.0 8.7 120 FTG T PE 0.0 250 32.7 0.0 20.4 0.0 0.173 TL 8.50 PV Pipe: 50 -46.8 1.049 PL 8.00 PF 5.0 250 32.7 0.0 20.4 0.0 17.4 120 FTG ---- PE 0.0 252 32.7 0.0 25.4 0.0 0.626 TL 8.00 PV Pipe: 51 -48.4 1.049 PL 0.50 PF 3.7 251 32.7 0.0 21.7 0.0 18.0 120 FTG T PE 0.0 252 32.7 0.0 25.4 0.0 0.667 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -95.2 1.610 PL 7.00 PF 2.0 252 32.7 0.0 25.4 0.0 15.0 120 FTG ---- PE 0.0 253 32.7 0.0 27.4 0.0 0.289 TL 7.00 PV Pipe: 53 -122.5 1.610 PL 5.00 PF 2.3 253 32.7 0.0 27.4 0.0 19.3 120 FTG ---- PE 0.0 254 32.7 0.0 29.7 0.0 0.462 TL 5.00 PV Pipe: 54 -152.0 2.067 PL 4.50 PF 3.0 254 32.7 0.0 29.7 0.0 14.5 120 FTG T PE 0.0 2J1 32.7 0.0 32.7 0.0 0.204 TL 14.50 PV Pipe: 55 -30.8 2.067 PL 3.50 PF 0.1 255 32.7 0.0 32.5 0.0 2.9 120 FTG T PE 0.0 2J1 32.7 0.0 32.7 0.0 0.011 TL 13.50 PV Pipe: 56 -182.8 2.469 PL 0.75 PF 1.5 2J1 32.7 0.0 32.7 0.0 12.2 120 FTG T PE 0.3 2J 31.9 0.0 34.6 0.0 0.121 TL 12.75 PV Pipe: 57 -191.7 3.068 PL 10.00 PF 0.5 2F 31.9 0.0 31.8 0.0 8.3 120 FTG ---- PE, 0.0 2G 31.9 0.0 32.3 0.0 0.046 TL 10.00 PV Pipe: 58 -385.9 3.068 PL 10.00 PF 1.7 2G 31.9 0.0 32.3 0.0 16.7 120 FTG ---- PE 0.0 2H 31.9 0.0 34.0 0.0 0.167 TL 10.00 PV Pipe: 59 -502.8 4.026 PL 8.00 PF 0.6 2H 31.9 0.0 34.0 0.0 12.7 120 FTG ---- PE 0.0 2J 31.9 0.0 34.6 0.0 0.073 TL 8.00 PV Pipe: 60 -685.6 4.026 PL 11.50 PF 1.5 2J 31.9 0.0 34.6 0.0 17.3 120 FTG ---- PE 0.0 2K 31.9 0.0 36.0 0.0 0.129 TL 11.50 PV Pipe: 61 -685.6 4.026 PL 13.75 PF 4.3 2K 31.9 0.0 36.0 0.0 17.3 120 FTG T PE 0.0 2L 31.9 0.0 40.4 0.0 0.129 TL 33.75 PV Pipe: 62 -685.6 6.065 PL 100.33 PF 3.5 2L 31.9 0.0 40.4 0.0 7.6 120 FTG T8L PE 0.0 2M 31.9 0.0 43.9 0.0 0.017 TL 202.33 PV Pipe: 63 -685.6 7.981 PL 83.75 PF 1.2 2M 31.9 0.0 43.9 0.0 4.4 120 FTG 8ETG PE 0.6 LVL2A 30.6 H.S. 45.7 100.0 0.005 TL 266.75 PV Pipe: 64 -785.6 7.981 PL 57.58 PF 1.5 LVL2A 30.6 H.S. 45.7 100.0 5.0 120 FTG 7E2TG PE 13.2 UGA 0.0 0.0 60.5 0.0 0.006 TL 257.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -785.6 8.390 PL 112.00 PF 0.6 UGA 0.0 0.0 60.5 0.0 4.6 140 FTG 2E PE 0.0 UG 0.0 0.0 61.1 0.0 0.003 TL 174.00 PV Pipe: 66 -785.6 8.390 PL 75.00 PF 0.3 UG 0.0 0.0 61.1 0.0 4.6 140 FTG ---- PE 0.0 BF1 0.0 0.0 61.4 0.0 0.003 TL 75.00 PV Pipe: 67 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 67.4 0.0 6.0 psi, 785.6 gpm BF1 0.0 0.0 61.4 0.0 Pipe: 68 -785.6 8.390 PL 20.00 PF 0.3 BF2 0.0 0.0 67.4 0.0 4.6 140 FTG TG PE 0.0 CITY 0.0 SRCE 67.7 (N/A) 0.003 TL 86.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.3 computer program under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.095 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 53. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 145.03 psi compared to the minimum required pressure of 0.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose 0 a 0' o m r.; z o 0 o 0 mW a 0 .-1 w -.I a) a 0 0 0 N M 0 a -.1 M M tn0 H O O . gt 1-1 >4 •.0i A m 04 .1.J 0 o W W 4 m O a) a) a 0 > > b+ 0. N IJ b+ b 7 O w 0 0 14 0 u) ) . >, TS In • O1 0al a0 a� �o ,- 1-1 O. T1 • .N U N .0 • N H Cl. 0 in .-1 in -.1 to 0 >, -I • 01omto (0 r Cr • 4 � 4 w 4 Ca .-1 N I I o 0 0 rn 0 0 _ .i w 0 _ 0 N N 1 1 1 1 O O 0 0 0 0 O O 0 0 0 0 W V' N 0 CO W .-1 r 1 H .i 0 14DOW aawtntnc4 43 --au)•,-)-- 0 O O 0 N 0 0 0 0 _'0 M 0 _ O N N O _ 0 .-1 N • 44.1 1-4 1 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM03.SDF JOB TITLE: Nordstrom, 2nd Floor, Riser A, 0.20/2000 +250 Hose WATER SUPPLY CURVE 156+ I * 0 143\ I\ I\ I \ 130+ \ I \ I \ I \ 117+ \ 1 \ 1 \ I \ P104+ \ R 1 \ E 1 \ S 1 \ S 91+ \ U 1 \ R 1 E I 78+ ( I P 1 S X I 65+ ) I I I 52+ I I I 39+ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 26+ LEGE\D " I \ " 1 X = Required Water Supplypsi @ 8001 gpm I 67.66 psi @ 935.6 gpmw Test Point 13+ II 1 0 = Available Water Supply " I 147.55 psi @ 935.6 gpm " I It 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Nordstrom Location: 100 Southcenter Mall, Tukwila, WA 98188 Drawing Date: 3-07-2013 Contractor: SimplexGrinnell 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: SimplexGrinnell Construction: Non -Combustible Reviewing Authorities: Remote Area Number: 4000OLLASI Occupancy: Retail SYSTEM DESIGN Code: NFPA-13 Hazard: Ordinary Group 2 System Type: WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 2000 sq ft 0.20 Varies 100 gpm 150 gpm Sprinkler or Nozzle Make: Reliable Model: G K -Factor: 5.6 Temperature Rating: 165 CALCULATION SUMMARY 27 Flowing Outlets GPM Required: 973.9 PSI Required: 75.7 @ City Connection / Supply WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 150.0 psi 20.0 psi 8001 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: gpm psi Tank or Reservoir Capacity gal Elevation Well Proof Flow gpm Location: Southcenter Mall Source of Information: City of Tukwila Water Dept. Available Pressure of 147.4 psi Exceeds Required Pressure of 75.7 psi This is a safety margin of 71.7 psi. Maximum Water Velocity is 20.0 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) RESID. PRESS. (PSI) 150.0 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 8001.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 301S 302S 303S 3045 305S 3065 3075 308S 309S 3105 311S 312S 313S 314S 315S 3165 317S 318S 319S 320S 3215 322S 323S 324S 325S 3265 327S 301 302 303 304 305 306 •307 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 43.3 48.8 43.3 44.9 44.9 43.3 43.3 43.3 43.3 44.9 44.9 44.9 44.9 48.2 48.2 48.2 48.2 48.2 48.2 48.2 AVAIL. PRESS. (PSI) 147.4 TOTAL @ DEMAND (GPM) 973.9 973.9 GPM 150.0 GPM 100.0 GPM 723.9 GPM PRESSURE (PSI) K= 5.60 26.5 K= 5.60 24.2 K= 5.60 25.4 K= 5.60 22.5 K= 5.60 22.5 K= 5.60 24.3 K= 5.60 24.7 K= 5.60 19.3 K= 5.60 24.1 K= 5.60 22.1 K= 5.60 22.2 K= 5.60 22.8 K= 5.60 24.0 K= 5.60 25.9 K= 5.60 21.6 K= 5.60 20.5 K= 5.60 22.3 K= 5.60 23.0 K= 5.60 23.4 K= 5.60 23.0 K= 5.60 23.0 K= 5.60 20.0 K= 5.60 20.1 K= 5.60 18.4 K= 5.60 19.9 K= 5.60 24.1 K= 5.60 30.7 - - - - 28.3 24.6 26.9 25.5 25.7 26.0 26.5 DISCHARGE (GPM) 28.8 27.5 28.2 26.5 26.5 27.6 27.9 24.6 27.5 26.3 26.4 26.8 27.4 28.5 26.1 25.4 26.5 26.8 27.1 26.9 26.9 25.1 25.1 24.0 25.0 27.5 31.1 REQ'D PRESS. (PSI) 75.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 308 48.2 21.8 309 48.2 25.7 310 48.2 25.2 311 48.2 25.3 312 48.2 26.2 313 48.2 27.3 314 48.2 27.4 315 48.2 22.1 316 48.2 23.1 317 48.2 23.5 318 48.2 23.8 319 48.2 26.3 320 48.2 24.4 321 48.2 26.2 322 48.2 21.7 323 48.2 23.5 324 48.2 18.9 325 48.2 21.1 326 48.2 25.7 327 48.2 33.0 3A 47.5 29.2 3A1 48.2 28.5 3B 47.5 29.2 3B1 48.2 27.7 3B2 48.2 26.1 3C 47.5 29.3 3C1 48.2 28.1 3D 47.5 29.4 3E 47.5 30.7 3F 47.5 33.7 3G 47.5 33.8 3H 47.5 36.5 3H1 48.2 35.6 3H2 48.2 24.5 3J 47.5 38.8 3K 47.5 41.3 3L 47.5 44.9 LVL3A 47.5 HOSE STREAM 46.0 100.0 LVL2A 30.6 53.6 UGA 0.0 68.5 UG 0.0 69.1 BF1 0.0 69.4 BF2 0.0 75.4 CITY 0.0 SOURCE 75.7 823.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -28.8 1.049 PL 6.25 PF 3.9 3015 43.3 5.6 26.5 28.8 10.7 120 FTG 2ET PE -2.1 301 48.2 0.0 28.3 0.0 0.256 TL 15.25 PV Pipe: 2 -27.5 1.049 PL 6.75 PF 2.5 302S 43.3 5.6 24.2 27.5 10.2 120 FTG 2E PE -2.1 302 48.2 0.0 24.6 0.0 0.235 TL 10.75 PV Pipe: 3 -28.2 1.049 PL 5.87 PF 3.7 3035 43.3 5.6 25.4 28.2 10.5 120 FTG 2ET PE -2.1 303 48.2 0.0 26.9 0.0 0.246 TL 14.87 PV Pipe: 4 -26.5 1.049 PL 14.37 PF 5.1 304S 43.3 5.6 22.5 26.5 9.9 120 FTG 2ET PE -2.1 304 48.2 0.0 25.5 0.0 0.220 TL 23.37 PV Pipe: 5 -26.5 1.049 PL 15.67 PF 5.4 3055 43.3 5.6 22.5 26.5 9.9 120 FTG 2ET PE -2.1 305 48.2 0.0 25.7 0.0 0.220 TL 24.67 PV Pipe: 6 -27.6 1.049 PL 6.92 PF 3.8 3065 43.3 5.6 24.3 27.6 10.3 120 FTG 2ET PE -2.1 306 48.2 0.0 26.0 0.0 0.236 TL 15.92 PV Pipe: 7 -27.9 1.049 PL 7.08 PF 3.9 3075 43.3 5.6 24.7 27.9 10.3 120 FTG 2ET PE -2.1 307 48.2 0.0 26.5 0.0 0.240 TL 16.08 PV Pipe: 8 -24.6 1.049 PL 15.12 PF 4.6 308S 43.3 5.6 19.3 24.6 9.1 120 FTG 2ET PE -2.1 308 48.2 0.0 21.8 0.0 0.191 TL 24.12 PV Pipe: 9 -27.5 1.049 PL 6.75 PF 3.7 309S 43.3 5.6 24.1 27.5 10.2 120 FTG 2ET PE -2.1 309 48.2 0.0 25.7 0.0 0.234 TL 15.75 PV Pipe: 10 -26.3 1.049 PL 15.17 PF 5.2 3105 43.3 5.6 22.1 26.3 9.8 120 FTG 2ET PE -2.1 310 48.2 0.0 25.2 0.0 0.216 TL 24.17 PV Pipe: 11 -26.4 1.049 PL 15.17 PF 5.2 311S 43.3 5.6 22.2 26.4 9.8 120 FTG 2ET PE -2.1 311 48.2 0.0 25.3 0.0 0.217 TL 24.17 PV Pipe: 12 -26.8 1.049 PL 15.62 PF 5.5 312S 43.3 5.6 22.8 26.8 9.9 120 FTG 2ET PE -2.1 312 48.2 0.0 26.2 0.0 0.223 TL 24.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -27.4 1.049 PL 14.25 PF 5.4 313S 43.3 5.6 24.0 27.4 10.2 120 FTG 2ET PE -2.1 313 48.2 0.0 27.3 0.0 0.234 TL 23.25 PV Pipe: 14 -28.5 1.049 PL 5.75 PF 3.7 314S 43.3 5.6 25.9 28.5 10.6 120 FTG 2ET PE -2.1 314 48.2 0.0 27.4 0.0 0.250 TL 14.75 PV Pipe: 15 -26.1 1.049 PL 6.12 PF 2.6 315S 43.3 5.6 21.6 26.1 9.7 120 FTG 3E PE -2.1 315 48.2 0.0 22.1 0.0 0.212 TL 12.12 PV Pipe: 16 -25.4 1.049 PL 4.50 PF 2.3 316S 48.8 5.6 20.5 25.4 9.4 120 FTG ET PE 0.3 316 48.2 0.0 23.1 0.0 0.202 TL 11.50 PV Pipe: 17 -26.5 1.049 PL 6.08 PF 3.3 317S 43.3 5.6 22.3 26.5 9.8 120 FTG 2ET PE -2.1 317 48.2 0.0 23.5 0.0 0.218 TL 15.08 PV Pipe: 18 -26.8 1.049 PL 4.17 PF 2.3 318S 44.9 5.6 23.0 26.8 10.0 120 FTG 3E PE -1.4 318 48.2 0.0 23.8 0.0 0.224 TL 10.17 PV Pipe: 19 -27.1 1.049 PL 7.75 PF 4.3 319S 44.9 5.6 23.4 27.1 10.1 120 FTG 3ET PE -1.4 319 48.2 0.0 26.3 0.0 0.228 TL 18.75 PV Pipe: 20 -26.9 1.049 PL 13.75 PF 3.5 320S 43.3 5.6 23.0 26.9 10.0 120 FTG E PE -2.1 320 48.2 0.0 24.4 0.0 0.225 TL 15.75 PV Pipe: 21 -26.9 1.049 PL 16.75 PF 5.3 321S 43.3 5.6 23.0 26.9 10.0 120 FTG ET PE -2.1 321 48.2 0.0 26.2 0.0 0.225 TL 23.75 PV Pipe: 22 -25.1 1.049 PL 13.17 PF 3.8 322S 43.3 5.6 20.0 25.1 9.3 120 FTG 3E PE -2.1 322 48.2 0.0 21.7 0.0 0.197 TL 19.17 PV Pipe: 23 -25.1 1.049 PL 17.04 PF 5.5 323S 43.3 5.6 20.1 25.1 9.3 120 FTG 3ET PE -2.1 323 48.2 0.0 23.5 0.0 0.198 TL 28.04 PV Pipe: 24 -24.0 1.049 PL 4.67 PF 1.9 324S 44.9 5.6 18.4 24.0 8.9 120 FTG 3E PE -1.4 324 48.2 0.0 18.9 0.0 0.182 TL 10.67 PV Pipe: 25 -25.0 1.049 PL 4.29 PF 2.6 325S 44.9 5.6 19.9 25.0 9.3 120 FTG 2ET PE -1.4 325 48.2 0.0 21.1 0.0 0.196 TL 13.29 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -27.5 1.049 PL 4.29 PF 3.1 326S 44.9 5.6 24.1 27.5 10.2 120 FTG 2ET PE -1.4 326 48.2 0.0 25.7 0.0 0.234 TL 13.29 PV Pipe: 27 -31.1 1.049 PL 3.63 PF 3.7 327S 44.9 5.6 30.7 31.1 11.5 120 FTG 2ET PE -1.4 327 48.2 0.0 33.0 0.0 0.294 TL 12.63 PV Pipe: 28 -28.8 2.067 PL 11.00 PF 0.2 301 48.2 0.0 28.3 0.0 2.8 120 FTG T PE 0.0 3A1 48.2 0.0 28.5 0.0 0.009 TL 21.00 PV Pipe: 29 -27.5 1.049 PL 10.00 PF 2.3 302 48.2 0.0 24.6 0.0 10.2 120 FTG ---- PE 0.0 303 48.2 0.0 26.9 0.0 0.235 TL 10.00 PV Pipe: 30 -55.7 1.380 PL 1.00 PF 1.6 303 48.2 0.0 26.9 0.0 12.0 120 FTG T PE 0.0 3A1 48.2 0.0 28.5 0.0 0.228 TL 7.00 PV Pipe: 30A -84.6 2.469 PL 0.75 PF 0.4 3A1 48.2 0.0 28.5 0.0 5.7 120 FTG T PE 0.3 3A 47.5 0.0 29.2 0.0 0.029 TL 12.75 PV Pipe: 31 -26.5 1.610 PL 10.00 PF 0.3 304 48.2 0.0 25.5 0.0 4.2 120 FTG ---- PE 0.0 305 48.2 0.0 25.7 0.0 0.027 TL 10.00 PV Pipe: 32 -53.1 2.067 PL 8.00 PF 0.2 305 48.2 0.0 25.7 0.0 5.1 120 FTG ---- PE 0.0 306 48.2 0.0 26.0 0.0 0.029 TL 8.00 PV Pipe: 33 -80.7 2.067 PL 8.00 PF 0.5 306 48.2 0.0 26.0 0.0 7.7 120 FTG ---- PE 0.0 307 48.2 0.0 26.5 0.0 0.063 TL 8.00 PV Pipe: 34 -108.6 2.067 PL 1.00 PF 1.2 307 48.2 0.0 26.5 0.0 10.4 120 FTG T PE 0.0 3B1 48.2 0.0 27.7 0.0 0.109 TL 11.00 PV Pipe: 35 -24.6 1.049 PL 16.00 PF 3.8 308 48.2 0.0 21.8 0.0 9.1 120 FTG 2E PE 0.0 309 48.2 0.0 25.7 0.0 0.191 TL 20.00 PV Pipe: 36 -52.1 1.380 PL 2.00 PF 0.4 309 48.2 0.0 25.7 0.0 11.2 120 FTG ---- PE 0.0 3B2 48.2 0.0 26.1 0.0 0.201 TL 2.00 PV Pipe: 37 -52.1 1.610 PL 9.00 PF 1.6 3B2 48.2 0.0 26.1 0.0 8.2 120 FTG T PE 0.0 3B1 48.2 0.0 27.7 0.0 0.095 TL 17.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 38 -160.7 2.469 PL 0.75 PF 1.2 331 48.2 0.0 27.7 0.0 10.8 120 FTG T PE 0.3 3B 47.5 0.0 29.2 0.0 0.095 TL 12.75 PV Pipe: 39 -26.3 1.610 PL 4.00 PF 0.1 310 48.2 0.0 25.2 0.0 4.1 120 FTG ---- PE 0.0 311 48.2 0.0 25.3 0.0 0.027 TL 4.00 PV Pipe: 40 -52.7 2.067 PL 16.00 PF 0.9 311 48.2 0.0 25.3 0.0 5.0 120 FTG 3E PE 0.0 312 48.2 0.0 26.2 0.0 0.029 TL 31.00 PV Pipe: 41 -79.5 2.067 PL 16.00 PF 1.9 312 48.2 0.0 26.2 0.0 7.6 120 FTG ET PE 0.0 3C1 48.2 0.0 28.1 0.0 0.061 TL 31.00 PV Pipe: 42 -27.4 2.067 PL 12.00 PF 0.1 313 48.2 0.0 27.3 0.0 2.6 120 FTG ---- PE 0.0 314 48.2 0.0 27.4 0.0 0.009 TL 12.00 PV Pipe: 43 -55.9 2.067 PL 11.00 PF 0.7 314 48.2 0.0 27.4 0.0 5.3 120 FTG T PE 0.0 3C1 48.2 0.0 28.1 0.0 0.032 TL 21.00 PV Pipe: 44 -135.4 2.469 PL 0.75 PF 0.9 3C1 48.2 0.0 28.1 0.0 9.1 120 FTG T PE 0.3 3C 47.5 0.0 29.3 0.0 0.069 TL 12.75 PV Pipe: 45 -26.1 1.049 PL 4.75 PF 1.0 315 48.2 0.0 22.1 0.0 9.7 120 FTG ---- PE 0.0 316 48.2 0.0 23.1 0.0 0.212 TL 4.75 PV Pipe: 46 -51.4 1.380 PL 2.00 PF 0.4 316 48.2 0.0 23.1 0.0 11.0 120 FTG ---- PE 0.0 317 48.2 0.0 23.5 0.0 0.196 TL 2.00 PV Pipe: 47 -77.9 1.610 PL 11.75 PF 5.5 317 48.2 0.0 23.5 0.0 12.3 120 FTG 2ET PE 0.3 3D 47.5 0.0 29.4 0.0 0.200 TL 27.75 PV Pipe: 48 -26.8 1.049 PL 6.00 PF 2.5 318 48.2 0.0 23.8 0.0 10.0 120 FTG T PE 0.0 319 48.2 0.0 26.3 0.0 0.224 TL 11.00 PV Pipe: 49 -53.9 1.380 PL 10.00 PF 4.1 319 48.2 0.0 26.3 0.0 11.6 120 FTG ET PE 0.3 3E 47.5 0.0 30.7 0.0 0.214 TL 19.00 PV Pipe: 50 -26.9 1.049 PL 3.00 PF 1.8 320 48.2 0.0 24.4 0.0 10.0 120 FTG T PE 0.0 321 48.2 0.0 26.2 0.0 0.225 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 -53.8 1.049 PL 1.75 PF 7.1 321 48.2 0.0 26.2 0.0 20.0 120 FTG ET PE 0.3 3F 47.5 0.0 33.7 0.0 0.810 TL 8.75 PV Pipe: 52 -25.1 1.049 PL 4.17 PF 1.8 322 48.2 0.0 21.7 0.0 9.3 120 FTG T PE 0.0 323 48.2 0.0 23.5 0.0 0.197 TL 9.17 PV Pipe: 53 -50.1 1.049 PL 7.00 PF 10.0 323 48.2 0.0 23'.5 0.0 18.6 120 FTG ET PE 0.3 3G 47.5 0.0 33.8 0.0 0.712 TL 14.00 PV Pipe: 54 -24.0 1.049 PL 10.00 PF 2.2 324 48.2 0.0 18.9 0.0 8.9 120 FTG E PE 0.0 325 48.2 0.0 21.1 0.0 0.182 TL 12.00 PV Pipe: 55 -49.0 1.049 PL 5.00 PF 3.4 325 48.2 0.0 21.1 0.0 18.2 120 FTG ---- PE 0.0 3H2 48.2 0.0 24.5 0.0 0.682 TL 5.00 PV Pipe: 56 -49.0 1.380 PL 7.00 PF 1.3 3H2 48.2 0.0 24.5 0.0 10.5 120 FTG ---- PE 0.0 326 48.2 0.0 25.7 0.0 0.179 TL 7.00 PV Pipe: 57 -76.4 1.610 PL 21.75 PF 7.3 326 48.2 0.0 25.7 0.0 12.0 120 FTG 4E PE 0.0 327 48.2 0.0 33.0 0.0 0.193 TL 37.75 PV Pipe: 58 -107.5 2.067 PL 14.50 PF 2.6 327 48.2 0.0 33.0 0.0 10.3 120 FTG T PE 0.0 3H1 48.2 0.0 35.6 0.0 0.107 TL 24.50 PV Pipe: 59 -107.5 2.469 PL 0.75 PF 0.6 3H1 48.2 0.0 35.6 0.0 7.2 120 FTG T PE 0.3 3H 47.5 0.0 36.5 0.0 0.045 TL 12.75 PV Pipe: 60 -84.6 4.026 PL 8.00 PF 0.0 3A 47.5 0.0 29.2 0.0 2.1 120 FTG ---- PE 0.0 3B 47.5 0.0 29.2 0.0 0.003 TL 8.00 PV Pipe: 61 -245.3 4.026 PL 5.00 PF 0.1 3B 47.5 0.0 29.2 0.0 6.2 120 FTG ---- PE 0.0 3C 47.5 0.0 29.3 0.0 0.019 TL 5.00 PV Pipe: 62 -380.7 4.026 PL 1.00 PF 0.0 3C 47.5 0.0 29.3 0.0 9.6 120 FTG ---- PE 0.0 3D 47.5 0.0 29.4 0.0 0.043 TL 1.00 PV Pipe: 63 -458.5 4.026 PL 11.50 PF 1.3 3D 47.5 0.0 29.4 0.0 11.6 120 FTG E PE 0.0 3E 47.5 0.0 30.7 0.0 0.061 TL 21.50 PV 1S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 -512.5 4.026 PL 19.75 PF 3.0 3E 47.5 0.0 30.7 0.0 12.9 120 FTG 2E PE 0.0 3F 47.5 0.0 33.7 0.0 0.075 TL 39.75 PV Pipe: 65 -566.2 4.026 PL 1.25 PF 0.1 3F 47.5 0.0 33.7 0.0 14.3 120 FTG ---- PE 0.0 3G 47.5 0.0 33.8 0.0 0.090 TL 1.25 PV Pipe: 66 -616.4 4.026 PL 16.25 PF 2.8 3G 47.5 0.0 33.8 0.0 15.5 120 FTG E PE 0.0 3H 47.5 0.0 36.5 0.0 0.106 TL 26.25 PV Pipe: 67 -723.9 5.047 PL 48.50 PF 2.3 3H 47.5 0.0 36.5 0.0 11.6 120 FTG ---- PE 0.0 3J 47.5 0.0 38.8 0.0 0.047 TL 48.50 PV Pipe: 68 -723.9 6.065 PL 68.25 PF 2.4 3J 47.5 0.0 38.8 0.0 8.0 120 FTG 2ET PE 0.0 3K 47.5 0.0 41.3 0.0 0.019 TL 126.25 PV Pipe: 69 -723.9 6.065 PL 77.50 PF 3.6 3K 47.5 0.0 41.3 0.0 8.0 120 FTG T9L PE 0.0 3L 47.5 0.0 44.9 0.0 0.019 TL 188.50 PV Pipe: 70 -723.9 7.981 PL 68.00 PF 1.1 3L 47.5 0.0 44.9 0.0 4.6 120 FTG T8LG PE 0.0 LVL3A 47.5 H.S. 46.0 100.0 0.005 TL 211.00 PV Pipe: 86 -823.9 7.981 PL 17.58 PF 0.2 LVL3A 47.5 H.S. 46.0 100.0 5.3 120 FTG E PE 7.3 LVL2A 30.6 0.0 53.6 0.0 0.006 TL 35.58 PV Pipe: 101 -823.9 7.981 PL 57.58 PF 1.7 LVL2A 30.6 0.0 53.6 0.0 5.3 120 FTG 7E2TG PE 13.2 UGA 0.0 0.0 68.5 0.0 0.006 TL 257.58 PV Pipe: 102 -823.9 8.390 PL 112.00 PF 0.7 UGA 0.0 0.0 68.5 0.0 4.8 140 FTG 2E PE 0.0 UG 0.0 0.0 69.1 0.0 0.004 TL 174.00 PV Pipe: 103 -823.9 8.390 PL 75.00 PF 0.3 UG 0.0 0.0 69.1 0.0 4.8 140 FTG ---- PE 0.0 BF1 0.0 0.0 69.4 0.0 0.004 TL 75.00 PV Pipe: 104 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 75.4 0.0 6.0 psi, 823.9 gpm BF1 0.0 0.0 69.4 0.0 Pipe: 105 -823.9 8.390 PL 20.00 PF 0.3 BF2 0.0 0.0 75.4 0.0 4.8 140 FTG TG PE 0.0 CITY 0.0 SRCE 75.7 (N/A) 0.004 TL 86.00 PV r �+01 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose NOTES (HASS): (1) Calculations were performed by the HASS 8.3 computer program under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.096 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.0 ft/sec at pipe 51. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 144.93 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 t t+ 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose E a) a) LE E > > o+ a$4 N 0 0 0 W oN 0 0 o M � � >, •i7 a • O1 mrn aE O. W u Ni VII CI ••l a ,-I O. om00 ma " \O H a m .-i M -.1 V• O >1 -d0 r VI VI 05N 0' • 0 LO 4 � w4 r er G0 - N o O O O O O O O O O to C' N O O CD F:4p- (hw 114• a4wMW0a4w--- 0.4vI•.• --. O O tso O 0 d. O 0 N O O N N M l0 O 0 O 0 Cr) O 0 N O 0 CO H FLOW (GPM) 1 sr SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/11/2013ECTS\968868101 NORDSTROM SOUTHCENTER\CALCS\NORDSTROM04.SDF JOB TITLE: Nordstrom, 3rd Floor, Riser A, 0.20/2000 +250 Hose WATER SUPPLY CURVE 156+ 0 143\ 1\ I\ I \ 130+ \ I \ 1 \ I \ 117+ \ 1 \ I \ I \ P104+ R 1 E 1 S I S 91+ U 1 R I E 1 78+ ( X P I S 1 I 65+ ) 1 1 52+ 1 \ \ \ 1 39+ I \ 1 I \ 26+ LEGE\D 1 1 X = Required Water Supplypsi @ 8001 gpm 75.74 psi @ 973.9 gpmw Test Point 13+ 1 0 = Available Water Supply 147.36 psi @ 973.9 gpm " " 0++—+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) ReIiabIi Bulletin 110 Rev.S Model G Automatic Sprinklers Spray Upright, Spray Pendent And Conventional Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of construction. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. When the fusible alloy melts, the ball moves into the cylinder allowing the cylinder to fall away from the sprinkler. When this happens, the lever is released to spring free from the sprinkler so that all of the operating parts clear from the waterway allowing the deflector to distribute the discharging water. Except for the parts in the cylinder as mentioned above, the sprinkler components are made from copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers are available for decorative purposes. All sprinklers are individually hydrostatically tested. All sprinklers are identified as to their fusing point by markings that appear on several of the operating parts and by an identifying color that appears on the frame. Sprinkler Types Standard Upright - This deflector configuration is normally used with exposed piping installations. Water is distributed laterally and downward in a wide pattern approximating a hemisphere which is completely and uniformly filled with water in the form of small drops or spray. Standard Pendent - This deflector configuration is normally used where the space above the piping is limited or where a concealed piping installation is employed. The discharge characteristics of the standard pendent are virtually identical to the standard upright as described above. Large and Small Orifice—By varying the orifice size, a large or small orifice sprinkler is created that will distribute as much as 40% more water or 65% less water than the normal'/2" (15mm) orifice sprinkler. Conventional—This deflector configuration is used primarily in those countries where the LPC installation rules have precedence. The sprinkler is designed to distribute a portion of its water discharge upward against the ceiling with the balance downward. It may be installed in either the upright or the pendent position. Sprinklers with conventional deflectors are available with orifice sizes corresponding to light, ordinary and extra -high hazard installations. Upright Pendent Small Orifice Upright Conventional Application and Installation Standard sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice sizes, temperature ratings, deflector styles and sprinkler spacings are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. The sprinklers must be installed with the Reliable Model D Sprinkler Wrench. Any other type of wrench may damage the sprinkler. The approvals or listings of Reliable Automatic Sprinklers by major approving organizations are shown in the tabulated list provided on the back of this bulletin. *Patent No. 4,440,234 The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 S'^aa O l l u!lelln8 Technical Data Sprinkler Type "K" Factor Sprinkler Height Special Application Finishes Approvals Rating Sprinkler Identification Number (SIN) US Metric SSU °C SSP Standard -Upright (SSU) and Pendent (SSP) Color Ordinary 135 57 100 38 Black Ordinary 165 74 Deflectors Marked to Indicate Position 38 Uncolored Intermediate 212 100 150 66 White High 286 }2" (15 mm) Standard Orifice with X" NPT (R/) Thread 5.62 81.0 2/e" (73 mm) 1, 2, 3, 4, 5, 6, 7 R1025 R1015 /6 (11 mm) Small Orifice with X" NPT (R/) Thread 4.24 61.0 2 /" (73 mm) 1, 3, 7 R1023 R1013 /" (10 mm) Small Orifice with /" NPT (R/) Thread 2.82 40.6 2 /" (73 mm) 1, 2, 3, 7 R1021 R1011 /fi' (8 mm) Small Orifice with y" NPT (R,) Thread 1.98 28.5 2'/e" (73 mm) 1, 3, 7 R1022 R1012 1/2' (20 mm) Large Orifice with y" NPT (RX) Thread 7.96 114.7 2 /" (73 mm) 1, 2, 3, 7 R1026 R1016 1/2' (20 mm) Large Orifice with X" NPT (R%)Thread 8.20 118.2 21/e" (75 mm) 1, 2, 3, 7 R1027 R1017 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 mm 4, 5, 6 R1027 R1017 10 mm XLH with 10 mm Thread 4.10 59.1 73 mm 4, 5, 6 R1024 R1014 Conventional—Installed in Upright or Pendent Position lOmm XLH with 10mm Thread 4.10 59.1 73 mm 5 R1074 15mm Standard Orifice with (R/) Thread 5.62 81.0 73 mm 4, 5, 6 R1075 20mm XHH with (R/) Thread 8.20 118.2 75.4 mm 4, 5 R1077 Temperature Ratings (1) Frame color does not apply to painted or plated sprinklers -Use sprinkler rating as identified on operating parts. Finishes() Maintenance Model G Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Standard Finishes Sprinkler Maximum Ambient Special Application Finishes Bright Brass Plated Black Plated Polyester Coated (2) Lead Plated Wax -Coated (3) Wax -Coated Over Lead Plated (3) Rating Temperature Frame (1) Classification °F °C °F °C Color Ordinary 135 57 100 38 Black Ordinary 165 74 100 38 Uncolored Intermediate 212 100 150 66 White High 286 141 225 107 Blue (1) Frame color does not apply to painted or plated sprinklers -Use sprinkler rating as identified on operating parts. Finishes() Maintenance Model G Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation. Any other type of wrench may damage the sprinkler. Standard Finishes Bronze Chrome White 12> —All Temperature Ratings —All Temperature Ratings —All Temperature Ratings Only Frame and Deflector are Painted Special Application Finishes Bright Brass Plated Black Plated Polyester Coated (2) Lead Plated Wax -Coated (3) Wax -Coated Over Lead Plated (3) —Only frame, deflector and cap are plated. 135°F (57°C), 165°F (74°C), 212°F (100°C) Temp. Rating. —Only frame, deflector and cap are plated. All Temp. Ratings. —Only frame and deflector are coated. —165°F (74°C), 212°F (100°C) and 286°F (141°C) Temp. Ratings. —165°F (74°C) Clear Wax, 212°F (100°C) Brown Wax. —165°F (74°C) Clear Wax, 212°F (100°C) Brown Wax. (1) Other colors and finishes are available. Consult factory for details. (2) UL listed and NYC MEA Approved only. (3) 212°F (100°C) brown wax may be used on 286°F (141°C) sprinklers when maximum ambient temperatures do not exceed 150°F (66°C). UL Listed, FM Approved, NYC MEA 258-93-E. Approval Organizations 1. Underwriters Laboratories, Inc. 2. Factory Mutual Research Corporation 3. Underwriters' Laboratories of Canada 4. Loss Prevention Council 5. Pleniere Assemblee 6. VdS Schadenverhutung 7. N.Y.C. BS&A No. 587-75—SA or N.Y.C. MEA 258-93-E Ordering Information Specify 1. Model G 2. Deflector • Upright • Pendent • Conventional 3. Nominal Orifice 4. Inlet Thread 5. Temperature Rating 6. Finish The equipment presented in this bulletin is to be instated in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by R�liablc The Reliable Automatic (800) 431-1588 (800) 848-6051 (914) 829-2042 www.reliablesprinkler com Sprinkler Co., Inc. Sales Offices Sales Fax Corporate Offices Internet Address eRecycled Paper Revision fines indicate updated or new data. EG. Printed in U.SA. 11/04 P/N 9999970005 Nordstrom Cafe 105-southcenter Shopping Center Tukwila, WA. 98188 Hoods: 9'x42" , 5' x 42" Ducts': 10" x 20" , 10" x 12" Piping: 3/8" Black iron SCH40 AnsulR-102 UL300 6 Gallon Pull station: in path of egress, 48" A.F.F. A(104/4 I Char -broiler 48" x 24" 24" x 24" p Without Comments o As Noted in Red V' Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau ,fir conformance with current City standards. ecce .•:? is subject to errors and omissions whic', .1uthorize violations of adopted standards and u 3. The responsibility for the adequacy of de:.;‘ - Eotaily with the designer. Additions, ,,cions to these drawings after this date wi:i v0,0 :.;.r.eptance and will require a resubmitta' : - is? ;"r=°wings for subsequent approval. Final accepra.c The Tukwila r!::. ,'(,: Jere Jr'' Bureau. Date: 10-)Ny - /S° S I i :opzi co field test and Inspection by Fryers 15"x14" Oven TUKWILA FIRE DEPARTMENT PieeSC rail 206-575-4407 and give this Fire Permit No. H and exact address for shut- down hutdown or restoration approval. Kettle Sanderson Fire Protection 774 Industry Drive Tukwila, WA. 98188 206-735-3066 PAID C� sao0,3O l^w 14 2016 TUKWILA FIRE Existing Southcenter Cookline • Southcenter Revised Cookline Electrical Plan PLIUYiEN WI= PC1PE0 �N • E0• L • 6Y. EN 1. GAS CON RCTION 0 R RANG KEEP EXISTING FLOOR BINK. ESTTLE ON OTHER BIOS OF WALL 0041X5 INTO TNI5 FI.005 BINK. PLUMDU YAY NEED TD 1ONST EZRTINC 001111 PIPE DUE TO THE RELOCATED iGNOE CAS •.NNECTION • S• FOR BRO 00 -USE EXISTING 1. OAK CO5NECT10 Revleion: By, Southcenter Revised Cookline Plumbing Plan ewe.:.. R t . MtMOO !aft X....11 v,;...• ° L2:e"" MON EQUIPMENT SCHEDULE ELECTRICAL SCHEDULEPLUMBING HATER TASTE GA9 SCHEDULE 240 QTY DISCEPTION SUPPLIER TT PH AMP HN BP RENAME NST COLD OPEN NR emirs= BEYABNN 1 1 IIA TALL SHELF T/IALAO YOWL SLIMS P® — — — — — — — — — — — 2 1 RELOCATED EXISTING RANGE WIRER 120 1 4.4 — l/4 S - 000 On. OEM MAKER NM — — — — 1• OM 5 1 RELOCATED NEISTI50 BROILER OWREZ — — — — — — — — — 1• 4 1 e/2 EOHT SIDE SPLASH FOR INDIUM PRD — — — — — — — — — — — 6 1 FREER T/ FILTER SYSTEM FAT TAT PRD ILO 1 2.0 — 1/0 6 • COR.STI.SBUST RREAEZR REED — — — — r no no 0225 TITLLEEE NOR • PI 6 1 L/C FREEZER W/ DRAWEES P® ma 4 en — 1/3 6 - 250. Cr — — — — — — T 1 STAINLESS STEEL WORKTABLE Pim — — — — — — — — — — — S 1 STAINLESS SITILL WALL SHELF PRD — — — — — — — — — — — 1 1 RELOCATED TOASTER 0151E ILO 1 me — — 0 - ISR CII — — — — — — IO I EXISTING PARINI OWNER — — — — — — l1 1 MOLL FIRE CONTROL ADJUSTMENT PRD — — — — — — — — — — — 1E SPARE PLUMBING NOTES PI. ILUMSEN TO COAXER PRO SUPPLIED I* : b• FLEX HOS TO FRYER FOOD SERVICE CONSULTANTS Z Dale 08-30-16 Basle 1/4• - 1'-0" Drawn G. Ahrens SCALE: I/O•• • 1'-0" nR CCOdIN[ EZOOOEL no6e BLBrnIc PLUMBING PLM RK1.0 SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-28 REV.5 4-1-06 Nozzle Application Chart The following chart has been developed to assist in calculating the quantity and type of nozzle required to protect each duct, plenum, or appliance. NOTICE This chart is for general reference only. See complete details for each type of hazard. Hazard Duct or Transition (Single Nozzle) Duct or Transition (Single Nozzle) Duct or Transition (Dual Nozzle) Electrostatic Precipitator (At Base of Duct) Plenum (Horizontal Protection) Plenum (Horizontal Protection) Plenum (Vertical Protection) Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat)" Fryer (Non -Split Vat Only) Maximum Hazard Dimensions Length — Unlimited 1 Perimeter — 50 in. (127 cm) Diameter —16 in. (40.6 cm) Length — Unlimited 1 Perimeter —100 in. (254 cm) Diameter — 31 7/8 in. (81 cm) Length — Unlimited 2 Perimeter —150 in. (381 cm) Diameter — 48 in. (122 cm) Individual Cell 1 Length —10 ft. (3.1 m) 1 Minimum Nozzle Nozzle Quantity Heights Length — 6 ft. (1.8 m) Width — 4 ft. (1.2 m) Length — 4 ft. (1.2 m) Width — 4 ft. (1.2 m) Maximum Size (without drip board) 14 in. (36 cm) x 15 in. (38 cm) Low Proximity Maximum Size (without drip board) 14 1/2 in. (37 cm) x 14 in. (36 cm) Medium Proximity Maximum Size (without drip board) 15 in. (38 cm) x 14 in. (36 cm) High Proximity Medium Proximity Maximum Size (without drip board) 19 1/2 in. (49.5 cm) x 19 in. (48.2 cm) High Proximity Low Proximity Maximum Size (without drip board) 18 in. (45.7 cm) x 18 in. (45.7 cm) High Proximity 1 1 1 1 1 1 1 1 For multiple nozzle protection of single fryers, see detailed Information on Pages 4-12 through 4-14. 13 — 16 in. (33 — 41 cm) 16 — 27 in. (41 — 69 cm) 27 — 47 in. 20 — 27 in. 21 — 34 in. 13-16in. 25 — 35 in. (64-89 cm) Nozzle Part No. 430912 419337 419337 419334 419335 430192 419336 419336 419342 419342 419339 419340 419338 419342 419338 Nozzle Tip Stamping — Flow No. 1W 2W 2W 1 /2N 1N 1W 1W 1W 290 290 230 245 3N 290 3N 4 Nozzle Application Chart (Continued) SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-29 4-1-06 REV. 5' - Minimum Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping — Hazard Dimensions Quantity Heights Part No. Flow No. Fryer (Non -Split Maximum Size Vat Only)* (with drip board) 21 in. (53 cm) x 14 in. (36 cm) (Fry Pot must not exceed 15 in. x 14 in. (38 cm x 36 cm)) High Proximity 1 27 — 47 in. 419339 230 Medium Proximity 1 20 — 27 in. 419340 245 Maximum Size (with drip board) 25 3/8 in. (64.4 cm) x 19 1/2 in. (49.5 cm) (Fry pot side must not exceed 191/2 in. (49.5 cm) x 19 in. (48.2 cm) High Proximity 1 21 — 34 in. 419338 3N Low Proximity 1 13 —16 in. 419342 290 Maximum Size (with drip board) 18 in. (45.7 cm) ► x 27 3/4 in. (70.5 cm) High Proximity 1 25 — 35 in. 419338 3N (64-89 cm) ► Fryer (Split or Non -Split Vat) Fryer (Split or Non -Split Vat) Range Maximum Size (with drip board) 14 in. (36 cm) x 21 in. (53 cm) 1 13 —16 in. 419342 290 Low Proximity (33 — 41 cm) Maximum Size (with drip board) 14 1/2 in. (37 cm) x 26 1/2 in. (67 cm) 1 16 — 27 in. 419342 290 Medium Proximity (41 — 69 cm) Longest Side 1 30 — 40 in. 419335 1N 32 in. (81 cm) (76 —102 cm) Area — 384 sq. in. (2477 sq. cm) Longest Side 40 — 48 in. 419333 1F 28 in. (71 cm) (102 —122 cm) Area — 336 sq. in. (With Backshelf) (2168 sq. cm) Longest Side (High Proximity) 1 40 — 50 in. 419340 245'. 28 in. (71 cm) (102 —127 cm) Area — 672 sq. in. (4335 sq. cm) Longest Side (Medium Proximity) 1 30 — 40 in. 419341 260 32 in. (81 cm) (76 —102 cm) Area — 768 sq. in. (4955 sq. cm) Longest Side (Low Proximity) 2 15 — 20 in. 419342 290 36 in. (91 cm) (38 — 51 cm) Area —1008 sq. in. (6503 sq. cm) For multiple nozzle protection of single fryers, see detailed information on Pages 4-7 through 4-11. SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-30 REV. 3 10-1-02 Nozzle Application Chart (Continued) Hazard Griddle Chain Broiler* (Overhead Protection) Chain Broiler (Horizontal Protection) Gas -Radiant Char -Broiler Electric Char -Broiler Lava -Rock Broiler Natural Charcoal Broiler Lava -Rock or Natural Charcoal Char -Broiler Minimum Maximum Hazard Nozzle Dimensions Quantity Longest Side (High Proximity) 1 48 in. (122 cm) Area —1440 sq. in. (9290 sq. cm) Longest Side (High Proximity) 1 30 in. (76 cm) Area — 720 sq. in. (4645 sq. cm) Longest Side (High Proximity) 1 36 in. (91 cm) Area —1080 sq. in. (6968 sq. cm) Longest Side 1 (Medium Proximity) 48 in. (122 cm) Area —1440 sq. in. (9290 sq. cm) Longest Side (Low Proximity) 1 48 in. (122 cm) Area —1440 sq. in. (9290 sq. cm) Longest Side — 34 in. (86 cm) 2 Area —1088 sq. in. (7019 sq. cm) Length — 43 in. (109 cm) 2 Width — 31 in. (79 cm) Longest Side — 36 in. (91 cm) 1 Area — 864 sq. in. (5574 sq. cm) Longest Side — 34 in. (86 cm) 1 Area — 680 sq. in. (4388 sq. cm) Longest Side — 24 in. (61 cm) 1 Area — 312 sq. in. (2013 sq. cm) Longest Side — 24 in. (61 cm) 1 Area — 288 sq. in. (1858 sq. cm) Longest Side — 30 in. (76 cm) 1 Area — 720 sq. in. (4645 sq. cm) Nozzle Heights 30 — 50 in. (76 — 127 cm) (perimeter located) 30 — 50 in. (76 —127 cm) (center located) 35 — 40 in. (89 — 102 cm) (perimeter located) 20 — 30 in. (51 — 76 cm) (perimeter located) 10 — 20 in. (25 — 51 cm) (perimeter located) 10 — 26 in. (25 — 66 cm) 1-3in. (3 — 8 cm) 15 — 40 in. (38 — 102 cm) 20 — 50 in. (51 —127 cm) 18 — 35 in. (46 — 89 cm) 18 — 40 in. (46 — 102 cm) 14 — 40 in. (36 —102 cm) * Mlnimium chain broiler exhaust opening — 12 In. x 12 In. (31 cm x 31 cm), and not less than 60% of internal broiler size. Nozzle Part No. 419341 Nozzle Tip Stamping — Flow No. 260 419342 290 419335/417332 1N/1NSS 419342 290 419343 2120 419336/417333 1 W/1 WSS 419335/417332 419335/417332 419335/417332 419335/417332 419335/417332 419338 1N/1NSS 1N/1NSS 1N/1NSS 1N/1NSS 1N/1NSS 3N The ANSULAUTOMAN Regulated Mechanical Release Assembly (3.0 gallon — Part No. 79290 or 1.5 gallon — Part No. 79291) con- tains the regulated release mechanism, agent tank, expellant gas hose for agent tank hookup, and enclosure knockouts to facilitate installing actuation piping; expellant piping; detection system; and additional equipment. This regulated release assembly is used in single, double, and multiple -tank systems and must be mounted to a rigid surface. The release mechanism can be used to intercon- nect both the actuation and expellant gas lines as required per system design. The regulator is designed to allow a constant flow of gas into the tank at 110 psi (759 kPa) when the system is actuated. In single, double, and multiple -tank systems, the provided expel- lant gas hose connects the agent tank to the bottom outlet of the regulator. In double and multiple -tank system configurations, the back outlet of the regulator is used as an expellant gas feed for one additional tank -enclosure or tank -bracket hookup. The enclo- sure contains the required knockouts to facilitate this connection. If a pressure switch is to be attached to the regulator, additional fit- tings are required. The tank is mounted within the enclosure. The tank contains an adaptor/tube assembly with a burst disc union. The burst disc helps prevent siphoning of the agent up the pipe due to significant temperature fluctuations in the area where the tank is located. The tank is mild steel and, under normal conditions, requires hydrosta- tic testing every twelve years. The agent tank is shipped uncharged and must be filled with only ANSULEX Low pH Liquid Fire Suppressant during installation. The detection and additional equipment required per system design are connected to the release mechanism. The enclosure contains knockouts to facilitate detection and additional hookups. The system can be actuated automatically or manually. Automatic actuation occurs when a fusible link within the detection system separates in a fire condition. Manual actuation of the system occurs when personnel pull on the remote manual pull station cull ring. Total Tank Type of Flow No.* Quantity System 1-5 1 Single 6-11 1 Single 12-16 2 Double 17-22 2 Double 23-27 3 Multiple Type of Hardware R-102 RESTAURANT • ANSUL FIRE SUPPRESSION SYSTEM (Standard UL 300 Listed) 1.5 Gal. Reg. Release 3.0 Gal. Reg. Release 1.5 Gal. Reg. Release 3.0 Gal. Additional Tank 3.0 Gal. Reg. Release 3.0 Gal. Additional Tank 1.5 Gal. Reg. Release 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank ELECTRICAL SWITCHES fai The electrical switches are intended for use with electric gas's'<i valves, alarms, contactors, lights, contractor supplied electric4 power shut-off devices and other electrical devices that are designed to shut off or turn on when the system is actuated. Switches are available in kits: One Switch Kit, Part No. 423878,`-1 Two Switch Kit, Part No. 423879, Three Switch Kit, Part No. .' 423880, and Four Switch Kit, Part No. 423881. Each switch has a set of single -pole, double -throw contacts rated at 21 amp, 1 HP, • 125, 250, 277 VAC or 2 HP, 250, 277 VAC. Mounting hardware is provided with each kit. Nitrogen Cdrtridge Required LT -20-R (7032) LT -30-R (5373) Double (73022) Double (73022) LT -20-R (7032) LT -A-101-30 (29187) Nozzle Identification Chart Nozzle Nozzle Nozzle Type Part No. Stamping 1W Nozzle 419336 1W 1WSS Nozzle 417333 1W 1N Nozzle 419335 1N 1NSS Nozzle 417332 1N 1/2N Nozzle 419334 1/2N 3N Nozzle 419338 3N 2W Nozzle 419337 2W 2WH Nozzle 78078 2WH 230 Nozzle 245 Nozzle 260 Nozzle 290 Nozzle 2120 Nozzle 1F Nozzle 419339 419340 419341 419342 419343 419333 Carbon Dioxide Cartridge Required 101-10 (15850) 101-20 (17492) 101-30 (15851) 101-30 (15851)** 101-10 (15850) 101-30 (15851)*** untGAAc, rum G NAust- Piro spy S ort . SPL'(f F PoVPw C(RSnUTSouru r5) U ON.DC-FR- i SµuT' OFF 230 245 260 290 2120 1F Nozzle Flow Ni 1 1 1 1 1/2 3 2 2 2 2 2 2 2 1 EXTINGUISHING AGENT ANSULEX Low pH Liquid Fire Suppressant (1.5 gallon - Part No. 79694 or 3.0 gallon — Part No. 79372) is a potassium -based solu- tion designed for fast knock -down and suppression of grease - related fires. The agent is shipped in plastic containers which pro- vide one complete tank charge. Agent storage life expectancy is twelve years. The distributor must record the batch numbers and date of shipment receipt to be filed with each installation record. "ANSI II FX" 1 nW nu 1 Int un noc c. 11 D 11 -4� 13'10""AFF 1 o�43 0"BOD 2 —? —5 4-0 1• 4-0 11 �� bc/ E 2 AO 2 .. --s®r4-rr��a 0E 4-0 e 2 Li 7 1-0 cip 2— 1° 2 4-0 roll? 4-0 2 J.cN bt, 4) 2 3 2 1-0 2 E EO I 6-0 N) ®—®. 2-NIMI39! 7-0 112 0 4-0 ,^' crtD PO I 14-7 n CCETED Without Comments As Noted In Red Per The Attached Letter l' !nese plans have been revi2•Af d ;by The Tukwila Fire Prevention Bureau ror co is ` - ,.r :n current city £ standard S. A; !rS 5nd ornissio,ry i .},,? :',2`..i , i' . c adopted standards ,,^Ct 1 C'' '•, for the 1 r da_ltiacy at c • •" `: - .:._ _•..._ ' . '.;eller. Additions, Gialetrt:its 'v'i l,-.rl.- . -1 , ; . Ui:vl:ings atter this date wiii void iii,. -.3 3c::..;.- +;'•. i>equire a resubmittal of revised dirud,irtg`. for subsequent approval. iFinal-accepmceis subject to Feld test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: /0-1- 0 8 By: asp. m.c% w¢r.ss-.Z...t._ . •••.�•� ems-.,-'+ �nr+.•1 112 12-0 11 NOTE: THE OVER -HEAD SPRINKLER SYSTEM IS EXISTING. FOR INSTALLATION OF TENANT IMPROVEMENT WORK ONLY. OUT TO SALES AREA c\ -k' 3-9 AL7ERA-IONS STANDBY AND QFFICE ARE( 112 .-. 112 5-0 3-0 0 4-6 111111111 IIMMI NMI 11 2--1 o 0 I 6-4 IUKWILA FIRE DEPAR Please call: 575-4407 and give this job and exact address for shut, lcwn or restoration approval. 16'-0" E —1 BOD 1 8-0 8-0 14'-11" BOB CONCRETE BEAMS Hm0 E 11'-0.75" BO HVAC 1 14-0I .10E SECOND FLOOR SOUTHSIDE FIRE SPRINKLER PIPING PLAN SCALE 1/4- _= 1-0 0 ' ' 11111 GRAPHIC SCALE E�1 B. J pL� v Ik�L G Ei MCA ALL. 2er.ause of finer aced demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule, your inspections a minimum of 48 hours in advance of the date. you want an FIRE SPRINKLER LEGEND EXISTING PIPE: NEW PIPE: X X X—X ADDED PENDENT SPRINKLER: ADDED UPRIGHT SPRINKLER: RELOCATED PENDENT SPRINKLER: REMOVE PENDENT:D UP/DN SPRINKLER SEE DETAIL #1: ror REMOVE HEADS AND PIPE: *O UD1 8' HANGER #1 - SAMMY XPRESS, ROD AND RING NOT TO SCALE d . ti . • • 4 •• d . • . •u•, •... HILTI HDI -P ANCHOR ALL THREAD ROD ADJUSTABLE RING HANGER HANGER #2 — HILTi HDI—P ANCHOR, ROD AND RING NOT TO SCALE MIN 2 10-0 low SALES FLOOR 10'5"AFF #01 CID 43 112 11-2 BOHVA FREIGHT ELEVATOR 1 1 ,, -I 4- 11 10'-11.75" BO HVAC 112E11-0 E E 16'-0" BOD 1 � 6-0 REFRI : ' TOSS THIRD FLOOR EASTSIDE FIRE SPRINKLER PIPING PLAN SCALE 1/4" = 1-0 0 ' I I I II' GRAPHIC SCALE 8' Wel Up.rtht in c .nctaltd sprue Uprkyl atfloc'At� 12 n (305 ns -n) ,, nirum U071 scrrrkt r --"a• apt:slit i 1 Nroo i UMgr* dello!°' Rrsk,crr CeL tupperl Tee Co(INN= ng t 'I Pato Pendentspnrucor Pen:lent deiiccvr NFPA 13 •29G2 EDITION A007 FIGURE 14.5.2.3(c) Arrangement of Branch Lines Supplying Sprinklers Above, in Between, and Below Ceilings. 14.5.2.4 Unless the requirements of 14.5.2.5 are met, pipe sizing up to and including 2 % in. (64 mm) shall be as shown in Table 14.5.2.4 utilizing the greatest number of sprinklers to be found on any two adjacent levels. Table 14.5.2.4 Number of Sprinklers Above and Below a Ceiling Steel Copper 1 in. 2 sprinklers 1 in. 2 sprinklers 11/4 in. 4 sprinklers 11/4 in. 4 sprinklers 11/2 in. 7 sprinklers 11/2 in. 7 sprinklers 2 in. 15 sprinklers 2 in. 18 sprinklers 21/2 in.50 sprinklers 2% in.65 sprinklers For SI units, 1 in. = 25.4 mm. 10 11 Se.Tee 3' 02001 LNa000ft Carp. All ri ,' Tuklvsr Tutc�rila:-Pliuyi• -- i ---Sculkertle it s . pet u Wain ! TU rd1 ti i� • hcantst lander- 8{wt?— ivnv6teSltrean. Guns! rri$uU. e SoutttcerYc Mal fi iW e Blvd -Stta'ndet=Bvl-d-; �` rTreck- Dr _- VICINITY MAP NOT TO SCALE C FLOOR 3 FREIGHT ENTRANCE NEAR PETITE FOCUS DRESSING ROOM FLOOR 2 HOLDING AREA NEAR SPECIAL OCCASSION DRESSING ROOM EIN KEY PLAN NOT TO SCALE OWNER / OCCUPANT NORDSTROM 100 SOUTHCENTER TUKWILA, WA 98188 SITE CONTACT: MATT JOHNSON 206.246.0400 SCOPE ��;;O ADD (1) SPRINKLER BELOW HVAC UN11 IN 2ND FLOOR FREIGHT ENTRANCE AND!(1) SPRINKLER BELOW HVAC UNIT IN THIRD FLOOR STAGING AREA/OFFICES IN ACCORDANCE WITH N.F.P.A. 13-2002 EDITION FOR ORDINARY HAZARD GROUP II OCCUPANCY.ALL EXISTING AND NEW DESIGN AND INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. PAMPHLET 13 AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPT. GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND UL AND/OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WEY PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS SHALL BE INSTALLED AT LEAST 4" FROM EDGE OF CEILING TiLES 8 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS 9 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS FIELD / LISTING NOTES 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT). 2 GROOVED END PIPE FROM 2-1/2" THRU 8" TO BE SCH.10 (IMPORT) 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 6 ALL HANGER RODS TO BE FIELD CUT 7 BELOW DECK ELEVATIONS ARE FROM STRUCTURE NOT FROM BOTTOM OF INSULATION IF PRESENT. 8 AVOID BLOCKING ANY ACCESS TO HVAC UNIT OR REMOVABLE ACCESS PANELS. FLAG NOTES �y 1-1/2 x 1 MECHANICAL TEE PAID SEP 2 5 Zuu3 Tukwila Fire .,"21p ' /75" r 12 imakt \Q WI)L — V *ft. rr mss_ v\, X 0 0 0 0 0 V I , t N N N aO CO(O(O =r- 000 Nco N N N < 0) 0m fl.IV aEN CO rr. . co u) riltn r=4 z J 0 Z 0 w w 0 J LL w w cn (n z 0 N w Ir >- • NSTAW411ON: SSUED FOR cc 8 W Z Q EL (n Lcici LL SCALE: AS NOTED DRAWN BY: MATTHEW CHECKED BY: ALAN MAHAFFE DATE: 09-18-03 CONTRACT NUMBER: SHEET NUMBER: FP -1 SHEET 1 OF 1 12 SNmpiexf inndl/BY OTHERS SYMBOLS L i Hydro�>o R.irr>oe Pout -Flew s tt�, DG ape. vele. Hits O (CIV) ) ) (Foo) iD -.L .— i o® -% -a- * �+ ( ) Nit d1 at r WI"' Fre HyBant (s twy) Thrust Block Key Gate s ettmd Wive "�' ROOafOy BO1 SPRINKLERS REM.E NAAEfIJO• HAZARD CLASSIFICATION DENSITY GPM/SQ.FT. ARE OF APPLIC HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS. ABBREVIATIONS Ac Above Mined scr SYSTEM TYPE ® Daum ■ SPECIAL REQUIREMENTS • Domenic PIPE I' IMPORTANT r localities subject to freezingaconditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkier systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawingand the information and dest n application herein 9 PP contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to STmpiexGrinndl upon request; all infarmatton herein contained shall bew treated as secret, and hall confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SlmplexGrinnell. Created by the SlmxGrinnlnnell , "All rights reserved'. SimplexGrell r. CONTRACT RESPONSIBILITIES ITi7d t� GPM PSI AT - +g AFT — Above FI floor BC - Bebw Melted Culling BOB - ,,,, �„ soo - Bottom or D.dc MAKE TYPE MODEL SIN NPT K -FACTOR / TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. DRY TYCO UPRIGHT TY -FRB TY3131 5.6K 155 BRASS WRENCH 56-000-6-387 2 �� 40 ■ SCHEDULE so 0 GALVANIZED PIPE • GALVANIZED FITTINGS GALVANIZED MATERIALS ■ SPECIAL FITTINGS • F.M. MATERIAL • OTHER STRST WATER CONNECTION N/A N/A Molter -p�-assv oat. rte. (osa» 1 Line D.rgnauon .-.. + E thgidc. Bm g .4. euttrny Vdv. - Hanger Nr„ t Valve (ALV) 2 UNDERGROUND WATER MAINS6' APPROVALS 3 Ba - Bottom of Jdst BOP - Bottom of PurDn BC EXCAVATIONS N/A 4 — Hos. Wive HV Not to Contract CRY •cure • BACKFlNl N/A BY OTHERS H WIRING 4p 1 moi, omis,atton -IF- weerIc a" WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE M - Notn C• uJ - u Bel , sP - stanr44• 7 screwed c� itis Hose ,ly �+ ret PAINTING BY OTHERS r meter Vona ( t13' d Py,e Bebe Bottom d Dods —0 PSI PSI. WITH GPM FLUNG u —4w'e'd Plug --DI water Check y� ■ aloe. vaiYeite Dry Pip. wive - Top of Beam ,DP - Top of Nen - r� ofteel of St'el'e" +12'-4',t of Phe A+�� Ret P ' _a_ Grooved „moms (ac) "N" Sel a Ot.dr Vdve ki " Connection Fkriged SDRC "° �,. TEST LOCATION: OUT a BY: TEST DATE: UCtiTOS -top Hasa OUT a -(°nae` nw„' nom) 0 Sy. , FV. Dept.00m,.(F - TOTAL THIS SHEET - 2 `Copyright by 2001 1 1 ,. 1 1 - 1 to 1 9 I 10 1 11 r 12 imakt \Q WI)L — V *ft. rr mss_ v\, X 0 0 0 0 0 V I , t N N N aO CO(O(O =r- 000 Nco N N N < 0) 0m fl.IV aEN CO rr. . co u) riltn r=4 z J 0 Z 0 w w 0 J LL w w cn (n z 0 N w Ir >- • NSTAW411ON: SSUED FOR cc 8 W Z Q EL (n Lcici LL SCALE: AS NOTED DRAWN BY: MATTHEW CHECKED BY: ALAN MAHAFFE DATE: 09-18-03 CONTRACT NUMBER: SHEET NUMBER: FP -1 SHEET 1 OF 1 12 6 A of C With=: U.0 CornrentS As Noted in Red Per .The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Accept :lcr' is subject to errors and ,Drnisslons which do rot authorize violations of adopted standards and ord r1 .71c;_„ The responsibility for the adequacy of desior, .. i.otail;' with t1.? designer. Additions, deletion to these drawings after this date will vola aid will require a resubmittal of rcvis d cirrings for subsequent approval. Final acceptance is v'`.tujr,'ci to field test and inspection by The Tukwila Fire Prevention Bureau. Date:l 1-1 f By: 5/1 I t 11(VUII.A FIRE DEPARTMs,EN' Please call: 575-4407 and give this job No. i/1/- v ^d/ .11/029 �rr.i xact address for shift. FIRE SPRINKLER LEGEND EXISTING PIPE: NEW PIPE: X X X—X ADDED PENDENT SPRINKLER: ADDED UPRIGHT SPRINKLER: RELOCATED PENDENT SPRINKLER: REMOVE PENDENT:D UD1 UP/DN SPRINKLER SEE DETAIL #1: REMOVE HEADS AND PIPE: *X—X. R NOTE: THE OVER -HEAD SPRINKLER SYSTEM IS EXISTING. FOR INSTALLATION OF TENANT IMPROVEMENT WORK ONLY. rot oTTO V of DEC � r � SAMMY XPRESS MODEL XP 35 ALL THREAD ROD ADJUSTABLE RING HANGER HANGER #1 - SAMMY XPRESS, ROD AND RING NOT TO SCALE SECOND FLOOR NORTH FIRE SPRINKLER PIPING PLAN SCALE 1/2' = 1-0 1' 2' SCALE 1/2' = 1-0 0 I .5' 111 I' GRAPHIC SCALE NEW 1" ARM OVER WITH NEW 1" TEE EXIST. BRANCH UNE 4' EXIST. UPRIGHT SPRINKLER EXIST. 1 X CLOSE NIPPPLE NW AP.MOVFI? OFF FXI5TING SP'i:IG-UP v.f.s. nt Nn63�CC �.. no. Ax. ti {a -r2 nr ;;Y err ' i f tefrG -I-II`- ' --i 1ICI1U 14_=2.3(c; Arrrue.nunroI1lnochLiar, Sit ppl}h SprinkkrY.th.mc.in and/ hex (" it nt•. NFPA 13 2002 EDITION FIGURE 14.5.2.3(c) Arrangement of Branch Lines Supplying Sprinklers Above, in Between, and Below Ceilings. 14.5.2.4 Unless the requirements of 14.5.2.5 are met, pipe sizing up to and including 2 % in. (64 mm) shall be as shown in Table 14.5.2.4 utilizing the greatest number of sprinklers to be found on any two adjacent levels. Table 14.5.2.4 Number Steel 1 in. 2 sprinklers 11/ in. 4 sprinklers 11/2 in. 7 sprinklers 2 in. 15 sprinklers 2'/2 in.50 sprinklers For SI units, 1 in. = 25.4 of Sprinklers Above and Below a Ceiling Copper 1 in. 2 sprinklers 11/4 in. 4 sprinklers 1% in. 7 sprinklers 2 in. 18 sprinklers 2% in. 65 sprinklers mm. t,r(uant rudiOS 10 11 six 1 i tJ Doubteirea 4.0 tat SuHes S a,attte Z! Pkwy. tiM.0 %army Sa.u.ettar Mill Southcei;ter-Ma3=--- 2s" /# .5 EAU' 153 SeaT>:e- I t'jt j�f •32001 Microsoftrorg.All rice s.+ ;reed 92 m Bake; Blvd _. -- 2-"5trander Blvd-- 1 • Courtyird By /11krriott.l 4.ila I I I ; .Teck Dr ' .. _ ' a a, co (N) VICINITY MAP NOT TO SCALE WORK AREA FLOOR TWO KEY PLAN ,Y: NOT TO SCALE OWNER / OCCUPANT NORDSTROM 100 SOUTHCENTER TUKWILA, WA 98188 SITE CONTACT: LEW BODMAN 206.730.4128 SCOPE ADD (2) SPRINKLER IN TENANT IMPROVEMENT IN ACCORDANCE WITH N.F.P.A. 13-2002 EDITION FOR ORDINARY HAZAI GROUP II OCCUPANCY.ALL EXIS11NG AND NEW DESIGN AND INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. PAMPHLET 13 AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPT. GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND UL AND/OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE W1TH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WEY PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FiRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS SHALL BE INSTALLED AT LEAST 4" FROM EDGE OF CEILING TILES 8 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS 9 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS FIELD / LISTING NOTES 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT). 2 GROOVED END PIPE FROM 2-1/2" THRU 8" TO BE SCH.10 (IMPORT) 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 4 ALL THREADED FITTINGS ARE TO BE 175# CLASS CAST IRON (IMPORT) 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 6 ALL HANGER RODS TO BE FIELD CUT 7 BELOW DECK ELEVATIONS ARE FROM STRUCTURE NOT FROM BOTTOM OF INSULATION IF PRESENT. 8 AVOID BLOCKING ANY ACCESS TO HVAC UNIT OR REMOVABLE ACCESS PANELS. FLAG NOTES ADD 1' TEE ON USING SPRIG -UP FUR NEW ARMOVER. PAID JAN 21 2011 TUKWILA FIRE HYDRAULIC DESIGN DATA IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures dryfor pipe deluge and other types of valves P P 9 YP controlling water supplies to sprinkler systems.UNDERGROUND This drawingand the information and design application herein 9 PP contained Is the property of TYCO FIRE & SECURITY Sim IexGrinnell P P Y/ P and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of StmplexGrinnell. Created by the SimplexGrinnell , 'ATI rights reserved'. `Copyright by SimplexGrinnell 2001 CONTRACT RESPONSIBILITIES ITEM SlmptexGrinnetl/BY OTHERS SYMBOLS I I Hydrarlla Reference Pont ��„ pG oat. vat." L HRs (Gv) 8 Hadar srttdn osanr .valve (0S&) 1 Lin. D«Whatah .--..4. Ee thquake Brodeg Butterfly valve b Ft. o.pt(�vc) Frost ndba vie. (�) �e Hydrant (3 Way) Thrust Btodc Key Gate sactbnd Valve wt h Rooalaray Box Fla How A serady Inspectors Teat dabs VaM M. Ve he Dry pip' valva SPRINKLERS REREM. NAME1N0.GPM HAZARD CLASSIFICATION DENSITY GPM/SQ.FT. AREA OF APPUC. HOSE ALLOW. SQ. FT. /HD. TOTAL SYSTEM REQUIREMENTS ABBREVIATIONS Ac - Above Ratted oaet+g 1� SYSTEM TYPE El Daum ■ SPECIAL REQUIREMENTS, • DOMESTIC PIPE • SCHEDULE 40 • SCHEDULE Bo PSI AT MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. AFF ,�,� Raked STREET WATER CONNECTION N/A TYCO —� PENDENT TY -FRB TY3231 5.6K 155 CHROME STYLE 10 CHROME WRENCH W -TYPE 7 Q 1 1 BOB - g� Rye Wing - Bottom of Beam Bao - Bottom of Dedra BOJ -Bottom or ,blot BOP - Bottom of Pw8 HV - Ho.. Vahve CRY • ar�tcnaH • WATER MAINS N/A '4' --L o® -s -S- ) '4' * 2 APPROVALS EXCAVATIONS N/A 3 -�- Hangar Alarm Valve (ALV) �� banes"_ Union • GALVANIZED PIPE BAOK RLL N/A 4 Marl' ■ 241Y ■F" • GALVANIZED RTnNos ■ GALVANIZED MATERIALS ■SPECIAL FITTINGS • F.M. MATERIAL WRING BY OTHERS �'� Bae Screwed Cap WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE lac Hot h CaMrxt NTS - Hat to sad. OBJ - open BQ Joliet SP- Standpipe - Tap of Rem TOP - rap of Puffin � _ Tom; Noted OUT PAINTING ,p• thaw uotor omg (two) •13• —D Hoofed BY OTHERS or Pp Baba Rattan of Dade -a tanker Chad` valve PSI PSI. WITH GPM FLOWING OUT e+ —a Screwed Rug 4.12'-4' t of Pipe Above Ret. Ran. -Pw Seng Check Valve -a- Q d w (�) (LD 01G4) Elevation Change h POe -ID- Flaw Cenn'ouan __� DePt-�(st,d d) TEST LOCATION- OUT w BY: TEST DATE: I. • OTHER C (not thn door) ® Syatern Meer --r . DeptCann.(Rus h) (FDC) - TOTAL THIS SHEET - 2 our w l , 10 11 12 0 0 0) Cnt 0 Cn a) 00 '^ �. o0 v J� amp x Q� Q O at3 E Ego) g, P,E4 :41 1' v LL() — - '— r I rnrnrn (0CDCO N N N REVISIONS - SEE FLAGGED AREA ON PLAN m 0 co T4. ISSUED FOR INSTALLAl1ON: W ro cc 8 J E Z a cocc w ccecu. E SCALE: AS NOTED DRAWN BY: MATTHEW BOE CHECKED BY: ALAN MAHAFFIE DATE: 01-13-11 CONTRACT NUMBER: 000000000 SHEET NUMBER: SHEET 1 OF 1 12 7?lcl 7C' da let,Aree 4144.001NSIP:00'• • •<• • .,.,....-. • .1: CorrIrnents Letter These ••••-•-•,. --.• st ad .• • ,.t 7 ;;.d71 rieslgrier. Asia • . drawings after this rC St:ti require a ;-cr subsequent approval. Final acceptano? is Si.1D.ifZCt: tO Acietd test nd inspa-^tch by The Tukwila Fire Prevf.-:nC,on L.1 Date: a - v The Tukwila Fire • current City crrors and of adopted • - f• or the ; Please cLii 206-1;7407 .ind give this Fir ermit No. - 0 S- and exact address for shut- down or restoration approval. 4,-1-;h1.) 61.4vAce5 6-t. pI.. l411,1 cool 44 Nti- -Eh & kr...A 1 1, 1A04.sitte (Au...14 s p s 6,,,,,,,L‘ws • ti nyt Akoa,„ Cvlisvc>k" 660" • Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing • 2t113 TUKwILA FIRE -546-2753t. FIRE DEPT. KEYLOCK B .�„ 75 d SUNGLASSES (1012B I DISPLAY WINDOW 178 I,, ( DI SPL.IAY WIfDW`' 11501 -t- 1154 TO PP_2 • NAC 1 115 d 1154 -11' ,...)_�. \J 1009 1 11 1154 A el t6 d NEST 173 j • 11501 1154 1154 1164 1154 '—I:20-- UP TO STORAGE ABOVE I1014I 1154 - ( 1115 cal FE 3 r `VES I I ENTRY VESTIBULE [ 120 A i f +<I3001 TO PIS 1 - NAC 2 J 1154 TORS2•NAG 2 TOFACP•SLC 1 n 1154 WEST ENTRY 12013 3 ACC Sod D R `_. 124 1 2 1 r- - -- 11601 1154 `I € 1501 IOILI I ( 131 1 c Accc VEST 1122( 'G.YV 16 d �\ •1 30d 30 551 T F,, ID 27 I.; L MF...N'S 0t)�=A 1003 • 1154 1154 1001 1 ESCA t r1 - 4 ..P ;R SE... 101& I1 r ( 1002 ESCALATOR SEATING 110151 (10071 ELL LOBBY 145 1 VLS.I.. ( 146 PASSENGER - x169 11501 -j- 115 4 r- VLSI 1 144 --{y{1 1754 p.80VE EILING 1154 VEST 162 1164 TOPlS2•NAC3_ 11 004 TO PNS t_ NAC 3 FU N 11} s 1 ••x 1 1154 O MEN'S CLOII•II D R 158; .... \1J 75 d 1154 NORTH ENTRY [ 150131 30 01 f'1 rllf! 1 D!SDI..AY WINDOW ! 141 -1 NORTH EN -R VEST BUL..E 150A L ABOVE CEILING 1 Ad 15d r MEN'S OTHING D. R _-15 • 30 al 1154 4 3 2. ACC NAEN/1 i CLOT 1 DOS , C) --04- 1501 6 '-1 5 ACC 41. OF CONNECTION TO EXISTING POST INDICATOR VALVE (PIV), VERIFY EXACT LOCATION IN FIELD PRIOR TO START OF WORK, F.A. ID 17, 6 it /©v c 2 Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 DATES SUBMITTAL: REVISION: SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -2 [..._. ..1 I P 30 cd 30x1 30 cd F.A. ID 66 TO FACP NAC 1 DOOR POWER • TOP153-NAC 1 v 15 cd — — 7 8 9 10 STUDIO 121 D R 206 V-eK MD , --LOUNGE 208 l 1 30 cd MD PC MD 115 a n 6 FECH 30 c1 • 115 d 30 cd 4, 5 TO SHOP D R 202 2 ACC 1 115cd 115 cd 15 od 30 cd LOUNGE 1201 :DR.)! } 2.008 C • 115 cd FE VEST 292 115 Cd 29212.± NAO 1 .9 30 cd n DBL A I!�) VI DUAL 10(• 116 cd L) 2007 ST 3D cd 1150.1 n 2006 TOP/33• NAC 2 115 cd TOP1S4_NAC 2 TO FACP • SLC 1 15 cd 4. 5 6 7 SAVVY D R 1 284 30 cd 1 tsr' t.t 1� S 1 �, VVY ..., v 200581 115x) 75 W FEHC LOUNGE 277 7 ACC 6 177 cd t.d276.b. 1D R -®---J1 116 Cd FE f.)1.11\!F) 224 j 5 14 13 ACTIVE AND SWIM D R 226 1 1 NCC l \ 116 cd 15 cd .. 6 10 15 cd :i.___._. 18. n1.1 11.- "D 11... l �1 \`1 2001 lV1 115cd J UP TO THIRD / UP FROM FIRST DOWN TO FIIRST 7........... / DN FRAM THIRD OPEN TO BELOW1:11-11.1- L 115 cd :•S ELEVATOR ID B.), 1 269 2005A 0. FEC I VEST I I ' I 268 / Ii I / i E r- / K./ /7 2D04 n 115 cd IRICAL PANEL =1 Li vii0MEN iS TO LEI) 272 ,1442 300d 9 IQP -I+ 1— 115 cd `w FECH JE...ST 260 D T 200L. r , l T 115 cd =� Oi, 115W TO FACP NAC MOOR HOLDER POWER) TO FACP - SLC 1 ................. --- 'ARRATIVE /P= TI f E.S D R 243 2 ACC T J TOP1S3•RAC 3 0 :19 ..._ 3 E 1 1 2D03 OF VI 1 VV 61'115 W LJ L DRESSES/POINT T OE VIEW D R 16 cd --� 257 I _3 ri � I 5 11 4 1 DBL A DSL A mfr item num • • 4(1 od 8 15 Cd —01—^A^- 15 cd PG' 04 115 cd 30 3 5 30 cd A ►4•I 75 cd [ 1 LIn Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 SEE DETI/W FA -8 (11) Sod 1154 1501 n 1501 GIRI..'S D R r 3,33 1501 15 cd Sod 15d 1501 15 d ,i ; 30d VEST 316 1501 MOTI'1ER'S ROOM E.._343 1 15d 11501 04 3, B. II- \1 TODD Li )\`\D' FIRS ALARM CONNECTION FOR MUSIC SHUTDOWN, TODDI E f... ; ' 3009 L). LOUNGE I '42J 3601 BOY'S D FI 344 1 6- 16 1 AC!. CI J SD CUSTOMER SERVICE _301J 15d 75 d 15cdd VEST 394 11 3'06 n1::? , I.. ' `)' \\:) ; I 11._ c.) .J I 3007 115 al / A 150 r r• �a7 ---- — -_---J 1393ECOIE [, R L—_—.....et_— 15 cd j' 1501 j1 I 4 ACC KIDS' W E AR fC)Y; 3012 1, u P/S 8 NAC 2 I C PLS 3011 6G- 115 d 04 J VD.; l:0 1 3 510 11 19 13 3001 6 9 78 I BP LE.) R r: 1 ACC L 19 18 FIR. AJAR CONNECTION FOFd MUSIC SHUTDO ,#I . 11501 115 01 x L 3005 6:(1115_c_d 1._OBB ELEVATOR 386 t. c. LI '\ GIRI 30104 115 d •\ D 3001 1501 1501 VEST 355 11501 11501 P/S5NAC3% 11501 SO I SO cd I: A I.....1 \ t .- ...I F.- [ 3002 ... 13002 3003 115 01 Y L 4 30 cd LINGERIE D R 381 j 3 I 2 j�. 115 d -01- 75 75 01 15 cd y •. 0 VEST \\ 375 15d THIRD FLOOR FIRE ALARM PLAN SCALE: 1/8"=1'-0" r —"""".8,111811ItNINW••••— Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 1160d ......... ........... 115o UPPER COSMETICS LEVEL SCALE: 1/8" = 1'-0" aCtILAC1... 115 Col : I ....... i1. 115cd -e- 115cd .". 115 Cd 115 Cd / , / / / C2-- UPPER SHOES LEVEL SCALE: 1/8" = 1-0" • 1 • • :/ • Y‘ I z • • -484- 115 Cd • J 11501 TO FLOOR BELOW • ..... • , N. ,A ..):, / • \ ./ • / • / • • ../ • • / • / / • • / • / • • / • . „! .. . ..... '71 : • • • • A 1 4 FACP SLC 116 ed • .... i!1 FACP NAC 3 !! 115=1 . 1 . 1,4 4 4 4 4 4 • r:„ „•\ 4 ... 4 4 • A 4! 1501 1501 1.• r i 15Cd 11501 _J 5 5 e-- 115011 I 1501 11501 4 .1. A2, A 4 A , A2, 4 ' A 4 •4 • , .A A ; A 5 .5 11553' LJ 11551 .................................................................................................... • .................... ........................................................................................................................................................................................................... C--) MEZZANINE LEVEL SCALE: 1/8" = V-0" Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 DATES SUBMITTAL: REVISION: SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -5 Device Descriptkin 16$20XL, 5860 Unused Battery Calculation Worksheet - FACP (all currents stated In mA) mA Draw each *of Devices Stand F3y tam Devices . 140 : iso Total mA Draw Stan4BT .....Alarm.... •:: • 280 •••'• Total System Currente0Aggi;'.1,iii.i ••• 180 ' 310 Initiation Devices IA 814itolp aedlEAT sft-truttsA feadteLAY 81441ELAY8 SK-NONIMON C01224TR rY 0.3 0.3 0,3 6.5 11.1: : 240.5 68 1.2 26 0.145 0.3 0.145 0.3 0375 5 6.75 90 20 40 20 40 1504-AC045 Unused Unused De Totals •NotelcationAppl' lances (list all) NAC 1 (DOOR HOLDERS) 0.15 0 0 39.795 0.15 0 0 0.9 0 0 397.6 f 0.9 0 0 Moult 1 Totals 0.9 0.9 PC2RO Med SCR@ 116ed Unused NAC 2 (SHOE5TOCK1ZAN1NPo 0 0 210 205 0 0 0 0 840 615 0 Circuit 2 Totals 0 PC2RQ115cd SCR g) 'Hied PC2RQ 16cd NAC 3 (HN4ICALAMNE) 0 00 210 71 69 Circuit 3 T 0 0 0 0 1456 I 2100 213 69 2382 Unused NAC 4 MAY:MM:i 0 0 0 0 Moult< Totals , ..... Notification ApplianceaTotal Design Voltage 0 0 24 • Voltage Drop Calculation Worksheet Circuit 81 Length 450 • Amp Draw Wire Gauge Loss per 100' Voltage Drop •:0.0009 14 0.00045 0.90294 Voltage Drop Voltage at EOL 23.9980 0.0085% arcutt 42 Length 200 Amp Draw Voltage Drop VVIre Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.73 1.47 22.53 6.11% Circuit #3 Length 220 Amp Draw 2.382 Voltage Drop Vero Gauge • Loss per 100' Voltage Drop Voltage at EOL % 14 1.07 2.35 21,65 9.81% Moult 64 Length Amp Draw 0 wire Gauge .Loss per 100' Voltage Drop 14 0.00 0.00 . . . Voltage Drop Voltage at EOL 24.00 0.00% Standby Hrs. Alarm Sounding Minutes Total System Standby mA Total System Alarm mA Summary Section Required 24 6 220.696 4545.5 /Waist,* • 6000 6000 Total System Standby Ah 5.297 7 Total System Alarm Ah Min. Ah Battery Derating Factor 0.379 5.676 20% 7 Battery Ah 8.811 7 :649$ Battery Calculation Worksheet .Power Supply 1 (1st Roor West) Device Description (all currents stated in mA) # of Devices mA Draw each Stant! Ely ; Alarm Total inA Draw Stand By Alarm System Devices . .160•40 tem Current1•6;4"Mi::";i. 160 Unused Initiation DeviceslAuxIllary Devices .„: . ; Device 0 • ::. 0 0 PC2R @ 30cd PC2R@116cd SCR @ 30cd P2RK 76cd Unused Notification Applisinces (list all) i4A0... .. „:„ _. „. :, .: ..... , „ , ................. , ....... ., ..... , ........ , , , , O 97 00 1149;40 O . 210 O 96 0 192 0 176 0 176 O 0 Circuit 1 Totals NAG 2 PC2R @1•16cd SCR e2 30cd PC2R @ 30cd Unused Unused 0 0 0 0 0 210 96 97 0 0 0 0 0 PC2Re116cd SCR a 30cd PC2R @ 30cd SCR @ 16cd PC2R @ 16cd Circuit 2 Totals NAC 3 0 840 96 97 0 0 1033 0 0 0 0 0 210 96 97 71 69 Circuit 3 Totals NAC 4 Unused 0 0 0 0 0 0 420 192 194 71 69 948 1 0 0 0 0 Circuit 4 Totals O 0 NAC 6 Unused 0 0 0 0 Circuit 4 T 0 0 NAGS Unused 0 0 0 0 Circuit 4 Totals O 0 ........................................................ ' DESIGN OUTPUT VOLTAGE 24 . . . .. . . Circuit #1 Length 250 Voltage Drop Arne Draw Wre Ga uge Loss per 100' Voltage Drop Voltage at EOL % 2.032 14 1.02 2.56 21.44 10.67% Circuit #2 Length 300 Am p Draw WreGauge 1.033 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL % 0.52 .• • • 1.56 22.44 • 6.51% Circuit #3 Length Arno Draw 350 0,946 Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL 0.48 1.67 22.33 6.95% Standby Hrs. Summary Section Required Alarm Sounding Minutes Total System Standby mA Total System Alarm mA Total System Standby Ah Total System Alarm Ah Mn.ABattery Derating Factor Batt!, rYAh . 24 6 40 Available 6000 4171 6000 0.980 7 0.348 1.308 20% 1.569 7 Battery Calculation Worke beet - Power Supply 2 (1st Roor East) ....... (all currents stated In mA) Device Description mA Draw each # of Devices Stand Alarm Total mA Draw Stand By Alarm System Devices 4 160 SY•ten1 CUrrentMaglitMi?''t • • Unused Initiation Devices /Auxiliary Devices f.;171111;FANE Device Totals iiiN:'•••;"'i"F.0.4;i5"'il";;-7.'."1"' 0 O 1 PC2R @ 115cd SCR 115cd Unused Unused Unused Notification Appliances (list all) NAC 1 0 210 0 205 0 0 0 0 0 0 0 0 0 1470 205 0 0 0 Circuit 1 Totals •A:45484V1 0 1675 C2 PC2RG 115cd SCRG 115cd Unused Unused Unused 0 0 0 0 0 210 205 0 0 0 0 0 0 1470 410 0 0 0 Circuit 2 Totals 0 1880 C3 PC2Re 115cd SCR @ 75cd SCR@ 30cd PC2R @ 15cd Unused 0 0 0 0 0 210 153 96 69 0 0 0 0 0 0 1260 153 96 207 0 C.Irc ult 3 Tots is 0 1716 Unused NAC 4 RilEMPRIEn 0 0 0 0 Circuit 4 Totals 0 MACS Unused 0 0 0 0 Ctrcuit 4 Totals M.:,••iiiktrigg..N. 0 0 NAC 6 Unused 0 0 0 0 Circuit 4 Totals .. 0 0 'PA/491.. DESIGN OUTPUT VOLTAGE 24 Circuit #1 Length Amp Draw 200 1.675 Voltage Drop Wre Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.84 1.69 22.31 704% Circuit #2, Length Amp Draw 225 1.88 Voltage Drop Wre Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.95 2.13 21.87 8.88% Circuit #3 Length 250 Voltage Drop Arno Draw Wre Gauge • Loss per 100' Voltage Drop • Voltage at EOL 1.716 14 . 0.87 2.18 21.84 9.01% Summary Section Required Standby Hrs. 24 Alarm Sounding Minutes • Mita! Sisteni.Standby rnA Total System Alarm mA Total System Standby Ah 5 40 5431 0.960 Total System Alarm Ah Available 6000 6000 7 0.453 Min. Ah Battery Derating Factor 1.413 20% Battery Ah 1.695 7 Battery Calculation Worksheet - Power Supply 3 (2nd Roor West) (al currants stated in mA) Device Description mA Draw each Total mA Draw # of Devices Stand By : Alarm Stand By Atom 6438 ' System Devices ..... ..... • . . ... . : . .... ;.• :40. • ; '160 40 ..... 160 Tot system : 160 on Devices / Atttilla ry Devices MITTIZOIMM 0 0 e Totals iiiir4gri$1.:<4.4K:V.M• on Appliances (list II) NAC 1 SCR 015cd PC2R 115cd PC2RG 30cd SCR GliScci 0 0 0 71 210 97 71 O 284 O 640 O 485 O 71 rcult To Is taa 680 C2 PC2R G 1150d PC2R filed PC2R 30cd Unused Unused 0 0 0 0 210 69 97 0 0 0 0 630 207 194 0 0 rcutt 2 Totals WOW: 1031 PC2R@ 30cd PC2R G 115cd PC2R lScd SCR@ Illcd C3Unused 0 0 0 0 97 210 69 71 0 0 0 0 0 0 194 630 276 71 0 3 TotaIs 1171 Unused C 4 7-:777Ftr7.7 Circuit 4 Totals Unused C 5 EMOVIIM mutt 4 TOta elil;g1ZIAgelN!'01 NAC 8 Unused Circuit 4 Totals 0 0 24 CIrcult#1 Length Amp Draw 200 1.68 Wire Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL 0.85 1.69 22.31 7.06% Circuit #2 Length Amp Draw Wire Gauge Loss per 100' 225 1.031 14 0.52 Voltage Drop Voltage Drop Voltage at EOL 1.17 22.83 4,87% . . Circuit #3 . ... • . Length . Amp Draw 250 • : • 1.171 Voltage Drop Wire Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.59 1.48 22.52 6.15% „--- ................ „--ry„„„ ........ Sftrani a ry Section • • ......... • • Required StandbyHrs. Alarm Sounding Minutes 24 6 Total System Standby mA Total System Alarm mA 40 4042 Available 6000 6000 Total System Standby Ah 0.960 7 Total System Alarm Ah Min. Ah Battery 0.337 1.297 Derating Factor Battery Ah 20% 1.658 7 Battery Calculatlon Worksheet - Power Supply 4 (2nd Roor East) (all currents stated In mA) mA Draw each Total mA Draw Device Description # of Devices System Devicea., 5496 : : : • • ;:••4? -,44:::::::::;;;;,::: .• ; Total System Current;.i',;:m.j.k.gt:St,mii initiation Devices /Auxiliary Devices • • 1 • '• o StandSy 40 Stand By • Alarm 0 0 • 0 Device TotaistROV,V9.4;'$':"'.‘. 0 0 PC2R 115cd SCRta 115cd PC2R@ 75cd PC2R 30cd PC2R 15cd PC2R 177cd SCR@ 30cd SCR@ 15cd Notification Apliancera (list all) NAC 1 0 0 0 0 0 0 0 0 210 205 157 69 288 96 71 0 0 0 PC2R6115cd PC2R 30cd PC2R 15cd scR 15cd Unused Circuit 1 Totals MC2 ^NM 420 615 157 291 138 288 96 142 2147 0 0 0 0 0 210 97 69 71 0 0 0 0 630 97 138 71 0 PC2R G 115cd PC2R 30cd PC2R G 15cd PC2R G 75cd Unused Circuit 2 T RAC 3 0 936 0 0 0 0 0 210 97 69 157 0 0 0 0 0 0 1050 194 207 157 0 Circuit 3 Totals 0 1608 lUnused Unused NAC 4 Eng011SM 0 0 0 0 Circuit 4 Totabi 0 0 NAGS MONICOMM Circuit 4 Totals Unused NAC 6 P777417....71 Circuit 4 Totals 4691 • DESIGN OUTPUT VOLTAGE 24 Circuit #1 4P911.1 225 Voltage Drop Amp Draw Wre Gauge Loss per 100' Voltage Drop Voltage at EOL 2.147 14 1.08 2.44 21.56 10.15% Circuit #2 Length Arno Draw 250 0938 Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL % . : • : . :0.47 1.18 : 22.82 Circuit #3 Length 275:: Amp Draw 1.608 Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL .0.81 2.23 21.77. , 9.29% Summary ction Required Standby Hrs. 24 Alarm Sounding Minutes Total System Standby mA 40 Avallabie 6000 Total System Alarm mA 4851 6000 Total System Standby Ah 0.960 7 Total System Alarm Ah 0.404 Min. Ah Battery 1.364 Derating Factor 13atteryAh 311111111•64, 7 20% 1.637 ..momemmvautym, ... Battery Calculation Worksheet - Power Supply 6 (3rd Floor East) (all currants stated In mA) Drawiaach Device Description Total mA Drivi # of Devices ...Stand By Alarm Stand By : Alarm.: System Devices 40 160 40 160 Totat Unused Initiation Devices/Auxiliary Devices • • •0 o Device *Ratak; M.:4041046 • NotWication Appliances (1Ist all) PC2RO Med ScRcj 15cd PC2R 15cd SCR @ 30cd P 2R lScd NAC 1 210 71 • 69 96 • 157 P 2RG 115cd P 2Re 15cd SCR 15cd PC2R 30cd Unused arc La 4 Totals NAC 2 0 „ 630 0 : 568 O : 207 0 192 O 314 O 1911 0. 210 69 71 97 0 630 142 291 0 Orcult 2 Totals 0 1083 PC2R G 115cd PC2Re 15cd SCR 30cd P2l*(i 75cd PC2R G 30cd Unused 210 69 96 176 97 arcuit 3 To Is NAC 4 Fil7Pro70=7: 630 138 192 176 388 1524 Circuit 4 Totasnlkiq,.1":":::.'j o Unused mr.lrAtn(ii( Circuit 4 Totals 0011%:40A1.0f.i.iii1Q Unused NAC 6 filii714412e,R Circuit 4 Totals 0 " • DESIGN OUTPUT VOLTAGE 24 Circuit #1 Length 250 Amp Draw 1.911 Voltage Drop VvIre Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.96 2.41 21.59 10.03% Circuit #2 Length 275 Amp Draw 1:063 Voltage Drop INtre Gauge Loss per 100' Voltage Drop Voltage at EOL 14 0.54 1.47 22.53 6.14% Circuit #3 Length 300 Amp Draw 1.524 Wre Gauge 14 Voltage Drop Loss per 100' :! Voltage Drop Voltage at EOL Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes Total System Standby mA Total System Alarm mA 5 40 Available 6000 4858 60 00 Total System Standby Ah Total System Alarm Ah 0.980 7 0.388 Min. Ah Battery 1.348 DeratIng Factor 20% 1172210' ............. Battery Ah 1.618 7 1 BATTERY CALCS - FACP } SCALE: NTS BATTERY CALCS - POWER SUPPLY 1 BATTERY CALCS - POWER SUPPLY 2 SCALE: NTS SCALE: NTS BATTERY CALCS - POWER SUPPLY 3 SCALE: NTS BATTERY CALCS - POWER SUPPLY 4 SCALE: NTS BATTERY CALCS - POWER SUPPLY 5 SCALE: NTS i:5496" ": ... ... Battery Calculation Woikiheet -Power Supply 6 (3rd Moor East) (ail currents Stated in mA) mA Draw each # of Devices Stand By Alarm System Devices gOleViiMieVa .."!:• • ..'"160: :•:•-,. Device Description Total mA Draw Stand By Alarm 160 Initiation Devices /Auxiliary Devices • ••••••:.• 0 .• .: 0: . .,,'DeVice Totals • Notification Appliances (Ilst all) P 2R@ 115cd SCR@ 15cd PC2R @ 15cd SCR @ 30cd PC2R 75cd P 2Re115cd PC2R@ 15cd SCR @ 15cd PG2R±j 30cd Unused NAC 1 0 210 71 69 96 157 0 0 Circuit 4 T NAC 2 630 568 0 207 192 314 1911 210 69 0 71 97 0 630 142 291 0 Circuft 2 Totas0:0408ng PC2R@ 115cd PC2R @ 15cd SCR@ 30cd P2RK 75cd P2R @ 30cd Unused 0 .210 69 0 96 176 97 ClrcuIt3Totals 12 NAC 4 630 138 192 176 388 1524 Circuit 4 Totals Niamdi Unused NAC 5 arcuit 4 Tote is • Unused NAC 6 arcult 4 Totals DESIGN OUTPUT VOLTAGE 24 Circuit M1 Length Amp Draw Voltage Drop Wre Gauge Loss per 100' VoltageDrop Voltage at EOL 250 1.911 14 0-06 2.41 21.59 10.03% Circuit #2 Length Amp Draw 275 1.063 Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL % • 054:: : 1-47 6,14% Circuit #3 Voltage Drop Length Arno Draw Wre Gauge Loss per 100' Voltage Drop Voltage at EOL 300 1.524 14 0.77 2.30 21.70 9.60% Summary Section Required Standby Hrs. 24 Alarm Sounding Minutes 5 Aval ble Total System Standby mA 40 Total System Alarm mA 6000 4658 6000 Total System StandbyAh 0.960 7 Total System Alarm Ah 0.388 Min. Ah Battery 1.348 Derating Factor 20% Battery Ah 1.618 ASINIMEna 7 , •.• ,.."Anli•17•%,•T•P P/S 5 - NAC 1 . ./ P/S 5 - NAC 2 P/S 5 - NAC 3 Ps Ps P/S 6 - NAC 1 P/S 3 - NAC 1 15 cd P/S 3 - NAC 2 P/S 3 - NAC 3 Ps P/S 6 - NAC 2 P/S 6 - NAC 3 P/S 4 - NAC P P/S 4 - NAC 2 P/S 1 - NAC 1 P/S 1 - NAC 3 P S Ps P/S 2 - NAC 15 cd BATTERY CALCS - POWER SUPPLY 6 SCALE: NTS 8 UNUSED SCALE: NTS UNUSED SCALE: NTS 10 UNUSED SCALE: NTS 11 FIRE ALARM ROOM DETAIL SCALE: 1 / 2" - 1' - 0" Equipment Legend Symbol Quantity Part Number Description Back Box Ea 1 5820XL. Fire Alarm Control Panel Included 6 5496 Fire Alarm Power Supply Included 2 5860 Remote Annunciator Included RA C.) 37 SK -PHOTO Photoelectric Smoke Detector 4" Square 4 SK -HEAT Heat Detector 4" Square 1 SK-PULLSA Manual Pull Station 4' Square F 152 PC2R Ceiling Mount Hom Strobe 4" Square 0 53 SCR Ceiling Mount Strobe 4' Square 3 P2RK Outdoor Hom Strobe Included 7 SK -DUCT Duct Detector INCLUDED ):( 7 RTS-151KEY Remote Test Swith for Duct Detector 4" Square CD10 BY OTHER Water Flow Switch w/ Input Module 4" Square 14 BY OTHERS Tamper Switch vd Input Module 4' Square 3 SK -RELAY Addressable Relay 4" Square MT' gar 24 SK-MINIMON Mint Input Module 4" Square /C) 1 C01224TR Carbon Monadde Detector 4' Square 7 1504-ACIN5 Magnetic Door Hold Open 4Square 1 SK-RELAY6 Six Relay Output 4" Square ki WIRE LEGEND A- 18 GAUGE 2 CONDUCTOR 'FPLP' B- 14 GAUGE 2 CONDUCTOR 'FPLP' C- 18 GAUGE 4 CONDUCTOR 'FPLP' D- 14 GAUGE 4 CONDUCTOR 'FPLP' NOTES: 1) ALL WORK TO CONFORM TO NFPA 72 AND NEC STANDARDS 2) WALL MOUNT HORN STROBES AND STROBES TO BE MOUNTED 80"-96" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER. 3) PULL STATIONS TO BE MOUNTED: A) 48" - 53" AFF B) WITHIN 5' OF THE DOOR. 4) FIRE ALARM CONTROL PANEL TO BE ON DEDICATED CIRCUIT 5) WIRING METHOD TO BE OPEN CABLE UNLESS BELOW 7' AND EXPOSED, THEN IT WILL BE CONTAINED WITHIN CONDUIT. 6) SMOKE DETECTORS TO BE INSTALLED: A) MORE THAN 36" FROM ANY HVAC DIFFUSER B) NOT IN CLOSE PROXIMITY TO FLUORESCENT LIGHTING C) AT LEAST 6" DOWN FROM PEAK IN SLOPED CEILING 7) ALL JUNCTION BOXES, MUD RINGS AND BOX COVERS TO BE PAINTED RED (INSIDE AND OUT). 8) EXTERIOR HORN STROBES TO BE MOUNTED IN THE TOP 2/3 OF THE BUILDING STRUCTURE FACING THE ANTICIPATED FIRE DEPARTMENT ACCESS ROAD. c4 et Et 0 0 CI 11. $1.1 es es c• 0 0 0 0 0 0 0 0 0 0 ME2ZANINE 3RD FLOOR 0 0 0.0 00 0 K. 0.0 00 K. 00 0.0 0.0 -n - - - "WrCialifgH>ODH)&-IX A0000A007:000004 1)0K,07.6 -1 11- -wv.c(§3-0-0-Ix8)-1)0-1>®-M3H)O-ND-I>0- II II 1! 000 0 la 0 0 0 0 0 0 0 0 00 1.0 1.0 0.0 00 00 00 00 00 -voret-C6-1:0-1X3>-I>010-IND-C®- 4D 10. K. K. 00 00 00 00 0,0 K! 0 0 0 0 0 1.0 0.0 00 0.0 00 K.! 0-0 0.0 1.0 2NO FLOOR ! JH _J O 0 0 0 0 0 O 000 +a O 0 -~(8HXD-1>®-DO-C43HXD-CO-DEO-- Or‘l 0:6 0 1ST FLOOR -J -J _J J 00 • 0 0 C o 0 (.5 0 CO 0 0 0 0 CO 00 O 0 SYSTEM OUTPUTS co 2 LU> - (1) SEQUENCE OF OPERATION CONTROL UNIT ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL tuate audible alarm signal Actuate common supervisory signal indicator Actuate audible supervisory signal Actuate common trouble signal Actuate audible trouble signal change of status Ei Actuate evacuation signals Transmit fire alarm signal toCentral Station Transmit Supervisory signal to Central Station Transmit trouble signal to Fire Dept Dispatch Release magnetically held rated doors elevators to primary floor cu 1 Elevators to alternate recall floor Activate Elevator Shunt Trip Breaker air handling unit Shut fire dampers 1 Manual fire alarm box 2 3 4 Smoke Detectors Heat detector Duct Detector 5 6 WaterFlow Sprinkler Valve Tamper 7 Dry System High/Low Air 8 Low Air Temperature 9 Short Circuit 10 Ground Fault 11 Open Circuit 12 Notification short circuit 14 2nd, 3rd 4th floor Elev Smoke Detector 15 lst fl Elev Smoke Detector 16 Elev Shunt Trip Power Loss LEGENDS SCALE: NTS NOTES SCALE: NTS 14 RISER DIAGRAM SCALE: NTS 15 SEQUENCE OF OPERATION SCALE: NTS Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 Ni Tukwi DATES SUBMITTAL: REVISION: SHEET TITLE DETAILS & LEGENDS SHEET NUMBER FA -6 10 11 12 r • 1 9e L_ J EXIST.( ¶]DI L Lr, Lr -J EXISTING 8" DI, CLASS 52 0 0o X w -ti T 212" FIRE HOSE VALVE 3RD FLOOR • 8" TO 1ST FLOOR BUTTERFLY VALVES WATER FLOW SWITCH 8" ALARM VALVE RELIABLE MOD. E WITH TRIM & RETARD CHAMBER 111 is Ir_ w a. N io 1110 It\ 4 alai _rr_ fmlom rrr_ • err_ cn 1 ■11 CO 8" OS&Y GATE VALVE WITH TAMPER SWITCH 2ND FLOOR T (B) i • • • (Fr/ EXISTING 8" DI, CLASS 52 EXISTING VAULT W/ DOUBLE DETECTOR CHECK ASSEMBLY YARD POST INDICATOR, AND 6" 4 -WAY FIRE DEPT. CONN. 111ftiPVIRE SPRINKLER UG PIPING PLAN SCALE 1/Er = 1-0 3RD FLOOR ISOLATION VALVE 8" OS&Y GATE VALVE WITH TAMPER SWITCH MIN 212" FIRE HOSE VALVE 2ND FLOOR ISOLATION VALVE 8" OS&Y GATE VALVE WITH TAMPER SWITCH o 6" UNDER MEZZ. 6" BUTTERFLY VALVE 1ST FLOOR EXISTING RISER "A" SCALE 1/4" = 1-0 0 1' 2' 4' 11111 GRAPHIC SCALE 8' 11111 I GRAPHIC SCALE 16' L2J LVL3B 3RD FLOOR 4VL2B) 2ND FLOOR ISOLATION VALVE 5" OS&Y GATE VALVE WITH TAMPER SWITCH 212" ARE HOSE VALVE 2ND FLOOR 3RD FLOOR ISOLATION VALVE 5" OS&Y GATE VALVE WITH TAMPER SWITCH 212" FIRE HOSE VALVE 01'" LVL1 B r 411.11,11111 1 ea • 1ST FLOOR ISOLATION VALVE 5" OS&Y GATE VALVE WITH TAMPER SWITCH STANDPIPE ISOLATION VALVE 6" OS&Y GATE VALVE WITH TAMPER SWITCH WATER FLOW SWITCH 6" ALARM VALVE RELIABLE MOD. E WITH TRIM & RETARD CHAMBER 6" OS&Y GATE VALVE WITH TAMPER SWITCH UGB)1ST FLOOR EXISTING RISER "B" SCALE 1/4" = 1-0 o 1' 2' 4' 11111 GRAPHIC SCALE 8' EXISTING 10" WATER FIG. 69R RETAINING STRAP ALL THREAD ROD NO LOCK �.� NUT REQ'D —1A OLCO TOP BEAM CLAMP, ROD, AND RING VIEW A -A FIG. 65 BEAM CLAMP aau Aim LOCKING THREAD CONNECTION ADJUSTABLE RING HANGER 4 • 4 .1 4 4 ' . • na . d 13-1 V, HIL11 HDI -P ANCHOR ALL THREAD ROD ADJUSTABLE RING HANGER HILTI HDI -P ANCHOR, ROD AND RING TOLCO FIG. 25 SURGE RESTRAINER FOR 1" AND 2" PIPE AND HANGER FIGURE 25 SURGE RESTRAINER E_1 47.nd Ave S S1'.2ridSt S 1ZCIui St / • 510 hSt S 144th St S 1 SQ tb .St 1.A 4. 1 v 57th Ave S :;_.152nd St ti , ���-' • Ft1L': Dent co 1r� cy �` sat:i st r, Wit. v`i S 170th St -? k!' S1:3rdSt 1`lf,t• Sp. S a6OtI1 Si 51...thSt 154, 'tin' E5'rti 'Id .:JJiit.f:oj'[ir i v1:311 Pond '. 'Palk Uoker 3IV7 Stzarder Slvc1 Ni:nkler $ivcl 0 P.•-ir':r; Lc:fC,:sclri ;1"tiLIStrilit. Park t.Iicro;oft Corparlian 2012 Nokia FIRE SPRINKLER LEGEND EXISTING PIPE: NEW PIPE: X ADDED PENDENT SPRINKLER: O A ADDED UPRIGHT SPRINKLER: OA RELOCATED SPRINKLER: crOR DEMO SPRINKLER: cel DEMO PIPE XXXXXX OWNER / OCCUPANT NORDSTROM, INC SEATTLE, AVE 68SUITE 01T 44070 CONTACT: GALEN DOLSTAD !N1 VICINITY MAP NO SCALE e "r, • p =::F e..ciE.:,_f Letter The Tuivg1la Fire current City 2.i.r ars .end ._.:.,,;}•i;- s violak.,:ons of adopted for the the dLsigner. drawings after will require a ri of,t;h; for siluseCIL:ert approval. Final 'acceptance i` st.t'o.iect to field test and Inspection by The Tukwila Fire pi 8ve idiotl Bureau. Date: By: • CONTRACT WITH: NEWLAND CONSTRUCTION COMPANY, INC 3300 CHESTNUT STREET EVERETT, WA 98201-4576 CONTACT: 425-259-9191 SCOPE RELOCATE/ADD (152) SPRINKLERS AND DEMO AS NEEDED IN REMODELED TENANT IMPROVEMENT AREAS AS SHOWN ON PLAN. ORDINARY HAZARD OCCUPANCY. TUKWILA FIRE D> PA:` Tij ENT Prase ca&9 206-575-4407 and give this Fire Permit No. and exact address for shut- down or nctoration approval; GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND UL AND/OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLERS SHALL BE INSTALLED AT LEAST 4" FROM EDGE OF CEILING TILES 8 ALL DIMENSIONS ON PIPING ARE CENTER TO CENTER FOR SUBMITTAL DRAWINGS 9 ALL DIMENSIONS ON PIPING ARE CUT LENGTHS FOR INSTALLATION DRAWINGS 10 ALL SPRINKLERS/DIMENSIONS SHOWN ARE CENTER OF TILE +/- 1/2". FIELD / LISTING NOTES 1 THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 2 GROOVED END PIPE FROM 2-1/2" THRU 8" TO BE SCH. 10. 3 ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 4 ALL THREADED FITTINGS ARE TO BE 125# CLASS CAST IRON (IMPORT) 5 ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 6 ALL HANGER RODS TO BE FIELD CUT PAID MAR 14 2013 TUKWILA FIRE r IMPORTANT CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above Finished Calling AFF - Above Finished Floor BC - Below Finished Ceiling -Batten of Beam BOD - Bottom of BOJ -Bottom of Joist BOP - Bottom of Purlin HV -Hose Valwe NIC - Not in Contract NIS -Not to Scale OBJ - Open Bar Joist SP - standpipe TOB -Top of TOP - Top of Beam Purlin TOS - Top of Steel UON — Unless Otherwise Noted SYSTEM TYPE WET ❑ DELUGE ❑ SPECIAL REWIREMENTS DOMESTIC PIPE ❑ SCHEDULE 40 SCHEDULE 80 ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in ITEM SimplexGrinnell/BY OTHERS Flow Switch (FS) -VI- Gate Valve - N.R.S. (GV) 'tiof' Fire Dept.Conn.(FDC) MAKE TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. REM. DENSITY AREA OF HOSE SQ. FT. TOTAL SYSTEM REQUIREMENTS DRY❑ PREAC ION ❑ AREA NAMTN0. HAZARD CLASSIFICATION G'M/SQ.FT. APPUC. ALLOW. /HD. GPM PSI ATBO8 enclosures for dry pipe deluge and other types of valves controlling STREET WATER CONNECTION I I Hydraulic Reference Point -11.- O Post Indicator Valve (PLV) -pro- OS&Y Gate Valve (OS&Y) Monitor Switch water supplies to sprinkler systems. UNDERGROUND WATER MAINS B Fire Hydrant (3 Way) une Designation �I APPROVALS my This drawing and the information and design application herein contained EXCAVATIONS 1 ._.....Earthquake Bracing Butterfly Valve Thrust Block Hanger its -7,- Alarm ave Key Gate nal Valve Valve (ALV) is the property of TYCO FIRE & SECURITY /SimplexGrinnell and/or BACKFILL A -$- with RoadwaySectioBox Main Designation union OUT IN CN,� subsidiaries and is loaned upon express conditions that the same be -,�- �p c Bell WIRING Screwed Cap Fire Hose Assembly 5 returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this PAINTING 3 o �,, Water Motor Gong (WIG) ® *13"¢ of Pipe Below Bottom of Deck —'D Grooved Cap Inspectors Test -s OUT IN F1' STATIC PRESSURE RESIDUAL PRESSURE drawing or any part thereof shall be made without written consent of —Q Screwed Plug -DI Wafer Check Valve WATER SUPPLY INFORMATION. 150.0 PSI 20.0 PSI. WITH 8001.OGPM FLOWING SimplexGrinnell. +12'-4" ♦ of Pipe Above Ref. Plane -rpt- Swing Check Valve -a- Globe Valve -p- Grooved Coupling OUT IN ❑ TEST LOCATION: SOUTHCENTER MALL Created by the SimplexGrinnell "All rights reserved".C (LcNo Ditto Elevation Chane to Pipe --pi- Flanged Connection •.•FIro Dept.Conn.(Standard)(FDC) -� Angle valve OUT IN - TOTAL THIS SHEET — 0 BY: TUKWILA WATER DEPT TEST DATE: Copyright by SimplexGrinnell 2005 (not thru floor) 0 System Riser .Flro Dept.Conn.(Flush) (FDC) Dry Pipe Valve la 1 2 3 4 5 6 7 8 9 10 11 12 I 21-1a > i2,7/ f0 2!:% cbLL cog'V 0 .c •F+ 0 Nco co cco 0) 0 N ra CNI in CD 0 CO 0 0 0 V r 1-- 1 1 1 — c— N N N 000 N N N REVISIONS — SEE FLAGGED AREA ON PLAN 1- 0 0 z SSUED FOR INSTALLATION: 315 44, � z 00 z z 3w SIMPLL*988BG SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE CHECKED BY: DATE: 03/07/2013 CONTRACT NUMBER:"►�� 68101 •• SHEET NUMBER: FP -1 SHEET 1 OF 4 10 11 12 G H co r x rv) 11 1!! 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'II • " I — - 7-7- -C)- -5-4-12 , i — - -;--- I It 5-4,i2 •4 .7- -,- • ---- t''' 1 i IL.. 1 \ —7-1— • Mos ••• ma owe •••• mom mooll \441,77.0•\ \ 1\a/ \/ \ Nt• E/ /\ / \ /!, ,/ „/\ , \,, \/, -/ \ /.‘. 1 • I I ( _ 1 1 IL ------- [ I ' r ;1IJIA Z.4 „,„ • _ E AR...EA% .1/ ‘;‘,•!,./ (../ / \: /\// AL \\ E \ • - ,h‘ A REM[OTE AREA 1 LJ • IMIMI MIRO • MINIS 'Os REM° 5."): 1003 I 1 I 1 I \\n \ v.\ , \ \ . / \!<!\\ _ 7./• I I ; - I \ krek I ‘211 1 1 1 I I' 1 1 I I I I I I i I 1 I I I i : 1 I I t• — I : t I i j I 2 1 11...21 1 ....$ 1 I - 1 1 X Remote Area 1 Flowing Heads 26 Wet / Dry Hazard Code Construction WET ORDINARY NFPA-13 NON -COMB Density 0.20 Area 2000 Len/Wid Ratio 1.2 Max Velocity 13.6 Start Head PSI VARIES Start Head GPM VARIES SOFT per Head VARIES Elev-Hd to Riser (") PSI -Hd to Riser Source Name or Location CITY CONNECTION PSI Avail at Source 147.6 GPM Req'd at Source 928.5 Inside Hose PSI Req'd at Source 56.3 Duration of Source --- Outside Hose Safety PSI 91.3 Req'd Source Volume --- 100 150 NOTES: Design: am/ 2000 sq.ft PER SPECIFICATIONS. /---- LI 7 , 1)1:)PLi:11 C FIG. 69R RETAINING STRAP NO LOCK NUT REQ'D 1 21i2 I • 1 1 ! ! , ; ! ‘‘II II ! - - : . • ' I, ; -- • - ;- ; ; --- ----- - - ---- -- - - -- - 1 - - 1 I , / 1 11 ; 1 ; 1 ' i 1 I ••, 1 I . 1 r-,-,-1 r I I ! 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I I 1 I 1211-21 Ci 0 0 0 ' 0 0 0 0 ' - !!2:6 _114 _ UORkI IOR 161 3/4 11.1;11 01.1II, NOM L Mgr NM .1111.1111.111DIME MOM NM, OMNI ME 11.2 P>O< 11 11 LOADING DOCK L167 STAIR 1S4 MIN NNW tt•—•-••-t Fit 3 11.2 10-C 1=- • \ / • • \ \ //\.// LOrH [[14 1 o 0 111111111 2- 2-6 RISER "B", SEE DETAIL 6" UP TO 2ND FLOOR 1ST FLOOR FIRE SPRINKLER PIPING PLAN SCALE 1/8" •• 1-0 0 2' 4' 8' 16' 1 1 1 1 1 1 GRAPHIC SCALE AREA OF WORK OFFCF / ALL THREAD ROD ir TOP BEAM CLAMP, ROD, AND RING VIEW A -A FIG. 65 BEAM CLAMP LOCKING THREAD CONNECTION ADJUSTABLE RING HANGER HIL11 HDI -P ANCHOR ALL THREAD ROD ADJUSTABLE RING HANGER HILTI HDI—P ANCHOR, ROD AND RING TOLCO FIG. 25 SURGE RESTRAINER FOR 1" AND 2" PIPE AND HANGER FIGURE 25 SURGE RESTRAINER FIRE SPRINKLER LEGEND EXISTING PIPE: mum MS Xi= atin NEW PIPE: ADDED PENDENT SPRINKLER: ADDED UPRIGHT SPRINKLER: RELOCATED SPRINKLER: DEMO SPRINKLER: DEMO PIPE YYYYYY cJ c\I 0 0 (.0 0 REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: SIMPLL*988BG w co cc w z co cc iL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE CHECKED BY: DATE: 03/07/2013 CONTRACT NUMBER: 68101 SHEET NUMBER: FP -2 SHEET 2 OF 4 -. • IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the SimplexGrinnell , "All rights reserved. Copyright by SimplexGrinnell 2005 CONTRACT RESPONSIBILITIES ITEM SImplexGrinnell/Y OTHERS SYMBOLS SPRINKLERS HYDRAULIC DESIGN DATAABBREVIATIONS AC - Above Finished Ceiling Finished Floor Finished Ceiling of Beam of Deck of Joist of Purlin Valve in Contract to Scala Bar Joist a Beam of PurlIn of Steel Otherwise Noted SYSTEM 'TYPE %ET DELUGE SPECIAL REcuREmENT's DOMESTIC PIPE 0 SCHEDULE 40 SCHEDULE 80 GALVANIZED PIPE GALVANIZED FITTINGS GALVANIZED MATERIALS SPECIAL FITTINGS F.M. MATERIAL OTHER 0 Hydraulic Reference Point -12- Mow Switch (FS) -04- Gate Et Monitor Switch -0.$41- OS&Y 1 Line Designation ._...4.Ecirthquake Bracing Butterfly Valve - N.R.S. (GV) 1.0* Fire Dept.Conn.(FDC) Gate Valve (OS&Y) .4._ Post Indicator Valve (PIV) »Ix Fire Hydrant (3 Way) Valve _4 Thrust Block Valve (ALV) .I. Key Gate Sectional Valve MAKE 'TYPE MODEL SIN NPT / K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. 110,.4. AREA NAME O. HAZARD CLASSIFICATION DENSITY GPM/SO.FT. AREA OF APPLIC. HOSE ALLOW. SO. FT. AID. TOTAL SYSTEM REQUIREMENTS AFF - Above BC - Below BOB - Bottom BOD - Bottom BOJ - Bottom Ba) - Bottom HV - Hose NIC - Not NTS - Not asJ - Open SP - Standpipe TOB - Top RV - Top TOS Top UON - Unless DRY PT STREET WATER CONNECTION RELIABLE PENDENT G R1015 1/2" K=5.6 165' CHROME RECESSED CHROME --- 0 20 GPM PSI AT RELIABLE PENDENT G R1017 3/4" K=8.0 165' CHROME RECESSED CHROME 3/4•C) 6 SEE ABOVE UNDERGROUND WATER MAINS APPROVALS CITY 2 EXCAVAIIONS Ili ...pl.- Hanger 41 Alarm BACKFILL 3 A Main Designation -41— Union .,4Electric Roadway Box Bell Motor Gong (WMG) opzy2 Fire Hose Assernbly Check Valve -s, Inspectors Test Check Valve -- Globe Valve Dept.Conn.(StandardXFDC)14 Angle Valve Dept.Conn.(Flush) (FDC) Dry Pipe Valve WIRING EXISTING SPRINKLERS 4 OUT CNTY IN *-13"t +12'-4' gmoc --3 Screwed Cap PAINTING . Water REUABLE PENDENT G --- 1/2" K=5.6 165' CHROME RECESSED CHROME EXISTING PENDENT SPRINKLERS EC) --- b of Pipe Below Bottom of Deck —4 Grooved CaP --4 Screwed Plug -Di Wafer g of Pipe Above Ref. Plane -NI- Swing -11- Grooved Coupling in Pipe Flanged Connection FTre OUT FM IN REUABLE UPRIGHT G --- 1/2" K=5.6 165' BRASS --- EXISTING UPRIGHT SPRINKLERS L 0 LO --- WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURE 150 PSI 20 PSI. WITH 8001 GPM FLOYANG OUT IN TEST LOCATION: SOUTHCENTER MALL ourao Elevation Change -41)-- 6.66.66 (not thru floor) 0 System Riser ....Flre - TOTAL THIS SHEET - 26 BY: TUK LA WATER DEPT TEST DATE: OUT IN 1 2 3 4 5 9 10 11 12 cJ c\I 0 0 (.0 0 REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: SIMPLL*988BG w co cc w z co cc iL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE CHECKED BY: DATE: 03/07/2013 CONTRACT NUMBER: 68101 SHEET NUMBER: FP -2 SHEET 2 OF 4 A B C D E F G H 2 LJ 3 4 Remote Area 4 Rowing Heads 27 Wet / Dry Hazard Code Construction WET ORDINARY NEPA-13 NON -COMB Density 0.20 Area 2000 Len/Md Ratio 1.2 Max Velocity 20.0 Start Head PSI VARIES Start Head GPM VARIES SQFT per Head VARIES Elev-Hd to Riser (") PSI -Hd to Riser Source Name or Location CITY CONNECTION PSI Avail at Source PSI Req'd at Source Safety PSI 147.4 75.7 71.7 GPM Req'd at Source 973.9 (Inside Hose 100 Duration of Source --- Outside Hose 150 Req'd Source Volume --- NOTES: Design: 0.20/ 2000 sq.ft PER SPECIFICATiONS. IJ 5 EG 6 7 8 AREA OF WORK '14EA-OF-WORD-\ Fri= �. --. e." u--- -t _� REMOTE -AREA -4 I - -- I ` 8-0- 1-0 i 1( ) I1 -o L_ AREA WORK ;II' I -, j] i I i ' 1 'ii ___l_ I 1-1r II I—I 1 -- I-11 ! 1 REMOTEAEA4 - -_-- ASP 1 —t O • I7 n - -, 9 rc) �-I rE3 10 (),,y1,Lr. d , _,1.. _ E Lel J T� T w; /HOLD 0 x ( 1, 14-1': r C) X i )� 'SI OFFICE SUPPLIES STOCK jkJjli -; ! PROOFF-I T ELEVATOF RISER "B'•, SEE DETAIL 6" DN TO 2ND FLOOR IF PE M ECI-I STAIR 351 _S 1d=0 -- - TERRACE r 373 ARE OF WORK 3RD FLOOR FIRE SPRINKLER PIPING PLAN SCALE 1/8" = 1-0 0 2' 4' 8' IIIII I GRAPHIC SCALE 16' AREA OF WORK 11 FIG. 69R RETAINING STRAP 12 NO LOCK NUT REQ'D Eg) \-12 ALL THREAD ROD TOP BEAM CLAMP, ROD, AND RING VIEW A—A FIG. 65 BEAM CLAMP LOCKING THREAD CONNECTION ADJUSTABLE RING HANGER HILi] HDI -P ANCHOR ALL THREAD ROD ��— ADJUSTABLE RING HANGER HILTI HDI -P ANCHOR, ROD AND RING TOLCO FIG. 25 SURGE RESTRAINER FOR 1" AND 2" PIPE AND HANGER FIGURE 25 SURGE RESTRAINER FIRE SPRINKLER LEGEND EXISTING PIPE: ina. ®X® NEW PIPE: ADDED PENDENT SPRINKLER: ® A ADDED UPRIGHT SPRINKLER: OA RELOCATED SPRINKLER: DEMO SPRINKLER: DEMO PIPE XXXXXX (2). 1i O a) co 0 co CD c co LL 61; O) Q CD 14, NCO Cly CO C4 C4 w aG3 rzl rn aE 0 0 0 CV 0 0 N O N REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: SIMPLL*988BG 1 re W LL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE CHECKED BY: DATE: 03/07/2013 CONTRACT NUMBER: 968868101 SHEET NUMBER: Fip.4 SHEET 4 OF 4 IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of TYCO FIRE & SECURITY / SimplexGrinnell and/or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinneli. " Created by the SimplexGrinneli "All rights reserved". Copyright by SimplexGrinneli 2005 CONTRACT RESPONSIBILITIES L StmplexGrinnell/BY OTHERSAKE SYMBOLS SPRINKLERS HYDRAULIC DESIGN DATA ABBREVIATIONS AC - Above AFT - Above BC - Below BOB - Bottom BOO - Bottom Bw -Bottom BOP - Bottom HV -How NIC - Not NTS -Not OBJ - open -Standpipe TP - Top TOP - Top TOS - Top UON - Unless Finished Gelling Finished Floor Finished CeAing of Beam of Deck of ,brat of Purlin Valve in Contract to Same Bar Joist of Beam of Purlin of Steel Otherwise Noted SYSTEM KT TYPE ❑ DEUJGE _❑ ■ SPECIAL REQUIREMENTS , ❑ DOMESTIC PIPE ❑ SCHEDULE 40 ❑ SCHEDULE 80 ❑ GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑SPECIAL FITTINGS ❑ F.M. MATERIAL ❑ OTHER I I Hydraulic Reference Point �L. Flow Switch (FS) '�" Gate O e Monitor Switch -D'1- OS&Y Valve - N.R.S.N.R.S (GV) Fire Dept Conn.(FDC) Gate Valve (os&Y) .4- Post indicator Valve (Ply) .QI Fire Hydrant (3 Way) Valve -1, Thrust Block Valve (ALV) Key Gate Sectional Valve TYPE MODEL SIN NPT K -FACTOR TEMP. FINISH ESCUTCHEON NOTES SYMBOL QTY. ARE AREA NAME/NO.GPM HAZARD CLASSIFICATION DENSITY GPM/sQ.FT. AREA OF APPLIC. HOSE ALLOW. SQ. Fr. /110. TOTAL SYSTEM REQUIREMENTS STREET WATER CONNECTION RELIABLE PENDENT G R1015 1/2" K=5.6 165' CHROME RECESSED CHROME --- ® 43 PSI AT r ❑ PREACiION UNDERGROUND WATER MAINS 1 SEE ABOVE 1 Line Designation ._-..�,. Earthquake Bracing 1 rll Butterfly • qTY ❑ exTY ❑ APP VALS EXCAVATIONS 2 -,g- Hanger Alarm BACKFILL 3 . A Main Designation -rlr-- Union Oectric '�' - with RoadwayBox Bell o® Fire Hose Assembly Motor Gong (WO Ins Inspectors Test check Valve -4 P Check Valve -3- Globe Valve Dept.Conn.(Standard}(FDC) -q1 Angle Valve Dapt conn. Flush4 ( ) (FDC) Dry Pipe Valve WIRING EXISTING SPRINKLERS OUT IN *13"¢ +12'-4" (illy,, a Screwed Cap PAINTING of Pipe Below Bottom of Deck —� Grooved Cop �, water —a Screwed Plug -DI Wafer 1F of Pipe Above Ref. Plane -g_ Grooved coupling -N- Swing Om) Elevation Change in Pipe -ifi- Flanged ConnectionFIro RELIABLE PENDENT G --- 1/2" / K=5.6 165' CHROME RECESSED CHROME EXISTING PENDENT SPRINKLERS E® --- rJ our IN RELIABLE UPRIGHT G --- 1/2" K=5.6 165' BRASS --- EXISTING UPRIGHT SPRINKLERS tO t0 --- WATER SUPPLY INFORMATION. STATIC PRESSURE RESIDUAL PRESSURESP 150 PSI PSI. WITH 8001 ( FLOWING OUT IN TEST LOCATION: SOUTHCENTER MALL C (not thru floor) syeter, Riser .Fire — TOTAL THIS SHEET — 43 BY: TUKWILA WATER DEPT TEST DATE'i. OUT IN 1 1 2 I 3 I 4 I 5 6 I 7 II 8 I 9 I 10 i 11 i 12 I O a) co 0 co CD c co LL 61; O) Q CD 14, NCO Cly CO C4 C4 w aG3 rzl rn aE 0 0 0 CV 0 0 N O N REVISIONS - SEE FLAGGED AREA ON PLAN ISSUED FOR INSTALLATION: SIMPLL*988BG 1 re W LL SCALE: AS NOTED DRAWN BY: ALAN MAHAFFIE CHECKED BY: DATE: 03/07/2013 CONTRACT NUMBER: 968868101 SHEET NUMBER: Fip.4 SHEET 4 OF 4