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HomeMy WebLinkAboutPP - 17100 WEST VALLEY HWY - UNKNOWN - PERMITS AND PLANS17100 WEST VALLEY HWY ASSOCIATED PERMITS 90-F-120 83-5-059 888-222 96-5-219 77-S-1042 889-227 96-S-064 76-S-1037 889-091 95-S-299 75-S-1032 877-038 88-S-050 890012 85-S-302 850232 FILE---->D:\DRAWING\CELLO NAME ---->Cello Bags STREET -->17100 West Valley Hw CITY ---->Tukwila DATE ---->5-31-90 HRS > 24 MINS> 5 BATTERY AGING %-> 33% CURRENT SUPV. ALARM SUPV. ALARM QTY DESC EACH EACH TOTAL TOTAL 1 1501 ESL Control 10 3534-2CT Smoke Det. 3 EH-DL1-R Horn 0.0150 0.0050 0.0000 0.0600 0.0500 0.0250 0.0150 0.0500 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0600 0.5000 0.0750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 TOTALS 0.0650 0.6350 TOTAL SUPV. x HOURS STANDBY 1.5600 TOTAL ALARM x MINUTES IN ALARM 0.0529 TOTAL STANDBY + ALARM 1.6129 TOTAL NEEDED WITH BATTERY AGING " 2.1452 AH BATTERIES TO BE USED > 5.0 Tv' Tv ■ 11 t v FIRE ALARM CONTROL PANEL 0 0 0 0 HRH I H - TO FOCUS 45 FOR TRANSMITION 120 VAC FIRE ALARV RISER DIAGRAN COMPUTER CONTROLLER STORAGE 4 EXEC VP PRESIDENT EUL ADMINISTRATIVE AREA 1 CONE ROOM MFG MGR CONFERENCE ROOM LUNCH ROOM SYMBLJLS LIST FACP FIRE ALARM CONTROL PANEL SMOKE DETECTOR HORN LIBRARY PLANNING TO FOCUS 45 FUR TRANSMITIUN v MAIL ROOM 4 ART DEPARTMENT FLDLJR PLAN SCALE! 1/8'=1'0' DARK ROOM 4 STORAGE SALES & SERVICE VP SLAES WOMEN J MEN - FILE ACCEPJED /WITHOUT COMMENTS ❑ 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 and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this department DATE /4d BY CITY OF TUKWILA 575 440/ TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No 5 - 6/7.-05 and :.xact address for shut - clown or restoration. approval. 17100 W VALLEY HWY 90-F-120 (' Z O f-, DESCRIPTI❑N 1 W < Q Q REVI ❑N I l� r� J W A W U 2 U W A a z W 0 ce a_ SHEET ADT -1 WORMRLO DESIGN INFORMATION SH NAME CELLO �__ c»p#1 y LOCATION 1_7 / 0o r.Esr y bl/4//4)4 i BUILDING EX JCJINCG CONTRACTOR 11)O/1.494LIJ PILE SylP 44.0 CALCULATED BY ,Q k)4-t.L L. • • • • • J rsP DATE 1Z)ICW,L, .89 CONSTRUCTION: $ COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY L/4)0/L7 PTA -A 46 SYSTEM NO .7{44 -Ad rl CONTRACT NO 7 2 0 024 3 DRAWING NO CEILING HEIGHT 10 FT. z df W ❑ NFPA 13: 0 LT. HAZ. ❑ NFPA 231 0 NFPA 231C: g3 OTHER (Specify) NFP4 30 ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. ; CURVE FIGURE 7-4-6LE C--C•2CR) O SPECIFIC RULING MADE BY DATE SYSTEM AREA OF SPRINKLER DENSITY AREA PER HOSE ALLOWANCE HOSE ALLOWANCE RACK SPRINKLER RACK OPERATION Qii1tE • WET • DRY SYSTEM TYPE 2.2 S 0 DELUGE • PRE -ACTION SPRINKLER •46/0A'4A' MAKE- SIZE TEMPERATURE SPRINKLER OR NOZZLE GPM: INSIDE cid 2 -MODEL S� GPM: OUTSIDE v 3 - K -FACTOR S'.6 2— ALLOWANCE— _ RATING CALCULATION SUMMARY GPM REQUIRED 757) PSI / REQUIRED 3 ..S— AT ASE OF RISER "C' FACTOR USED: OVERHEAD 20 UNDERGROUND / S7) WATER SUPPLY 1 DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOI & TIME PSI FLOWINGWELL RATED CAPACITY CAPACITY AT PSI ELEVATION PSI ELEVATION PROOF FLOW GPM LOCATION SOURCE OF INFORMATION COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION .....------- HEIGHT AREA AISLE WI1DT4 : METHOD: SOLID PILED °o PALLETIZED RACK % �,_4j Y a a Er 0 SINGLE ROW 0 CONVENTIONAL PALLET 0 AU e , . IfSTORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET G SOLID SHELVING 0 NON - 0 MULTIPLE ROW 0 OPEN ENCAPSULATED LONGIT FLUE SPSP:._ , IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING 0 . • TRANSVERSE FT IN. ONTAL BARRIERS PROVIDED TUKWILA FIRE DEPARTMEIV Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval, - FILE Yid WORNIFID FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS cLE. LLv E.A 6 JOB NUMBER BY Z200Z- z( IJ,n eJ Ltquiet' ler/ 01c ZJ z S'/1=rr nk e. 2.M C- 11 DATE SHEET 2 4 A -p2. 83 KA"' - G Z- I OF NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGSPIPE & DEVICES EQUIV. LENGTH FRICTION LOSS PSIIFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES lVra�ZTfE 4 LGTH Pt 12-9:, Pt o 141 FIT Pt Pv S - ( 0 ZQ . Z-5--14=0.1TOTAL 9 , /33 PI I. 2.o Pn q -2_1. l C. 1.327 LGTH Pt ILL i S Pt , FIT Pe Pv S -2, 0 41/•(-11 TOTAL 5 • 13 I S Pt 1 . 1 °p Pn Q Z 2.03 �• LGTH 3.S Pt I S-• 36 Pt T{— FIT o Pe Pv 3 0, ii •& G I TOTAL 1 1• S 13 (, 7 Pf I. S 7 Pn Q I LGTH Pt I (.. S 3 Pt )C.r i 4L�/ V FIT , (3 % Pe Pv �l �� �i Q TOTAL 9 Pf (.2-1 Pn tio Q iiS.(/9 2-061 FTTH j� . /To 6 Pt { A . l 5 Pt 14.1 s-.4.2. Ic r Pe Pv G 1J s 0 12 9 .1 3 TOTAL Z fo • E Pf 4i, 04 Pn 4 LGTH Pt 2 2. 1 9 Pt FIT Pe Pv F.; 0 TOTAL Pf Pn 5i11,IIZi✓R`I q .C¢ LGTH . O ?S2 Pt 7.0 0 Pt FIT Pe- L , L Pv - F� S - 1 Q 1 t• `) TOTAL .9.5 Pf , (o S Pn 7.00 c1 C q 11� , herr ar xs: LGTH Pt S, D O Pt t, // () X V X5-.04' 17.49 ) FIT Pe Pv S L p TOTAL Pf Pn Q (Y • `) J' LGTH 5i. 7 , 7i 7r Pt 7. A a Pt 3E T FIT I 1 Pe Pv L 2 S' 0 3Z•Se3-.1.049 > TOTAL 1S 7 Pf 4/.4) g 4 LGTH Pe Pt • k=,.3G Pv )(' A/) N 0 TOTAL Pf Pn ` Sou T1-14- LN f g J • I.0,{ e) LGTH 1 071 Pt A. 711c17.%Z Pt Y FIT Pe Pv C -1 0 / O D TOTAL°' Pf Pn Q • . . I y e 1. 3 LGTH Pt I I. I Z Pt FIT Pe Pv - L 0 y G . ? 4 TOTAL S . I O ) 'I - Pf . $ c -j Pn q `T[� Q/ `� LGTH a Pt / i • `9 4 Pt -t- FIT v Pe Pv 7 _0 Seo •1 O TOTAL I • 1 J`) Z, Pf 1. Z 0 Pn Q y LGTH Pt 1 3 . 1 (. Pt k = S''.45 FIT Pe Pv x -Al N 0 TOTAL o.)-- .10'i L Pf , G `; Pn q 34. v L 1. LGTH Pt 17. II Pt c.), 36 4 FIT Pe Pv r AI -A('«> Q .)iO •2V TOTAL i• •2!.Z Pf 2.149 Pn Q 2 0 y LGTH Pt 1 5.70 Pt kI c-.4 5 FIT Pe Pv r rr G•cI ) 0 I 1 J • `{ r) TOTAL Pf Pniiimi a 1 .— Yid WORMRLD FIRE SYSTEMS, INC. JOB NAME LOCATION: HYDRAULIC CALCULATIONS Cc LLo X34(-, JOB NUMBER BY 22 c`�63/ lioLTH c.4 1 -Id ,r-i19,/Lk.- 12.w DATE SHEET 2--q AFL B 5 c ow r 'q/ '2-- OF 1 -- NOZZLE IDENT & LOCATION FLOW IN •PIPE GPM SIZE PIPE FITTINGS DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES S0 LN q t-067 LGTH C„. PI (s 7 P1 2-t— FIT "Le, Pe Pv h41 Ili p 110,49 TOTAL 2.6 . 1130 Pf 2. 9 3 Pn2 2.19 t , 1 1 q 1 2 So LGTH PI p° . (,� ', PI I l 0• ,1 `/ X ✓I S.63 - ( 1 to • So FIT Pe Pv r hof 0 TOTAL Pf Pn 4- N+ q 12ei..I3 LGTH .Z.j- . 1s -L6 Pt. Z.7. I ) PI 21)E. T FIT 3 I Pe Pv C .( O 2+, 17 2•1031- TOTAL 4t•1. 5— Pf (.•8 I Pn q G.oG S LGTH . 00 L7 Pt Z 5. 40 Pt , FIT Pe Pv G 18),14414 o TOTAL 3 Z Pf 0' Pn 0.011 z T LGTH Z o .00067 Pt L 9.O J Pt ,. / ( o �.F [� M- V FIT I 0 i Ps L{. 3 Pv ..l O p cid TOTAL 3 $ S Pf D . Z4 Pn q Gl S� 1 " LGTH - Pt 3 4L . S Pt talo/TC FIT Pe Pv 13 4-S C- p TOTAL Pf Pn `!i'0 LGTH Z. -i O(pPI FIT 1 IN Pt Pt ,✓e/1/le ri fre-4i deli ?.gi Poa• . 42/ 51%,O Qi r.L u9�/. -7 N!v Pe Pv p TOTAL Pf Pn q LGTH Pt Pt _ �� N 4J T itiotr FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt e It f Zy.L P'` FIT Pe Pv p TOTAL Pf Pn -kik re' q S v�� LGTH Pt Pt 5'v T71t. 1-00POF �•.•, A hos FIT Pe Pv e7"" ry 0 7.1 TOTAL Pf Pn q LGTH Pt Pt c ea FIT Pe Pv O TOTAL Pf Pngiq//,1 q _ LGTH Pt Pt sig! a ) 7TJK46j - FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv p TOTAL Pf Pn q LGTH Pt FIT Pe 0 TOTAL Pf n PRESSURE - PSI 1"� 'f .... j -rt 7- • - ------------ - -- -- - ����--------------•-- ,oH mads S 0 -v N rn —4 m 11 0 53 s 0 c r r n c r 0 z ----------------- ON .LOVILLNO0 T71:11MMLZ,* PRESSURE, - PSI , 111 .�; c11 dil!I!!I!I11111ii1IIiin i 111 L111II11Iii III niiilllllliil111111IINia IIHhIIf hI 11111111 II111111111 III 111111111111111111111111111111111111111 /■ 011111110111111/Mil , ! { 11111 1nI1NNmNNNNnNNIIINIn1NN NN/INI1NNN■M flYI••NBNNIIn11n1in1Nn8111nhiiunn1N11u1muiu MOM MMMMM MOON. 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As MAR 2 2138 muftiof mos aim rot as 2j'I°"dews or d�ts as eedr theNM kWIntallitisa NOW All comments, effect of various conditionsupo etirsoce ratesslustThy to rotative be construed as bearing in any wayare not is tare" has. beep exe � ect to po question li w ye u9 Injury or damage jo ifabittty tor pe cult In loss affil exist � Bo� j+8zards MOO D� 0-4 "4 3*v 8-0 O 8-0 I'V4 0 8-a a -0 CAMP BOAgD CE tJ N CA a 1 O'- 0 FLOOR PL, M GP SC.4A.._E- 2/flQ 1- c.0" -1.TUKWILA FIRE DEPARTMENT PL. se call: 575440 nci ;;iv�/e thi�%s job �l x......0.......1...-.... and exact address for shut= down or restoration approval: EXTRA. HAZARD PPE CJI- 9O4 - MAac, h{AsNcaERs To [3E. co,&.C.H SLIze-Nr.1 RODS TIE n -k rc ExIS-Tit.4Ca Co" MA.- FILE A BILE f , l i `e r11 r,. •, WITHOUT COMMENTS., AS NOTED IN RED PFR THE ATTACHED LETTER O--•=e+.3 affixed hereto have been ccc-:pted by the City of i uk.v a Rio tions, deletions 1 or rev'sions to t.;.;s3 drawings after this date will void th.3 acceptance and wiii requi a a resub..,it�, of revised drawings. 1 • Final acceptarn inspe •tiJn by a t ., u�.;J rt;�-rnt S9L. sub;ect to field - r ,sentative of this CITY O`= TUKV,rILA 5) 5, 5-4407 REVISIONS MK DAT E BY A A PROJECT NAME - CELLO BAG, IT I 0 0 W EST \/ALL.JE'( 1-11 Cal -k VJAN( TU V VA/ 1 LA , vJA. X e 13 'J WORMALD FIRE SYSTEMS 1 l 0 Co 54 T=' AV ENId� TAC.C� NSA , WA • 9E54 2-4 EAST 9Z2--C.f944 DESIGNER DATE JOB NUMBER t $►J15 SM►TN '7.... z_ - B9 ZZooZ(v 3 1 TELEDYNE POST N16566 3 K Lt t NACM TMD ROD RING I PHILLIPS SNELL MTR RING EYE ROO RING- LAG %CREW A - 764r- 7 ink ti 74-0 \G Tr1i 74.h. a 4 74`. . .■ - t �'� •a ..tEy • 7s0.. •• - -�/ 'I - _ __ ■ �` /�5,o q3 o ...■ 40 rr, CjfEG•�4� •• (I1}'t_4_�_-Pp_- - - _-- __ -r -_ --q-4- -" -JN- 3 0Q ---- __ r)I1 - 7-teG-ti--tN r ��+' , 8.���t?"=�' i�stT _. ----_--- • d TPQ_j_T .S,JR Y-- jt}ItIa --- r^_ Y" "- �r � _ _^ _+..._-N...r•.. -O-+-� .Ir.W _•-��- • _ i#Tt _ �I--a-- -- ■■ii/�*7eI •• � /18 St:� �i —�� !`Ft#4 - .i1 ■lE?3+_S+Qfr �__€' v _■• --•�� TTrkIkI '%9>/� La U$Q -a�'_-'_ r_ . ----y -/i -[�r�-�_ . -re 8 40 4)6 1"L' -$4 2'2°y3 1$ �7 dial 7ci fs£ Ty_rot:y_p! rSS 4.17 4416 9 17 G+e- 'Le ! 0e N 4 (tiQv-��Y P---J-s-tn.* s• fo r r /Srs 7 ti �20 0TYp • 7{ • 1` 7YE _ d ' 1/ 1 zd it:S "° el to 7 i P rrr— rvP - v 7 T//� t 6 to If IP 6 PA T a KA" { r i? 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Q► { fi r j l ■ #O 01 , • �4/ i R v n# N 1 N N �, N �, = N ro N ti h m P.' r' 4�%�+ i�+ �.�+� x�; �° 1 1'' A -0 -- e ! e $ e s j _8 a ,1 e s 10 8 6' e th ��'----9-*__ t '/2v "` ."-16-0----- t M E o <-7-�"- !Z O ! t7 pi -0- o 141.-41: �� _,4 a� p! .,F 1 /Arf- -9- - f -3 v tL-v v - 7 a/2 - Nw `.■ \ IN �3ctx 7 7 TTql 'tt 7 P 1 7 T 4t, Vs/N p N1.1N 1.x11 N! r{ti �i plr4( q 1 ti ,1(� ▪ tU !w?_//y�,/ fsct ! 3 ,r i lO s�#8 ra rs� R/3E�'_ay/QJ{j`Il��r Jk�1 ill t �1;,ek ikt -�_� w ii _ _ _ ko� y5 •d1�_:; ,acp 4. ir s_., .1_'�--- - h7�__.rig Ba e /�5'f I3 r� ■ /14Y � !3 ' fats ■ r #ro- ■ / 9'- ■ ,2a ■ 1��. ❑ 3 ■ ■ I a ■ ■ ■ 'SS A9G i ■ 3��'� tG a �c DEG. f t x+106 I .Q �►t1t # !l �+A[+i:i r i fr . Il 1�l1G 't�+ /17 3 �i�8 tl 71P -- T v - €1--- - __ ?�`f'_ _ 7'J' �� _7''P — _ _ 7 )'—_ fJ' __ 41 d_ 7 ' 7 "✓' ❑ \ 41 7_12! _ 7' Tl ki rt.. [Z y--- r'' k TYP j # 7Yx' ; TYrt t 7YP TY43 Tk'o - t tt 71(4,4 7YP TXT -� � Tr+a s a 1 t - ii tL i 241 414 3 + !-- F f T ( T i i 1 1 k I � � � � I slurs " ' } .�{� _ s /liQ tt1 IJ7 D 0' 0 t d } CQaP -A. k:, .04,./.5 TOGGLE NUT MTR RING S I$RRT LAG NUT NTA RING C CLAMP MTR RING L ROD MUT RING " 4.4 14 3/4 MDR NUT MTR RING /+.. TWO -MARY tA11TMQYAKt MtACt SPRINRLER SYM$OLS SIDEMMLL X30 014a- /3/rA - 3 s.i ■ M43 13/zit Aft j -F ,Os ■ - T 447 3S'Er, .'_ /D a. �- #4$ 8" 04-- 4•V X' /41 k../ Airs..4 47-4°41 Tom, R • F F id ✓,.; c..1" vri,E tee - - /a- rYro:v 1,—,\ { } ti TEMP RATING 0 140` Z12- 2110' 11€0t 31,0 - • SYMIOL DEVICE URN TEMP ❑ 3r f SScr 2 ■. t6 •- SS✓ h 2 8 V' TY>° "[f' g'1P Tyra Tt'.4%, ' - 8 LlETEG`rde' CAvBCK SErerYie,v sra.r�r TOTAL APPROVED DY r'a$ 1T .✓J1 I � t o • �\PSatm ■ `G . a ■ N �w \y � 1 Q • N • 411 ■ -• R 1 .e. a t. 11/4 60 IN a 11 i a r i i N N `" ro 4 N m, 01 h Ca a► f 8 _ 8_ert d j10 8 Y $ $ - $ a - 8 r e e-, - B 8 r e 8 Ik `w 1 !/ 0 y `7 -c3 -i 3-42k - _ --T2-� S -O 7=Zt _" �2l�"' i�a� _�* r _ a' 9c k —_ S a _ !2-� t Ismoloommumrsok a®� _llmAANIMMININEri! 7-0 . r2 o - i�,iI C CW I N AI ; r �) `,� 1e ♦w Al ,� i 1 / - lr ,. `r - lw € r ICI 1 ,.1 i gh RN If r► N 1 ' �'� N �' I") NIS f Cr I �w N a 1 sf N �! �� N `E I tI 1 P 8 �I I 2 � f T t 1 . 1 � � Q. r 1 1 rq 1 2 4a - ii, t$ t Ile dna t.44".7 �y* fi{ * 10.0 1 - t1� _ tf2 1� �1# I r+ - { ��} Pry _' ( 2.61: • = f i • ( • r ■ I • 2w s k OR TO FAIIRICATE DISTIIIIUTION SEM r.4T ' 5- rr3 4 SYSTEM HAZARD /✓(W Wegeri/Ot. re f t f � 4 7 1 r 1 r 2�r r • 1T t* ■ 2¢ sVr 8V'a Y� - Tye_ n 7;07/z"--- 2 cc ffP"2a- a 1 24.. Z r-, # 9 t di 9z, w 93 .F7 7.,° 4 er102 � TYP '�R ■ `. Z.44 i 1 GENERAL NOTES - L P1PE SIZING 1 SPACING CONFORM TO NFPA PAMPNLtt NO 13 STAND ARDS FOR A MAIARD OCCUPANCY 3. AU. MATERIALS 11 EQUIPMENT TO SE NEW & UNDERWRITERS APPROVED. -, 3. SM*RLCR OEvtCES S.iAu. DE MANUFACTURED DT INC RELIABLE AQTOMATIC S►R3NRLER COMPANT 4 PIDING Dr4LNSIONS ARE CENTER TO CENTER EECEPT RISERS t DIMENSIONS SHORN THUSLY 41-1) S. EARTHQUAKE SRACt$G SMALL SE PROVIDED IN ACCORDANCE MITN NINA PAMPHLET NO 13 CONTRACT WITS CONTRACT MAME 17100 W VALLEY HWY 89-S-091 Rev ! 43:4,eec.440, ccso R ar - ENGINEER SWEET JO -s: y .4-44134. 33. ax 4 4 Y 3▪ £' 2` y�z K E f e_ we 334 -t 1 N. -4 3 3 4.3 33. _ -a ...-�-- 457 44,4.414".4"7- 1444Vf 3 333 g : i 4 • -. ` _13 R 5 C.erer P144 tee:- At, 1 t-V.dtt P Z- _ A - r 3 343:_3 . ,._.. E- ▪ 3'33 3 #, { - � X i1 8 ✓/C _ 44/k � v. .44.' i ��- B' Ytc- F44-aA M./ 4c040re.e 4 fide, dAe.a, in I 4 3 s -1*t - t r l. 3, i 14 t-• g.4 3£ - A - 3 4 3.3 40o„C44.4£4- ,4/o4r,✓ 4 U5 -y0 , • Q bfi • U t 1114 ‘4(4 a10.114 trhdin k13 *a 't 43 ti! -A N. F. 5 D k t 4- L - 8 1 +k► Gr 4 i'ct, a v 1 1 - GEG i5': a Is .,a H sa- /s4 -- 1 rt y1r 4%. 4.3 --Li- a. r-,�� toa. ttY tP 0 TV...," 44 a 1 , 4 7Y'" 8°1P 4 4- Q 0 • 77.2,13 TVA' r vice i 5 Z^ 1 04 it. 459-8 )"."1/7/4144+47.1.."116647.0 ‘,4 ti 6'0 I. 44. 12 4 V1 ie to • 4 73 i 3 4t -Z7 4.4 211 142 c$ S es - , [on sk sa la - 471.4 et 44- 3. 4 Go 37 red 1- 3 43 iktY • 3-34 4414333.3.. 33-3.3 1 t ere .33 r YAP p. et 4ES Co 46 Immmmt 43 TV ci In 44.11 23 1 ts 1 7., .51 novo - 5 I r flf eftP 3 -44 33 433 -4 2,1 -33 ,34 33.3 BM 73 -33433434. 43. 7 3- "11 77 34S am.t..ta3+3.1€3*4r OViaVir-#0341.**4-061*.V314.41t3ia. 34Wrce.34•3**43403_43• 4.3343.3.04.- 3.333339144143033 a3-33-4333 333333 .333 -'33441.443.443 -3331€33.11.33. -44X3 -.33.-Z- 34433.4.73-A.- 3. 334 4 ZP et ZAG - 6-4 In 0 24% - 44. 45t - 7-3 CONTISIACY33 444,44 COACH SCREW ROO 111044 MACK TKO ROD *RIG tMACK IND ROD 4 Rtt4G. NUT PRILLIPS SMELL MTP4 RING, EVE ROO RING LAG SCREvt TOGGLE 4MIT MTR RING S IRK, LAG NUT MTR RING C CLAMP MIR RING 1- ROD NUT RING 343344 -44 3,3 SPRINKLER SYMROLS TYPE SPRAY 0 SPRAY 0 it 1/2 SIDE `NALL 4 in 1/2 DRY 1442 TEMP RATING 160. -e- 14. 112 1,2 1/2 DEVICE - ct JAW Mot .5 2 TOTAL SINT APPROVED SY OK TO PARRICATE OISTNISUTION Cys STSTEM HAZARD _ I. PIPE SIZING SPACING CONIEN114 TO NIP* PAAN$44$.111 440 13 STAND ARDS FOR A IlA2ANO 2. ALL ilATERIALS & EQUIPMENT TO SE NEW & UNDERWRITEKS 3. SPIUNKLER DEV10ES SMALL SE MANUFACTURED eV IKE 11ELIAILE ANETENNATIC SPRINKLES COMPANY TO CUM* EXCEPT RISERS 11. ONNENSIONS SIIONN THUSLY WO S. CARTIMUNNE WINCING SMALL SE PROVIDED NI ACCO$1004c2 vilTH NfPA PAMPHLET NO 13 - 133 CONTRACT WITH 4.74-477-4e 144/40v Atf .....-..............1m_tv_vg .4,...v pi.e. t3.4.4......, v..4,4. , 3.34r -3.73A‘ 4143 ENGINEER riAisc7107, a ICA OD 0 sit DATE SHE( T J011 NO t=tX4wAtt 4044,3431 ttitA 4.448 _1 33. � rllm 11111 r pm or 1r4 HAT a"" 41440 +71111"IIr44HATITTPAIT. MHO0474 rw"Mr"oR r1^Bo or^n14THAR NNAH '.ygrM/R04ITPIPTMF71/IMPO 11} r+wtrtrrtr r hl i f i {y 9 1 I r I A P rrrn1"1Nm.rr IrIP" re -0 Tr1rNwN1• I r a r 1 sip r►r 4410141PIWr VW% WIE'0441 t r1 1 1 w q r y, r r 1 r 114, ` r + IWNA 1111 r fi 1 J 1 ;MY y 11 ; 1 1 1 0 011 A 1010 hF 1 ^M rY 1 11 r n 1 n 11 P*. 1 4 Ii ., + h 1 YI r ,ito4'1 1 111 i � r I 1 YI N NI 101 I 1 r Err /t h �yV 1Y11 I 4r' 1 Ir 111 NN ~,1 L . ' 1/(1,01 1 Set 0II Nr hX r MOM E STANDARD HANGERS r (Code hanger(:) to be used c 4C aW bC bS 6W BS CEllINO IIATI 10►T10lA11 6.4 *. tOACN SCRIM 500 ..MFS NINO FStTrNER IP0a0i5ITU0r LR00 COUIUIG 6All 115150 R00 410 .._1. uNlRI05 ANLHOH IUS1lII01 R00 C0u►UNO •� AItTIIR1AO 0100 MPS 0110 FASTINIR Al 1,115151 000 P1P1 RIN1 jIMrN0110A010 104'111 1111 51 0 AT< 11.110141 Al 51+0 " 001 RiNI{ 9S 10$ N1. NYT PLAT WAIHIR ?mice AO 0100 ...— M1! NINO TOP 11 AM C ;LAMP ASL TN1EA0 R00 r...— +'i 0 _ Pon RIMA w.Y--TDP SEAM ;CLAW .- All 015150 500 • P5 5110 CEILING • ►IANGE 11W +EASTENES 11$ 12S F G H 13S ll 15001515 it;CAP OR STOP TRAP/E71 IAR CHANNEL PIPE OR ANGLE IRON ALL THREAD ROO r_FASTFN5R SB 1 !!�! FASTENER ^^+ BRACE FITTING COMPLETE Wee piste h►0 ,1 MACE FITTING ENG +-- MELDED IIOI IEAM CLIP SB 2 FASTENER ---.+ COMPLETE IFLACt FITTING SWAY IMAGE IN PE 31 0/ A T R *NUT' 0040 WASHERS MACE FITTING � fNo FIFE CLAM. 11 A yr ALLAN ✓ r 1 4 71 dY rt I/ 1 f y dl Y II 41 li • ll Io I y,r tcd- � s 11 k rt 11111' w,r 111 7 I rt 1111 Ir 04.44444540, r. p"hwr"rrWR' i it -c.) s a • --5 4 1 0 1 ryIN ^r rwr 1 !1 0 too T'•'rWr1Wr Allp wow r ormoor'+41rF 1 fl 1 w e6.0.PWWWleIwaa11►r.yr"MP '; IM* arMr. Prthrr"NW N.006;rs.+wMwrw11N14TMIII«1or ry t4r Isrolo►moRsoropatolow IRWY EwIM Wovorpo'e+MaMroolowR'"oohsrporposprooti Nye'AIN"1 ormor mrpro 44o41AruANnl m d k 11 12 } n rr If q 4 ir 1 1' .r� ,1 Y%htWiLA FIRE DEPARTMENT Please call and giVe this fob 4407 No and exact address for shut down or restoration approval. 1 116.1 I a 446 14.446. ACCEPTED TE D 4 WITHOUT COMMENTS 0 ' 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 and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this department CITY OF TUKWILA A 575-4407 .0404-4.1 YY • rT N RECE!VED BY NOS 1 1985 TUKWILA FIRE PREVENTION'BUREAU 1 IMPORTANT In localities subject to freezing conditions it is the owner s responat bility 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 Grinnell Fire Protection Systems Com pany Inc and/or its subsidiaries and is Loaned upon the express conditions that the same be returned to GFPS 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 the written consent of GFPS 2 CONTRACT RESPONSIBILITIES I COORDINATION RECORD ITEM STREET WATER CONNECTION GFPS OTHERS CONTR NAME REF DWG REV/DATE NAME TELEPHONE MATERIAL REQUIRED SPRINKLERS TYPE ORIF TEMP FINISH CANOPY SYMB QTY UNDERGROUND WATER MAINS PIPING INTERIOR DIAMETER FEET PIECES Z F946wane- EXCAVATION BACKFILL WIRING PAINTING UNDERGROUND 3 NO OF DROPS 15 TOTAL THIS SHEET C) Hydraulic Reference Point 4010 Line Designation *11 i.df PIP° Below Bottom of Deck q. of Pipe Above Ref Plane A Main Designation t -9A-- Hanger —110-- Union —4 Screwed Cap —4) Grooved CaP ^41 Screwed Plug rt--e-r-ortit Elevation Change in Pipe (not thru floor) limmAmmmommew SYMBOLS Flow Switch IFS) Monitor Switch _4. Butterfly Valve Alarm Valve IALV) o gse Electric Bell 0dttxt Water Motor Gong 4WMG) -(> Wafer Check Valve -Pto.J- Swing Check Valve ® System Riser ao Fire Dept Conn (Standard) (F0CI 'VI Fire Dept Conn (Flush) IEDC) t/0 Fire Dept Conn (Sidewalk) (FDC) Post Indicator Valve (PIV) .2, Fire Hydrant 43 Way) Thrust Block 4- Key Gate Sectional Valve with Roadway Box rtM2 Fire Hose Assembly (see notes) - Inspectors Test —0-- Grooved Coupling (GC) —0--- Flanged Connection —05— Globe Valve 7 Angle Valve S12 Dry P pe Valve 9 BOB BOD BOP DO HV NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIATIONS gottom of Beam ottom of Deck ottom of Pipe tto ose Valve I pple and Cap ot in Contract ot to Scale pen Bar Joists Pressure Red Valve Roof Manifold , oP of Beam Too of PrOlo TOP of Steel 14nless Othe wise Noted SYSTEM TYPE O ISO • IRI APPROVALS OUT IN OUT IN 85-S-302 10 6)AI ec-9-1 1/1(10i4lr'i f” r� /7/D0 /.e),>>�/ r 1 ,9-i/e r A® r1 ,r• GRINNELL FIRE PRITECTION SWIMS CONTRA ME NO DATE BY REVISIONS m too Ne..) v ey *4*61" CONTRACT WITH SEE FLAGGED AREA ON PLAN SCALE DRAWN BY FL, or 12 PP CHECKED BY SYSTEM DESIGN DATA HAzARD CLASSIFICATION HYDRAULIC DESIGN DATA CIENSITY SYSTEM AFIEA GPM/SQ FT SO FT /HO AREA OF APPLICATION HOSE SO FT ALLOWANCES TOTAL SYSTEM REQuIREmENTS GANA AT P51 AT GP M DATE THESE PLAN$ PREPARED AT NGINEERING DEPARTMENT JAL PRESSURE PSI WITH AT DATE DRAWING NO Cc NI ToIN 12 s _ i 1 t - b 41-10 -1 _ (I =S-4 4-4 - 4 11 5- a �4 {Zv 14 ` -. . 'TCS 1 aPb 4*+ 1 1 tr==-_-_----=7,--- 1l J, t vst '' t 0 1 A a -g TOE o -c -re X - 1 71-7 ` S -»I1 4 17% $$ i --t --- I 'f�T �'-cl e9 �,. & wz`X rix • I 1 Ir $ - r rt r r — M � 1 tt 1,a...-. • to $ .— 4 .7.$12, Jr" 1-5 'f €) .16 j tx t"T t c_ 5 Roo k eZ,eJ t �2 4 $ re --t e"—Se it _ � �-r �If ('O - 9e,PLAce. NZ J V‘ TEE f2 t1-� t 1 r N 17100 W VALLEY HWY 76-S-1037 g,,f'`a-r - CST =- �%.;t�. • ted-rxt✓"f 1-6)%cwiLAI 5-+t>£. 0e.ri - *PKA tJT Dow(%) P IAEA) %t�S° - f eMyeMT • Y t."T t to ° X ext --r ,{,,S' eFoErT `.'r,ele.. es -.s.+ .poen r) ex+ -3T _ R.v"1 tt-T APP2!JD The drawings w o hire been �, t ding or ,,.riewed and e.v -� i of the „,seeding mnir ti tj of Tukry tar e D.- - _ .j of Fire 10 these) evention Ad.: drawings afte t - 1 , - .. 1„11 not be 1 y , $ cute ed construed as bel b AY L '� 197! ^�- - CITYT_Z/ oratILA _BUREAU OF 1 14 = +-tEVENTION /7100 1) J-J11N/ 14- A S PERiog Fair Fifa . 7-/O,) SCALE /4 k -c7 REVI•ION• •T OAT& CKO A► VO TITLE NO - L _ A Wrir- 5.55.5—Lar- 4 55.55 sr 5.55 F177-gRs ✓t% ��' 7u" PFXPEA/TR NFAas' _ p. TQ upRiGHT POS 2,0t4,..5: Ti * wAL L� 15-55 55,5 P. -4 555, 24t4 iftCY r � LIE NIL: ?0 77‘,.7: L 0 4'-"+ 12d 3.4(6 f 3erga 4XB _ 559- 5, -"t SCAL / 4- Yat 55,5 55, 14 9 VI Fir6L'Da o Z PF .CR '� MRL isR 1/4 f /� a L G G 6 G "'Lose p L '3 d TTS #4 O .- 4-6 4 1/3. -4 ¢ G 12u #z 17 17 4-- oil_ 1 4/ IVY A YEGtyLV MALI/ S Cj3f0 ) 1. f �QLA ►� -� LAN ,.f 4-4 N SCALE -4j 7 /3.o, r,1 r ..5r ---- 4/ G 55...5.55 Arra -.f.. tr.., 55 la 5 cw MA/IV -45 t 45. 13 Fr— GA _55_55 5'x isles w v 4_20 6 1 WA - e PA N 171 El 5X /44 ---� 4.5.555 area.. ExI TIA f f REVISEE) ADS- gLow CUPOLA 3 A8ou0 s ©d w N. o.. m o p F 41. QWAJ TG c1� C 3 10 0 EX ttT1 NG tuz LL. -s r -"(Lk \= Two4 1- 4,55 I it _5555--�_�-�,-�".�`. .-.-Y------'-'5555 1 `Y4/ 1 4:57 'ii(/ST/Nb R G s ScNb New RU& OEi 0-6 WPI &JEST yA, it Y f4h /-/ AY off.oT Gi '- /' 6G "c5✓ ,x e. z4 c7c APPP VED A Th d av in fixed 1 reto hay been reg e d and accepted as Beet rig or exc d m m req ri s of the ,Cyo T IaFteDpt t .a of Fre P e d ons or evt to these d a n a ter th s dat sh 11 not be o t d -as be ng app oved o re a red /14 FFP251975 CITY OF TUKWfLA BUREAU OF FIRE PREVENTION a- trat ,'5._� - — M 555,55.Y—r.--rA„.-5,.. A.— nog 1-4 344 r. 5. Noe Wash! gt Qs L.A le- too T3 WA 5a5 - tt tOa PEB 2z I:975 17100 W VALLEY HWY 75 S 1032 HANGERS A U HOOK COACH SCREW ROD C CLAMP TOP BEAM CLAMP — EVE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT J BOLT SHORT CLIP TOGGLE NUT MACH THD ROD POWDER DR STUD LONG CLIP OU WA AR AK BRAG SP tat 0 0 PR al 0 13 1 0 0 0 0 al 2 QuAN 0 0 SSP WS t3 1 OR cecio 17100 414 -sr w4te 1711-6114/AY SENTRY AUTOMATIC SPRINKLER COI Po tl d 2630 SE S hfler 922 6647 233 712 Art ho g PO Bo 2203 333-61 Eng e r 8/3 t Sheet Job No 5555 ac -5355. 1 3 -ON r,. ARC) 1106 54TH AVENUE EAST TACOMA (FIFE), WASHINGTON 98424 PHONE: TAC. (206) 922-6644 SEA. (206) 838-9050 77— S — /4 y2 dor /z JO MUT I AUTOMATIC SPRINKLER COMPANY FIRE PROTECTION DESIGNERS AND CONTRACTORS HYDRAULIC DESIGN INFORMATION SHEET NAME CEcLO BAG Co. /NC. LOCATION /7/Do G%). VALLzy //Wy,/' ,r(,V/c,/ L,/,p, BUILDING , 4,1/N DATE G14/77 CONTRACTOR CELcO 45,0 /,'c. CALCULATED BY C A« e,v SYSTEM NO. / CONTRACT NO. //4PG7 CONSTRUCTION: (COMBUSTIBLE OCCUPANCY 7ZeAl. ❑ NON-COMBUSTIBLE DRAWING NO. / CEILING HEIGHT FT. SYSTEM DESIGN ❑ NFPA 13: ❑ LT. HAZ. ❑ NFPA 231 ❑ NFPA 231C: ❑ OTHER (Specify) SPECIFIC RULING • 3s'19S-0016— ORD. HAZ. GP. ❑ 1 ❑ 2 0 3 FIGURE ; CURVE ❑ EX. HAZ. MADE BY /'EMPfK DATE 4'77 AREA OF SPRINKLER OPERATION 4S6'� DENSITY , SS-- AREA ,rAREA PER SPRINKLER VAK/Es HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE CALCULATION GPM REQUIRED /PS4•6-7 SYSTEM TYPE WET ❑ DRY 0DELUGE L] PRE -ACTION SPRINKLER OR NOZZLE MAKE ZEc/Ate MODEL 0 SIZE /7/3i 2 , K -FACTOR _ r- 4 4 _ TEMPERATURE RATING SUMMARY "C" FACTOR USED: PSI REQUIRED S-4 / AT BASE OF RISER . OVERHEAD UNDERGROUND WATER SUPPLY DATE & TIME STATIC PSI RESIDUAL PSI GPM FLOWING ELEVATION T ST 6 .Z 7 7 PUMP DATA RATED CAPACITY AT PSI ELEVAT ION TANK OR RESERVOIR CAPACITY ELEVATION WELL PROOF FLOW GPM LOCATION ST'CCCT NyD,e4wr SOURCE OF INFORMATION x'M,L9Z. /,vs. COMMODITY STORAGE COMMODITY CLASS LOCATION STORAGE HEIGHT AREA STORAGE METHOD: SOLID PILED % PALLETIZED AISLE WIDTH % RACK °6 ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ DOUBLE ROW - ❑ SLAVE PALLET ❑ MULTIPLE ROW ❑ AUTOMATIC STORAGE '❑ ENCAPSULATED ❑ SOLID SHELVING 0 NON - O OPEN ENCAPSULATED FLUE SPACING IN INCHES LONGITUDINAL TRANSVERSE CLEARANCE FROM TOP OF STORAGE TO CEILING, FT. IN. HORIZONTAL BARRIERS PROVIDED 2630 S.E. SCHILLER PORTLAND, OREGON 97202 (503) 233-7126 EAST 10005 MONTGOMERY DRIVE SPOKANE, WASHINGTON 99206 (509) 928-4242 6108 PETERSBURG STREET ANCHORAGE, ALASKA 99507 (907) 349-1526 2757 SOUTH 300 WEST SUITE E SALT LAKE CITY, UTAH 14115 ,nn11 AA7..AQ1 >.R PIP TT*:=DX1:CELL0.002 HYDRAULIC CALCULATIONS FOR: CELLO -BAG/ INC. 11-0867 1NOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL NOTES POINTS GPM FRICT.LOSS FIT.EOUIVAL SUMMARY PRESSURE 1A> OA= 0.00 SZ= 1.25 LP= 6.00 PR= 7.00 PT= 7.00 TO OT= 21.70 FL=0.0398 FE= 0.00 PF= 0.24 PV= 0.00 <1B> FITTINGS: TL= 6.00 PE= 0.00 PN= 7.00 PT= 7.24 <:1A> QT= 21.70 PR= 7.24 KF= 8.07 PN= 8.93 TO <18> GB= 24.10 PT= 8.93 *** BALANCED *** <18> OA= 24.50 SZ= 1.50 LP= 7.00 PR= 8.93 PT= 8.93 TO OT= 48.60 FL=0.0835 FE= 0.00 FF= 0.58 PV= 0.00 (1C> FITTINGS: TL= 7.00 PE= 0.00 PN= 8.93 PT= 9.51 <18> OT= 48.60 PR= 9.51 KF= 15.76 PN= 11.66 TO (1C> 0B= 53.80 PT= 11.66 *** BALANCED *** (1C) •0A= 28.00 SZ= 1.50 LP= 8.00 PR= 11.66 PT= 11.66 TO OT= 81.80 FL=0.2188 FE= 0.00 PF= 1.75 PV= 0.00 fID> FITTINGS: TL= 8.00 PE= 0.00 PN= 11.66 PT= 13.41 <:1D> OA= 30.03 SZ= 2.00 LP= 3.75 PR= 13.41 PT= 13.41 TO OT= 111.83 FL=0.1156 FE= 10.00 FF= 1.59 PV= 0.00 (AT> FITTINGS: T TL= 13.75 PE= 0.00 PN= 13.41 PT= 15.00 t2A> OA= 30.03 SZ= 1.00 LP= 4.75 PR= 11.66 PT= 11.66 TO QT= 28.00 FL=0.2425 FE= 5.00 PF= 2.36 PV= 0.00 <AT> FITTINGS: T TL= 9.75 PE= 0.00 PN= 11.66 PT= 14.02 <2A> OT= 28.00 PR= 14.02 KF= 7.48 PN= 15.00 TO :,�T> GB= 28.96 PT= 15.00 *** BALANCED *** HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-0867 NOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EQUIVAL SUMMARY PRESSURE 300 a NOTES ::AT> GA= 140.79 SZ= 2.50 LP= 1.83 PR= 15.00 PT= 15.00 TO GT= 140.79 FL=0.0745 FE= 12.00 PF= 1.03 PV= 0.00 .:AB> FITTINGS: T TL= 13.8:3 PE= 0.79 PN= 15.00 PT= 16.82 <AB> GA= 140.79 SZ= 4.00 LP= 10.00 PR= 16.82 PT= 16.82 TO QT= 140.79 FL=0.0061 FE= 0.00 PF= 0.06 PV= 0.00 488> FITTINGS: TL= 10.00 PE= 0.00 PN= 16.82 PT= 16.88 .:4A> GA= 140.79 SZ= 1.25 LP= 8.00 PR= 11.66 PT= 11.66 TO GT= 28.00 FL=0.0638 FE= 0.00 PF= 0.51 PV= 0.00 ::48> FITTINGS: TL= 8.00 PE= 0.00 PN= 11.66 PT= 12.17 <48> GA= 28.60 SZ= 1.50 LP= 6.00 PR= 12.17 PT= 12.17 TO GT= 56.60 FL=0.1107 FE= 0.00 PF= 0.66 PV= 0.00 <4C> FITTINGS: TL= 6.00 PE= 0.00 PN= 12.17 PT= 12.83 4:4C> •QA= 29.37 SZ= 1.50 LP= 6.00 PR= 12.83 PT= 12.83 TO GT= 85.97 FL=0.2399 FE= 8.00 PF= 3.36 PV= 0.00 :40> FITTINGS: T TL= 14.00 PE= 0.00 PN= 12.83 PT= 16.19 :40> QA= 33.00 SZ= 2.00 LP= 4.75 PR= 16.19 PT= 16.19 TO GT= 118.97 FL=0.1296 FE= 10.00 PF= 1.91 PV= 0.00 <:BT> FITTINGS: T TL= 14.75 PE= 0.00 PN2 16.19 PT= 18.10 ,:3D> GA= 111.83 SZ= 2.00 LP= 3.75 PR= 13.41 PT= 13.41 TO GT= 111.83 FL=0.1156 FE= 10.00 PF= 1.59 PV= 0.00 BT> FITTINGS: T TL= 13.75 PE= 0.00 PN= 13.41 PT= 15.00 ,:3D> GT= 111.83 PR= 15.00 KF= 28.88 PN= 18.10 TO ;BT> G£= 122.86 PT= 18.10 *** BALANCED *** HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-16867 NOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP RtfERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FR I CT .LOSS FIT . EQU I VOL SUMMARY PRESSURE NOTES <BT> OA= 241.83 SZ= 3.00 LP= 1.83 PR= 18.10 PT= 18.10 TO QT= 241.83 FL=0.0703 FE= 15.00 PF= 1.18 PV= 0.00 (BB> FITTINGS: T TL= 16.83 PE= 0.79 PN= 18.10 PT= 20.08 cAB> QT= 140.79 PR= 16.88 KF= :34.26 PN= 20.08 TO (BB', 08= 153.54 PT= 20.08 *** BALANCED *** ,88> QA= 395.37 SZ= 4.00 LP= 10.00 PR= 20.08 PT= 20.08 TO GT= 395.37 FL=0.0414 FE= 0.00 PF= 0.41 PV= 0.00 (CB) FITTINGS: TL= 10.00 PE= 0.00 PN= 20.08 PT= 20.49 <:5A> OA= 395.37 SZ= 1.25 LP= 6.50 PR= 7.70 PT= 7.70 TO QT= 22.75 FL=0.0434 FE= 0.00 PF= 0.28 PV= 0.00 ;58> FITTINGS: TL= 6.50 PE= 0.00 PN= 7.70 PT 7.98 <:5A.> .QT= 22.75 PR= 7.98 KF= 8.05 PN= 11.66 TO 58> 0B= 27.50 PT= 11.66 *** BALANCED *** <5B> 0A= 28.00 SZ= 1.50 LP= 8.00 PR= 11.66 PT= 11.66 TO QT= 55.50 FL=13.1067 FE= 0.00 PF= 0.85 PV= 0.00 (5C> FITTINGS: TL= 8.00 PE= 0.00 PN= 11.66 PT= 12.51 <5C> QA= 29.01 SZ= 1.50 LP= 8.00 PR= 12.51 PT= 12.51 TO QT= 84.50 FL=0.2323 FE= 0.00 PF= 1.86 PV= 0.00 <51:> FITTINGS: TL= 8.00 PE= 0.00 PN= #2.51 PT= 14.37 M <:50> QA= 31.09 SZ= 2.00 LP= 3.75 PR= 14.37 PT= 14.37 TO QT= 115.59 FL=0.1228 FE= 10.00 PF= 1.69 PV= 0.00 CT> FITTINGS T TL= 13.75 PE= 0.00 PN= 14.37 PT= 16.06 HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-0867 MOTE: HEAD SIZE 17/32 K=8.2 S: 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EQUIVAL SUMMARY PRESSURE NOTES <6A> QA= 31.09 SZ= 1.00 LP= 4.75 PR= 11.66 PT= 11.66 TO QT= 28.00 FL=0.2425 FE= 5.00 PF= 2.36 PV= 0.00 CT> FITTINGS: T TL= 9.75 PE= 0.00 PN= 11.66 PT= 14.02 l6A> QT= 28.00 PR= 14.02 KF= 7.48 PN= 16.06 TO CT> GB= 29.96 PT= 16.06 *** BALANCED *** CT> QA= 145.55 8Z= 2.50 LP= 1.83 PR= 16.06 PT= 16.06 TO QT= 145.55 FL=0.0792 FE= 12.00 PF= 1.10 PV= 0.00 tCB> FITTINGS: T TL= 13.83 PE= 0.79 PN= 16.06 PT= 17.95 <:CT> QT= 145.55 PR= 17.95 KF= :34.36 PN= 20.49 TO <C£> GB= 155.53 PT= 20.49 *** BALANCED *** :CB> -QA= 550.90 SZ= 6.00 LP= 10.00 PR= 20.49 PT= 20.49 TO QT= 550.90 FL=0.0101 FE= 0.00 PF= 0.10 PV= 0.00 <DB> FITTINGS: TL= 10.00 PE= 0.00 PN= 20.49 PT= 20.59 <:DT> QA= 145.55 SZ= 2.50 LP= 1.83 PR= 16.06 PT= 16.06 TO QT= 145.55 FL=0.0792 FE= 12.00 PF= 1.10 PV= 0.00 <DB:> FITTINGS: T TL= 13.83 PE= 0.79 PN= 16.06 FT= 17.95 <DT> GT= 145.55 PR= 17.95 KF= :34.36 PN= 20.59 TO :DB> QB= 155.91 PT= 20.59 *** BALANCED *a* DB> OA= 706.81 SZ= 6.00 LP= 10.00 PR= 20.59 PT= 20.59 TO QT= 706.81 FL=0.0160 FE= 0.00 PF= 0.16 PV= 0.00 (EB> FITTINGS: TL= 10.00 PE= 0.00 PN= 20.59 PT= 20.75 HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-0867 NOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EGUIVAL SUMMARY PRESSURE NOTES .:9D> GA= 115.59 SZ= 2.00 LP= 3.75 PR= 14.37 PT= 14.37 TO GT= 115.59 FL=0.1228 FE= 10.00 PF= 1.69 PV= 0.80 ET> FITTINGS: T TL= 13.75 PE= 0.00 PN= 14.37 PT= 16.06 4:9E> GA= 118.97 SZ= 2.00 LP= 4.25 PR= 16.19 PT= 16.19 TO GT= 118.97 FL=0.1296 FE= 10.00 PF= 1.85 PV= 0.00 (ET> FITTINGS: T TL= 14.25 PE= 0.00 PN= 16.19 PT= 18.04 :9D> GT= 115.59 PR= 16.06 KF= 28.84 PN= 18.04 TO ;ET> G8= 122.50 PT= 18.04 *** BALANCED *** :ET> GA= 241.47 SZ= 3.00 LP= 1.83 PR= 18.04 PT= 18.04 TO GT= 241.47 FL=0.8781 FE= 15.00 PF= 1.18 PV= 0.00 ES> FITTINGS: T TL= 16.83 PE= 0.79 PN= 18.04 PT= 20.01 :ET> .G1= 241.47 PR= 20.01 KF= 53.98 PN= 20.75 TO ;EB> G£= 245.91 PT= 20.75 *** BALANCED *** ,EB> GA= 952.72 SZ= 6.00 LP= 10.00 PR= 20.75 PT= 20.75 TO GT= 952.72 FL=0.0278 FE= 0.00 PF= 0.28 PV= 0.00 <FS> FITTINGS: TL= 10.00 PE= 0.00 PN= 20.75 PT= 21.03 •<FT> GA= 145.55 SZ= 2.50 LP= 1.83 PR= 16.06 PT= 16.06 TO GT= 145.55 FL=0.0792 FE= 12.00 PF= 1.10 PV= 0.0• •;FE> FITTINGS: T TL= 13.83 PE= 0.79 PN* 16.06 PT= 17.95 - r <:FT> GT= 145.55 .PR= 17.95 KF= 34.36 PN= 21.03 TO FB> 08= 157.56 PT= 21.03 *** BALANCED *** - HYDRAULIC CALCULATIONS FOR: CELLO -BAG INC. 11-0867 MOTE: HEAD SIZE 17/32 K=8.2 d: 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EQUIVAL SUMMARY .PRESSURE NOTES FB> QA=1110.28 SZ= 6.00 LP= 10.00. PR= 21.03 PT= 21.03 TO QT=1110.28 FL=0.0369 FE= 0.00 PF= 0.37 PV= 0.00 ' (GB> FITTINGS: TL= 10.00 PE= 0.00 PN= 21.03 PT= 21.40 <GT;> OA= 145.55 SZ= 2.50 LP= 1.83 PR= 16.06 PT= 16.06 TO QT= 145.55 FL=0.0792 FE= 0.00 PF= 0.14 PV= 0.00 <GB> FITTINGS: TL= 1.83 PE= 0.79 PN= 16.06 PT= 17.00 GT> QT= 145.55 PR= 17.00 KF= 35.30 PN= 21.40 TO <GB> QB= 163.32 PT= 21.40 *** BALANCED *** <GB> QA=1273.60 SZ= 6.00 LP= 10.00 PR= 21.40 PT= 21.40 TO QT=1273.60 FL=0.0476 FE= 0.00 PF= 0.48 PV= 0.00 CHB> FITTINGS: TL= 10.00 PE= 0.00 PN= 21.40 PT= 21.88 r <9F> .QA= 115.59 SZ= 2.00 LP= 3.75 PR= 14.37 PT= 14.37 TO QT= 115.59 FL=0.1221: FE= 10.00 PF= 1.69 PV= 0.00 <HT> FITTINGS: T TL= 13.75 PE= 0.00 PN= 14.37 PT= 16.06 !HT> QA= 115.59 SZ= 2.50 LP= 1.83 PR= 16.06 PT= 16.06 TO GT= 115.59 FL=0.0517 FE= 12.00 PF= 0.71 PV= 0.00 <HB> FITTINGS: T TL= 13.83 PE= 0.79 PN= 16.06 FT= 17.57 (HT> iT= 115.59 PR= 17.57 KF= 27.58 PN= 21.88 TO (HS) GB= 128.99 FT= 21.88 *** BALANCED *** .. <:HB> OA=1402.59 SZ= 6.00 LP= 35.00 PR= 21.88 PT= 21.88 TO QT=1402.59 FL=0.0569 FE= 30.00 PF= 3.70 PV= 0.00 (C+> FITTINGS: T TL= 65.00 PE= 0.00 PN= 21.88 PT= 25.57 D 1/ HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-0867 MOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EQUIVAL SUMMARY PRESSURE NOTES <:C+> QA=1402.59 SZ= 8.00 LP= 35.00 PR= 25.57 PT= 25.57 TO QT=1402.59 FL=0.0147 FE= 0.00 PF= 0.51 PV= 0.00 D+> FITTINGS: TL= 35.00 PE= 0.00 PN= 25.57 PT= 26.09 <9G> QA=1402.59 SZ= 2.00 LP= 8.00 PR= 7.00 PT= 7.00 TO QT= 21.06 FL=0.0053 FE= 0.00 PF= 0.04 PV= 0.00 -(9H> FITTINGS: TL= 8.00 PE= 0.00 PN= 7.00 PT= 7.04 9H> QA= 21.12 SZ= 2.00 LP= 8.00 PR= 7.04 PT= 7.04 TO QT= 42.1E FL=0.0190 FE= 0.00 PF= 0.15 PV= 0.00 (9I> FITTING:;: TL= 8.00 PE= 0.00 PN= 7.04 PT= 7.19 <9I> QA= 21.35 SZ= 2.00 LP= 4.25 PR= 7.19 PT= 7.19 TO QT= 6:3.53 FL=0.0406 FE= 10.00 PF= 0.5E PV= 0.00 (JT> FITTINGS: T TL= 14.25 PE= 0.00 PN= 7.19 PT= 7.77 <:JT> .QA= 63.53 8Z= 2.00 LP= 1.83 PR= 7.77 PT= 7.77 TO QT= 63.53 FL=0.0406 FE= 10.00 PF= 0.48 PV= 0.00 JD> FITTINGS: T TL= 11.83 PE= 0.79 PN= 7.77 PT= 9.05 <:JB> QA= 63.53 SZ= 2.00 LP= 15.00 PR= 9.05 PT= 9.05 TO QT= 63.53 FL=0.0406 FE= 0.00 PF= 0.61 PV= 0.00 (KB> FITTINGS: TL= 15.00 PE= 0.00 PN= 9.05 PT= 9.65 <:KT> QA= 63.53 82= 2.00 LP= 1.83 PR= 7.77 PT= 7.77 TO QT= 63.53 FL=0.0406 FE= 10.00 PF= 0.48 PV= 0.00 <:KB) FITTINGS: T TL= 11.83 PE= 0.79 PN= 7.77 PT= 9.05 !KT', QT= 63.53 PR= 9.05 KF= 21.12 PN= 9.65 TO <:KB> QB= 65.64 PT= 9.65 *** BALANCED *** HYDRAULIC CALCULATIONS FOR: CELLO -EAG, INC. 11-0867 ROTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EQUIVAL SUMMARY PRESSURE f®s /Z NOTES <KB> QA= 129.17 SZ= 3.00 LP= 15.00 PR= 9.65 PT= 9.65 TO QT= 129.17 FL=0.0220 FE= 0.00 PF= 0.33 PV= 0.00 :LB) FITTINGS: TL= 15.00 PE= 0.00 PN= 9.65 PT= 9.99 <:LT> GA= 63.53 SZ= 2.00 LP= 1.83 PR= 7.77 PT= 7.77 TO QT= 63.53 FL=0.0406 FE= 10.00 PF= 0.48 PV= 0.00 (LB> ?='ITTINGS: T TL= 11.83 PE= 0.79 PN= 7.77 PT= 9.05 :LT> QT= 63.53 PR= 9.05 KF= 21.12 PN= 9.99 TO :LB> OB= 66.75 PT= 9.99 *** BALANCED **• :LB) OA= 195.92 SZ= 3.00 LP= 15.00 PR= 9.99 PT= 9.99 TO QT= 195.92 FL=0.0476 FE= 0.00 PF= 0.71 PV= 0.00 <:NB> FITTINGS: TL= 15.00 PE= 0.00 PN= 9.99 PT= 10.70 :NT) •QA= 63.53 SZ= 2.00 LP= 1.83 PR= 7.77 PT= 7.77 TO QT= 63.53 FL=0.0406 FE= 10.00 PF= 0.48 PV= 0.00 (NB) FITTINGS: T TL= 11.83 PE= 0.79 PN= 7.77 PT= 9.05 <NT> QT= 63.53 PR= 9.05 KF= 21.12 PN= 10.70 TO :NB> 08= 69.10 PT= 10.70 *** BALANCED *'* :NB) QA= 265.02 SZ= 3.00 LP= 15.00 PR= 10.70 PT= 10.70 TO QT= 265.02 FL=0.0466 FE= 0.00 PF= 0.70 PV= 0.00 <:PB> FITTINGS: TL= 15.00 PE= 0.00 PN= 10.70 PT= 11.40 :PT> OA= 63.53 SZ= 2.00 LP= 1.83 PR= 7.77 PT= 7.77 TO QT= 63.53 FL=53.0406 • FE= 10.00 PF= 0.48 PV= 0.00 (PB> FITTINGS: T TL= 11.8:3 PE= 0.79 PN= 7.77 PT= 9.05 HYDRAULIC CALCULATIONS FOR: CELLO -BAG: INC. 11-0867 NOTE: HEAD SIZE 17/32 K=8.2 & 7.96 STATIC 130 RESIDUAL 85 GP REFERENCE FLOW IN SIZE / PIPE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EOUIVAL SUMMARY PRESSURE /Dar h; NOTES < PT> QT= 63.53 PR= 9.05 KF= 21.12 PN= 11.40 TO <PB> OB= 71.32 PT= 11.40 *** BALANCED *** < PB> OA= 336.34 SZ= 3.00 LP= 30.00 PR= 11.40 PT= 11.40 TO QT= 336.34 FL=0.0724 FE= 0.00 PF= 2.17 PV= 0.00 ;M+> FITTINGS: TL= 30.00 PE= 0.00 PN= 11.40 PT= 13.57 <M+> QA= 336.34 SZ= 4.00 LP= 13.00 PR= 13.57 PT= 13.57 TO QT= 336.34 FL=0.0345 FE= 20.00 PF= 1.14 PV= 8.00 <:0+> FITTINGS: T TL= 33.00 FE= 0.00 FN= 13.57 PT= 14.71 <M+> QT= 336.34 PR= 14.71 KF= 87.70 PN= 26.09 TO <D+> GB= 447.92 PT= 26.09 *** BALANCED *** <D+) •OA=1£50.51 SZ= 8.00 LP= 13.00 PR= 26.09 PT= 26.09 TO OT=1£50.51 FL=0.0246 FE= 53.00 PF= 1.62 PV= 0.00 E+> FITTINGS: E T TL= 66.00 PE= 0.00 PN= 26.09 PT= 27.71 E+> QA=1850.51 SZ= 6.00 LP= 72.50 PR= 27.71 PT= 27.71 TO QT=1850.51 FL=0.1098 FE= 30.00 PF= 11.26 PV= 0.00 (F+> FITTINGS: T TL= 102.50 PE= 0.00 PN= 27.71 PT= 3£.97 <F+> OA=1850.51 SZ= 8.00 LP= 29.00 PR= 38.97 PT= 38.97 TO QT=1850.51 FL=63.0273 FE= 36.00 PF= 1.78 PV= 0.00 (RT> FITTINGS: E E TL= 65.00 PE= 0.00 PN= 38.97 PT= 40.74 :RT> OA=1£50.51 SZ= 8.00 LP= 25.50 PR= 40.74 PT= 40.74 TO QT=1850.51 •FL=0.0273 FE= 72.00 PF= 2.66 PV= 0.00 (RE> FITTINGS: ALV E GV TL= 97.50 PE= 9.20 PN= 48.74 T PT= 52.61 HYDRAULIC CALCULATIONS FOR: CELLO -BAG, INC. 11-0867 NOTE: HEAD SIZE 17/32 K=8.2 8: 7.96 STATIC 130 RESIDUAL 85 GP ) REFERENCE FLOW IN SIZE / FIFE LENGTH PRESSURE NORMAL POINTS GPM FRICT.LOSS FIT.EGUIVAL SUMMARY PRESSURE NOTES ;:RR> GA=1850.51 SZ= 10.00 LP= 260.00 TO GT=1850.51 FL=0.0068 FE= 180.84 :1U> FITTINGS: EE CV GV TL= 440.84 LTE T PR= 52.61 PF= 2.99 PE= 0.00 PT= 55.60 PT= 52.61 PV= 0.00 FN= 52.61 TOTAL DEMAND: 1850.51 GPM AT 55.60 PSI WITH 3.74 PSI REMAINING. GAMATRON CORPORATION CALC V76.11 rn cp A PRESSURE - PSI I Li MB 111S1,111:11.11=111" MEM w■,MIWwN MMM,■■M■, 11 1111nII II..NI INMIH1 11uNIaN11111 + -1-- ��b.......... � N11 11� ����{{ ` r.t,,. ,...._..a ._ , - V I r /.M . � 8181 r , + 1 1 1 ; 4--:-4. +� �•r-•---� 1 '-'--1--, C- . I 1 • t 'f-.- --i1w- EinarINIThilleill MPS MelIOUn 1N �■ ■NIIIMISSIMM �■.NI WM NNI•■■ IL. es■ NII ■MINI■NI •ri I . ,MUMNMOWAIIMICil III NOINIIIIIIIIMIII, i�FMwN 11111111=11111111111118 NNM,O, +- 11, +8181 -• ' +'.«+- -}i-{+ y ...4-7-.-+.-t-. Y y-,11111111 Willikalilli 1111wN11►.1■r/Mrti• ,11 WN raNM11N 1 i i I ,1-I r, -, 4 i r , t 111111111=1111.1111,MMN,w„wN 4;' +} 1 II} ' + +'+-".4,' _'+ + + 1 1 .+ --- i-4 --4 , , .-. f 4-4 • ,I. „r4 • I,•4.44 4 +' 1 t r 1 l- +8181 4, `' - ; 1 ,-1-.;- 4 1.. 1 { 1 ! '4 i41r ,' 1 • „ • . 11 !I 1' • . II ,I'I ,,,r +t--/-1+81.1- II 4,14 'l+, 'll tt Hi Or ,I' 4 41 ''4. I 4'-< 1 ,111 —44 • ! -.-a . 1 1-4-4-43-4-4-4,-4--! 1 ' - , - I ...1-4-4.-1.4-4-4-4-4 --.-, 1 . ' ' 1 , 4 it , , ICI j - I , + i-+,-+. , -1. _ 81-81' 4 8111•- 8181 II 11 i • 4,, ; .1 r /11.1` r r r I , f4 I. It• J1. .I .►f14- 4 , 1 . +I. r} '+ 1:1 - flflnn pp�� N 1111,IIIF 1, ■ 1 1111/ ' NNNN111111■111M, unil�,riM urm 11 11{{ 1: + 144,1111 . H 41IIII1+t �1f1 *14 41 ,jr.- -++, I! it r. ,11 4;.; 4'- +-4 1 NNW I' 14 Si' ,i 4 , . 14 , I ' I , - • � � . 7+14i-1--r+.-r..4j I i11 `1 } -4 -- po----r'- 4-1_481.__,-:-+-81 • 81 •••••••• • r . -. +1 I , r. ---r. • . -_ 81 81 •81 81 . - r, i 4 11 -4414 +.. +81-81. ......... H 1, I4 4, r+++ }r,. 4, I 4,• YI1 4+r11 I+4 4' 4+t+ . ++ •• ,1 I 1 I 4-181-/--8174-. . - + -' . , - ""--"--*':.Y.-_..-. ..+r --r * 4+-. t'• : �' •--.} 4 4 +� 4 --+{ 81 ++. 81-81 . 8181 . 8181. 4... ,.''4,,,,4,,,4,,,,4, 1. 8181 ,1 ++-Y-8181.. .♦ .... .+....Ory• •.,• 4 11 • ••. .::. ..a. .: r.:. -4-+r....+. •+..k -+;-r{ :• + 81 81++. •t 4 +, •• • .-- u.-.+ 4- j rt , 4 , :8111.' . • +. (-1- ! e44:4 �1+,} f t 14 ' 1 , 1 1tt 4 ; * ` 4 r' 1 +-r •++. ++t- .1 -+41. tLi- 4- +1-1 1.1-.1". 1+--'' • . •+-4 81 ... -. JJ -'+ • 1 +44 ,4. /1• -+-4'+.1 41•' ,14, ''' ++4 44- 4.4. ...................4, + 1 1 4 , -1-F- , +. .81...-y+.. 81 81 -+ _ .. ' a*.r L• 14-4,.-•. 44 MM■%N. _• • • .... ... .4-.-4- ..4.: REktOTE AREA = 4Scz s4 FT DLA5/TY = _ 3.e.;' iit--4 L4 /lE4©s ,� RELOGATESt1OeT NI tST PIPE NO Q,IST Ta -S 11/ 43 4. RELOCATE EXIST PIPETO LC ArtoN sNOWN b 3-41, RLL k7E cxis7: PIPE ToLOCAT 07E1_5. 27 A15NGv'N 00. CO _.... RELoCATT r_xtsT 01PE crisr) '2)V 4 0 � e+ e 17111 Tv Ayr 0- ©kAmt To:o d-� 0 { �s d� 0 1 $RANCH LINES /01103, 01, /d`,/01,1a9� //d� //.t�!/3 Trp !©v, los os, 111) 114 7-YP, -9- 4, 4 tV f7nY t0 Shies t) 1,4 c` szprfe /5 a ROOC SLOPI_5 UP 1 IN 13-11 3 5 EXISTIUA F/ NOTE, S . 102," z" SPKK 0 tiz7 THREAD✓ Y i} ?.-2'" TiC4 DECK NC. W '2.0,1 -UP ROOV z Roor PLAT, C_CL J ,t./A-L. m x tWie GLR (TYP) i _-a E CRSEC 70 AJ SCALE X3.t..1 O" /5-O 6- 1 1 12-0 41 1 v-4- TOMER A&1 YE 5 LASTER f YOTe /) 00 NOT L/S T PGS Lj D egELGCATE EXIST PIP1IV`.:'r Z.)05 r HURs POR ALL PF NEIN! RELOCATED H ,! N 5)L15TNEW FITTttic �o PJB R LocA EO PIPE 45' EL t. , 1 -.4 r ATTER. /VOTES 1 ALL f3RtM►UCI-1 LINE HMAIC.:PE. ROE 9f A I 1 FIRE DEPARTMENT NETO BE FOLLOWING O TESTS TO WITNESS i Y deMani TUKWIIA FIRE DEPARTMENT 244-1221 W4 RE 4o._/St f 33x£5 T t44L B E Y L -116U WRY fE _ a' DETAIL Nrs • GF -w A67:65 UPC ADL'I7 X 1ST 5PKR SYS Tc MELT NFPA 1,/3 5TANGARes z) PA/Nrttio $' wtttNc7, rt' AUYI BY OTtIEd_s' REPLACE 94.1s, PPB/ v/B G.iL V t"t.C E (PuSSt1RE P D VA) APP AS $ drowings affixes! ,hereto have been Wowed and accepted as meeting or $moi, g minimum requirements of the City of Tukwila Fire Dept , Bureau of Fire r�vantioafterthis datshall not Additions e these drawings be nstrueas approved or ed.. JUN 20197 CITY OF TUKWILA BUREAU OF FIRE PREVENT -MI MI OVED 1:::::, rr .rA. -_.- <—- - 1._.. rt - _34 r t c f - 1 sr- "f it. A� - `z f"1A1 c FACTVt214E _ PLA'Ur MDoiF1LD AREA • re CITY MA 17100 W VALLEY HVVY zO _ Amer HANGERS A U HOOK B COACH SCREW ROD C NC -CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRKT J J -BOLT K SHORT CLIP L L- R0O M TOGGLE NUT N MACH THD ROD P POWDER DR STUD R WEDGE ANCHOR T U v w x Y •� TWO WAY EARTHQUAKE MACE FOUR WAY EARTHQUAKE MAGE p INCHES STRUCTURE TO 1 PIPE SPRINKLER SYMBOLS of C TYPE 9 0. b W N W . r SPRAY O V2 3/4 SPRAY 4/2 SIDEWALL 1/2 4 1/2 DRY 1/2 TEMP RATING 0 0 a. vov ta 0 0 AA44rE kV 550 R..RZ) 27 212e TOTAL /09 Approvals Required OW MEP TV*WILA_ 1,1 TO FABRICATE DISTRIBUTION CYS ruKw ILA 314 $JEPt 2 SYSTEM HAZARD VET ORD cALc. GENERAL NOTES PIPE SIZING IL SPACING CONFORI4 TO NFPA PAMPHLET NO 13 STAND ARDS FOR A DkG HAZARD OCCUPANCY 2 ALL MATERIALS 1 EQUIPMENT TO SE NEW & UNDERWRITERS APPROVED PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS DIMENSIONS SHOWN THUSLY 11-111) 4 EARTHQUAKE BRACING SHALL SE PROMED IN ACCORDANCE WITH htFPA PAMPHLET NO 13 CONTRACT WITH SAME Ltd revi 17 100 VEST VALI EY 1-116FiVJAY TLIK OLA W/1514 SENTRY AUTOMATIC SPRINKLER CO 4 1 3 4 7 Engineer Date Sheet Job No t//c- - tr A/ 4 ' ±: ►. Wf vYtLC 7-a /— k r t 11-4 '6 rte s 1 V -24 to m - w 9 f 1/ i r• 1,4 V q ///: 9< i o r er a//c 7 ✓-.: t We' 444 O t — S n, 4 c rE Y F �{ i J �— 8 ✓/C G� FL G C M J LG C GI - 1 4.1) 1 /C� 8 ,P Ce/Z 0 G4' 4 .T , It 2 /0 • J T • i v / r ,fir _- G. 0 k - C•� L 1 -r ✓L — -- f` i ria --- 41/ // 1 1 t (+1 r41 4 l4 to 4 . Y ` 11r-- �z /c 4) ' n .G A C /r O .4/5 1 s l tJ .411 4-444 .^J O • i :c N ,t 7t: 11 cp i C 4 Or' 4 54#4... /2 a 1 i • 4 • 1 • t 4 l n4 .z _ -u- i _ x PI if, • b -v a. iJ N / d,.1 tr .- //'o 1. ry i 1 7� I/ N (7 2 .4 4� / Q" 3 1, Li z G t5 7 / 4 44#14.-- >r tv Z .q 3 tf�`C 1 \ N • N! s •A 444444#45544444#44#4 4 w 0 j tl 0 ,p 44444 .44 #'444' 4511441-44 41.4 1 (Y 6 0 3a. 01 I .41 4' • 4 , -0' 4 - 8 C j 7C !I. 4 Ps ►, v ? T r i ‚7- 1 1 t< s 1 Y*�f A .2/ ;; �s j / 1 71. J>°i' / G/ 1 � 1 \ f 3 .45[�� r Cy14. ea. t. -4i 2 0 ` ,r :x. -$4 3 ( tt 3 ? /t3 - • tio 1 / xi aa„ • Ka) 4.4 tN1 tr es Orr t4 Nis TOT o. 204. TN qi rr a �4 /2 c '/ o► // 0 Y 0)4 41 1-4 417 "?' 44 I 41.4 6 ? 14D, 7-4,47 • 131 4k I 0 e RI tri Er tic 2/' 34 - • 1 xi S • t 14 .', 0 * ---c ‘-) 'If I tt 1 II/ 4 P't. 4V 9 t* c/ - - U'/. cs 40 1.4 it 14-0 15, • • 454 444 eit • PI _ _—_i-__ 8 4 .e. it... 0-......." 4 • tjZ c. • 1 0 o. te 45. MACK T *00 11194G tFLA cm 140 ROO 14 NuT EVE 000 11)040 LAG SCOGo TOGGLE !CUT 447114 RING 4 L ROD NUT atom COVIII WAY (MTN/CA/AK 'RACE INCHES STRUCTURE TO IMPS -- TyPE a SPRAY SPRAY 412 1/2 1/2 DRY • • TENia RATING to Et° 212* 436 3110• • 4/4 • 0 • 7.1 01, • 512 t/a a 15, Iowa* rE TOTAL SCAT ArramOvE0 IT RECV • • OK TO rasAICATE DISTRIBUTION CTS STSTEM NAT ARO GENERAL NOTE S To WO* PAN4444-14T 140 53 STAND ARPROYECa. NA 1 ARO Z. ALL MATERIALS & EQU•PbsEirIT TO III Pito IL UNDERRAITEIRE TO CENTER EXCE•T RISERS O OmCmiCulaRrAINTCvaT CD Sy TM( *CLIAIKIE NTRA lialappaLET 444) 43 5,5544544 CONTRACT inTo4 • 444 • TT 414 Sei re automatic sprinkler co , • 2-, A IT 2501 SW traftSV MA713E14 CAI Ga 444 • 4 41 4999,49119 -4 4.7 172. I Jr { L. f rt 0 A f -S Lira 0 Ft 1 4 d " raffira of. If-. 9994.999999.419.9.9.9.0199994999 .,..�..._.rt . �� --- -- '7. _..�..., ..., 4-0 s, t 4))p- C" z, F' ✓ f i 111*.911919. r raz=garar======• = 1:4'. 3 sk. 4 4- 9— Soy -4114. row NOW 'Ur .c Aft -------+---,+---s-�1•- r J 49,7 -7- t f a 4 GI 0 1' 9.14 fft r'X .99 ... 4,4 t. 11 irftw ab 49. clk_ 41 - 4 00 4 4, 564.T71213 NEW 7:7-pire ennel bra. rallraf 17 1 fn. Sof Ara -a raraaiiprafrif co -44.9.9949 100 ff.. rafi Pdie 442 9.0 -14 raliara A/6-6 eY1STMIC7 4 To As SPIOtvAl -C 1. -44 ibs 4.-70 isst 4r frafra Vara 7-1 11111.11. firat -*rat. rafilliPS c. zg — inn f -Pt 3 7 e Nicci trf\ it -Iv 441.41, fe 7-0 -.4 44. It er- 14- Ora 2 MOO.. 110rafrarafftia- 144 1 4- ▪ ippra irarair Lies .4,444 6 Ir 57 Alf ..11.411991 1 dii 1 4 f rap 4-0 Pir Jo 1 / tS 49 1 1 Aft r 4.7 4.9 i "r)P" 't - M. • kr 1141 • .44 • 41. 4" let 499 .47 3,4 49. -13 fri 1ft 4.4 41. e‘e - 77,r77. -e-17 -- grAttLrE s FT 0E1s.StrY -Ssf.--/ 1-4-405; (5) _ a.= "•‘..t At Jo -6- rr‘ TTT TT, h .77 V 4,1 I I 11 :(1 NI\ A P ,t;ef 4 , Vi1/4114 9-0 j S0)KAI ThAu7'1 t V 60 - I 414. 1 C)W --46•TorTh. BRANcii UNIt5 /0-1,0f1 Id L., Id71 lot 41 1;111 TyP \ /op/kis; /0e)1(1,1(4 ,TyP, ss.9 /e_el Ico /4 /6 rutt..akr.; 6-rPL - - • 51'74 Z4 71.6 r_ - ttao - 22G 600/ _ pre- ‘4. - 3 _4. 1:5-0 EX15,TIU6a I -17 40.7. - "A. RoF" PLAN -V „ 3,1 111 A _ • ,.._ ---7 j 1 7- , , -- `% A -re ga" A -A F;g71-0 HOT /7/3,411 sPrg e 1/e THREACiS - ROOP SLOPES 11P r J1'3-11 5 X lW LP 2 rt. C7 Dc -CK Jt":. 2. 4 iP Q.DOF e". - h 4. t • e. _ at t h V 44, 4,th -- 4 -..-. • e a FirrER. NOTC5 1 ALL 131:141uCt4 LINE 1-a.4 t- A _ -77 4 77.7- 7.77-7-r r7r( 0 - 1 _ _ - • I 11/ TUhER Ar5j1,,r7 - 4. RO,DP - -5-rt_ / DC /4,..7- LIS r PL -5 LC) tLLAT IC. 57 PIP, 211_15T 1/(./R- P -OR ALL P(r--- NEW 3)rN ITTIA4.4 RE_LOCATELD PLPE a 3E_CT 0 Q. CU POLA 0 _ W4 c _ 4-7 t/1/ 61-11.Mr " 1 6..r31, / 1 orkgAr 1, 4 spfr sZ YS MEcr AJF-ph 5TANL4A-. PAW, TIA, 1,/t/ AAA; ir Anlyi Orr:: /e..S" 27..7 (PE.SE. • RE -D t - - - DETAiL NTS - _ -3 9 0 6714 _ HANGERS - U HOO COACH SCREW -ROD C ‘C-GLAMP TOP BEAM CLAMP. EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRKT BOLT SHORT CLIP L 'L- Rita° TOGGLE NUT N MACH THD ROD P POWDER DR STUD WEDGE ANCHOR - X TWO WAY EART11QUA1'E BRACE + 'OUR WAY EARTHQUAKE BRACE pINCHES STRUCTURE TO PIPE SPRINKLER SYMBOLS TYPE i/2 SPRAY 1/2 SPRAY 0 CI I/2 SIDE WALL 4 I 1/2 DRY <> 1/2 • ;an Al TEMP RATING 160. tt2 /2 symeot Kr 62O tDEVICE 0•121cNTEmP S 5 U K- 7961 G50 62.- 7:4 kt.1 10-fr17 gtg viummi JO A_LIO 1 - AE1.24S;a4 nva luawpedap .0 ' ICIVD _ siu4. lo amlewasaJdal e Aq uoipadsui "1"--- F%riail oi parqns si aoueldaboe leutj s2uukrteip pasmai Jo ielliwqnseJ e Gimbal iiim pue epl_teit'aope m4 r ioA Huln alep Si tii..)-1.te sfummi esoui. 01 SUOISIAei JO StaCI, ic.p 'sutrizi V 4' eC 6-11111htWli lO Ail::-.) et. 1 ft; t •.-.,, ecoe rue rah emal , uaeq GAN Cl.eieU rt.", I , ,.0 St.tiAw.ip eta 44 r tkc-r. v _ ,('c '<7 A trr" EX .51-LYDA 4 Mr "(1)- -TUKWILA FIRE DEPARTMENT LI:lease ca I 575 4407 rid give this jot) ) 0 _Lc gir-sonyo and exact address for shut- s clown or restoration approval. a 4. - R.--_ • :1441 s.e 4s,4 TrL:t- •Th TAT. ▪ /77 T ....e...e•-exe • - .4kt sk. 7-7...walmit `IF 7.57:-,X4P7117- air.e4014Xsaaecolee-' - -.. 17100 W VALLEY HWY 88-S-050 - - ?:13LL31 C3 CV! 71-'1 fld 0 I St' 0 S1 la -3 if -611 j3V1 6 -sa -AA to 4 e1212d1 PARZ) 27 Da- _ TOTAL /09 • Approvals Required 0111Itlk.: UK L A kE-?':l IJ4 L41 1 - 'OK TO FABRICATE 0 STR1BUTION CYS tiKtv ILA Efr.PER 0 %1E1 -4R LEN- "kt SYSTEM HAZARD E T ORO GENERAL NOTES PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET NO 13 STAND ARDS FOR A ex. -4 HAZARD OCCUPANCY 2 ALL MATERIALS & EQUIPMENT TO B E NEW & UNDERWRITERS _ APPROVED 3 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (i-41) • EARTNOUAKE BRACING SHALL RE PROVIDED IN ACCORDANCE WITH N PA PAMPHLET NO $3 CONTRACT WITH !,APIE rev( GEN REV 4.4.777 6A - rev' ztzFza.“-ibe fre.Loc.."-rm Nie- Ft)R kts‘ki C.LiPot-k CELL -3 BAG co IhC rev] ,req IWO VEST VA.L EX H 16i4 viAY TUkVJIL& WA SI -I eRI SENTRY AUTOMATIC SPNKLER C0,4 I 000 54-'7, AVE- E TA COAT 01- ,-q22- (A 4 Engineer A PDC PP.Or. Date Sheet Job No -OBEa7 s ACCEPTABLE FOR INSURANCE COVERAGE, BASED UPON INFORMATION SHOWN A'' SUBJECT TO COMMENTS ❑ HEREON,LETTER OF NOV 2 19 DATE NOTICE SUBJECT TO FIELD INSPECTION OF THE COM- PLETED INSTALLATION, AND CGNTRACTC;'S SUBMISSION OF CERTIFICATION OF REQUIRED FLUSHING AND HYDROSTATIC TESTS. O* f 0 8-o O* 0 0 Z /1- 144 0-4 A T= F(14 EX 8 TELEDYNE POST N16566 L u l r u LL 17100 W VALLEY HWY 88-S-222 a NI EZZAKI I K1 O -7 r - 1. Ovc 1 NITER LEN! Et_ Z., O Et_ sSt-1 16, 3. H.4J.1C E.RS TO 8E fa,EA.MS U►.%0, BELOW EX. PLATFORM TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. .e8S- and exact address for shut- town or restoration approval. ACCE'TE gWITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTAC.-IED LETTER The drawings affixed hereto have been rFvIPwed and accepted by the City of Addttilqns, deletions or revisions to these d��• �ings after this date will void thi acce.-innce and will ErI&uiiteFaTrsu Pitt aFifFr vhed drawin�. Final acceptance is subject to field - inspection by a representative of this department DATE: ...... CITY OF TUKWILA 575-4407 S/2- REVISIONS MK DATE BY A 1 PROJECT NAME• CELLO BANG. 1710 0 W \6&LL E" N kt'l TUKWILA wx , ,B138 'i' WORMALD FIRE SYSTEMS 1 1 0 Co S + AVE_ Tic c t— A W A C< 84Z..4k 9zZ <p DESIGNER 1::Ewa15 •••t M-1 DATE oma? zA 1986 JOB NUMBER ZZ.00ZocoCa i EX12� _1_►4c-- (v, 0 a- t 5-7114 4--r'14 9-11!4 N 9-�ly 9-7'144 g-1+144 9-x'14 O 0 O- a7 0 • P/45) io i'Iz, Illi. , 0 4-7 fig Cr r ills 9-1'1y. (e'Iy x ?Ljz G1 -13M /0 9-1N 9-7'1-t r� II�Z o I►I `i i v._ 9-1114. 9-1114,- _F-_)( )T 1Wlz 8" 1�i= �7An1 1NE 1T1014 = I _� TUKWILA FIRE DEPARTIV Please call: 575-4407 and give this job No. --O and exact address for shut= down or restoration approval. A14 ITHOUT COMMENTS. S 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 and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this deg ent DATE: b 198zY: CITY OF TUKWILA 575-4407 WASHINGTON SURVEYING & RATING BUREAt. SEATTLE. WASH. SAAR 3 198-7 As meeting requirements of this Bureau tor classm....tn, :; so, igrJ however, system changes or additions as recommendec ur.:m auh,• , r sheet(s) will result in improved rates. Acceptance applies to ur submitted and for construction and occupancy shown thereon. Frnr,.,er installation subject to inspection for final acceptance. till COMM emus and supepteaces mists erutuaively to raeUv tMett of various condlions t fire Insurance rates. Tlw are not to i e construed as bearing In any way upon the of Ater "due, pre" has been exercised with respect to Dia liability for lienor; tai ry or *Mtge to Proton?. It Is recognised the bemrds lrhteh m€- remit in loss stiff exist I L— �x_tRA__._NAZARII__Pl.P.> uLE. _ 77--�c;ZuRRe FooT- f HQ__..__ 17100 W VALLEY HWY 87-S-038 Sy �'s£ P2., PERMIT REr dN. REVISIONS MK DATE BY A A CC'P-1._1 T NAME: O 13A v 7100 10. YALLEy NLOY- u K W I LA LJPr. T.j WO FIRE SYSTEMS 0 (f. SL.ITH -AcoMA wA. 98'f&S% Av E. E. DESIGNER DATE i�jq/ ( 2o/ / JOB NUMBER SF `R(64. J3 KQf CASCADE FIRE PROTECTION CO.. ; - * 1514 S. Central Ave.. Suite C • Kent, WA 98032 • 206/851-6281 2 -O M-, r le ,4, 14 tni L i '4 , 3_Q CO r6-'4/sr, /Pa...." o )(1, i_o r 1 CONTRACTORS I.D. NO CA-SC-AF-P203MW o= d' cO—s _ 4 C L 6-5 — 4 C f -S FILE TUKWILA FIRE EP;' i MEY- Please cava: 57 -4403 and ;ivc this jab No. and exact address for shut- down or restoration approval, ,Freta :love been tha City of s deletions s after this a} e and will .�, �� rT�vir:ed dravrin gs y• ;,e, t to field- -t;ve of this 1 t4d e-6 LS Q 17100 W VALLEY HWY 89-S-012 nt MAR 2 0 1990 MAXIMUM FIRE PROTECTION THRU ENGINEERED FIRE SPRINKLER -SYSTEMS" et'9 D1Z 411v0 P o/Z, EXIST CUPOLA *I W/A. rp_CLE,,r: E�usT, STRuctUltE a ELov4 PRO- M:0Sb SY LEX(STWlq ,'Si.LC.R. 5ft - PO kK IN Tr+AT EQ E146f 311 W eT 9-1 141.0" CUPOLA 4 Co ROOF PLAkI SALe. : 1/4"= 1'-0" more SYSTEM DE51,./.01c EXt73A i4Az..MD PIPs. SCNEt1ULf W(TT{ A M,axIMUM SPA=1N4 OP so . £ Xt 3?. CUPULA W/A,' S. TUKWILA FIRE DEPARTMENT. 440 and glye 11; 575.q�07 No. t 2 and exact address gOWn Or restoration for shut tion appy ilt TIE-IN DETAI L _NTS LISTER/FI 1 T ER NOTES ASTRIGK IN DicAT's.S me. use A Z'x4xLt'i: HEADE-A WITA TECO CUPS . ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTAC ;ED LETTER The drawings aff1 reviewed and acc, Tukwila Fire Dept, or revisions to th date will void thi., require a resubmi ,. Final acceptance i inspection b re,., departmen lo t,reto have beer • the City of deletions after this and will ,:•d drawings. field- :;,ative of this `J DATb_BY:... CITY OF TUKWILA 575 -4407 RECEIVED JimSY 1985 TUKWA ILFIRE PREVENTION BURE;gU REV. NO DATE REV N0. _ 8Y.__. DATE 2.1.Veg. Se1Jb (4) RBt.IA61.e. mob Ca 55U'5) CONTRACT NAML• lie , ZIL° , 3at`1S SPRie)14L a CELLO BAG / CUPOLA i* (o coo eu.s to' -o" of z''� 3 cH P.0 BoX 5g81v ATN: AkthY TU<wlu.A) WA, 981e8, PIS * zs1-slot. 7/00 Val(ei 17100 W VALLEY HWY 90- IAUTOMATIC SPRINKLER COMPANY A PART OP NORMAL° RIR( SYSTEMS 110 fo 54Tt•1 AVE e A6T TACOMA) WA . 984Z4 P14* 9ZZ-00444 WA. ST CONTR. UO. NO. St-NT-RA-SIMNR I CA. ST. CONTR. LIC. Na 3203?S 85-S-232 DESIGNER 1 DAN BARrON DATE JOS NUMBER 0-12-85 ,�Z•34450 • fx15'1",NCa WAiz k oo6g Cut IN 'TO nX15TINCC Z W/ LAI 1,4�C+1-SE. — -�—�-- _� Z 1 8-0,,f DPTAI L 1 FOR 111,044 DETAIL 1N TWO AMA. ' °o I 2x12 JOIST .-0-- - - - ---Q-- - —Q D— �- 001I --0 - - - - -D- - - --D '/X161114C1 �o oL fZaoM OFFICE °'APPr1704 17100 W VALLEY HWY 83-S-059 NAIJGEg - 2.4 i4EADOk ►J/'rECo Ct.! P5 6 U HOOk. REV NQ /Y _ DATE .^ REV NO.— /Y._ DATE CONTRACT NAME C- L -t-0 PjACi 11100 k)ctir VII Hari •-(UKwIt-l.A , WA sigwrmy AUTOMATIC SPRINKLER COMPANY V TART RT a M LN INIs NOR I101y 5'}'" Avg tAS-r -1ACOMA , wA %4 Z4 (ZOO 922-!01044 NA. ST CONTR. LIQ N0 t-NT-RA-MMR#j CA. !T. CONTR. LIC. NO. none DESIGNER DATE J JON !KHMER x l5'rI)JLy WAeE$o060 0 --- (LF y /,in," P/PO. oa TJ eK AND 5EGUf . CU7 0470 Ek15T N6, ,Z" W 2-kI M&GH..'(EE. 11Z tO ` -02 lilt 2 —I _ 2 NEW OFFICE 2-x LL_ Joi51 001 —0- 2 - ❑- - 2. —D - —�— — "X15111.1C3 l� fZc4M OFF CO ADDrri9N -- -0 — -D —0 REV. NQ DATE AEU 110. =NMI M.� 1 CONTRACT NAM, FjAC1 11100 W I ViN lley Nwy -MN/,LLA , wA A RANT 0/ 110101AL0 IIUI 01011I10 I Cale M Avg A5? -TACOMA , WA %-4Z4 (ZOO g22 -c, '4, s. w cam um ROt seinwownsati DESIGNER CA, sr CONTR. UC X10. same JOB NUMIER UTE_. f z IJ1 OPENIKC1 0 0 iV I lg FISTURE. _t4 U K OPEZ If`1CI .Cr 9-o P RANO-LIKES FOR__ CHI KIERY.OPMKIC4 TRU MEZZ. SLAB 2 EXIST BR 4LI�IE 1 -KEW QmcEcL2LrVEL _SCALf-_i4.'_ }_p' 17 1' REMOVE TWO PEAIDE),IT 5PR11t}4.2RS TURRIPF(gttif‘AAMt1d15UPPLY Please call: 575-4407 — a#d give this job and exact address for .shut, c (� STRUCTURE TO CENTER /� LINE OF PIPE IN INCHES SPRINKLER LEGEND �YYo SPRINKLER ORIFICE SIZES AND TYPE WW -N N 1- 2 3 7 1 SPRAY 16 B 16 2 O 1/2" • 1- 4 17 SPRAY 32 O O • 1- 2 3 7 1 SIDEWALL 8 16 2 4 4 1- 1DRY TYPE 2 3/4" !- la" 1? 1' 1' 1" TEMP. RATING 0 165' 212' 286• 350' 2a 1/2 0 1/2 FOR❑P 1T 341T COMP 3I:•TED!NR ER THE ATTAC 1Ef S LiD E.I LETTER P94 c'.ra�gs affixed -beret reviewad and acc^pte'1 by t ire no ,t./ 1 lit Tukwila F or revi:io date % i I I requir. u is to tk-- void thi -ubrnii I TOTAL hP ve been e -C ity of 31-1 , deletions s after this :n ed will -ev'ed drawings. •, c.Ibl Final acl tsto ield- DF74O SE) a. inspecliV11 by a represcnt„afivc c f this own --or °ratio Y •LAS NTS r .rnent DATE: 2LartaBY.i) 51212_ 5-"'-- Rales 100 W VALLEY HWY NORTR 96-S-064 1 RE±2.UTE AD) A REVIs1OtfTY OF TUKWILA 575 44Q7 PROJECT NAME REDI BACK_ 1711:0_0-WESTVA 15Y1711 GHWAY UKW_I_ -- 0 Grinnell FIRE PROTECTION SYSTEMS COMPANY 1106 - 54th Ave. E. Tacoma. WA 98424-2733 Contractor's LiC. No. GRINNFP137LE DESIGNER DATE JOB 14UMBERF a same T1KEa iZYf1EK- ZzG=-9G 41.02.3407-&44:1 i; e/cfL lo- ADD ),IEW PENDaJT (FOR I11EWOFFICf; — _ -- I — —ti)-- — 1410. — — 1 -KEW QmcEcL2LrVEL _SCALf-_i4.'_ }_p' 17 1' REMOVE TWO PEAIDE),IT 5PR11t}4.2RS TURRIPF(gttif‘AAMt1d15UPPLY Please call: 575-4407 — a#d give this job and exact address for .shut, c (� STRUCTURE TO CENTER /� LINE OF PIPE IN INCHES SPRINKLER LEGEND �YYo SPRINKLER ORIFICE SIZES AND TYPE WW -N N 1- 2 3 7 1 SPRAY 16 B 16 2 O 1/2" • 1- 4 17 SPRAY 32 O O • 1- 2 3 7 1 SIDEWALL 8 16 2 4 4 1- 1DRY TYPE 2 3/4" !- la" 1? 1' 1' 1" TEMP. RATING 0 165' 212' 286• 350' 2a 1/2 0 1/2 FOR❑P 1T 341T COMP 3I:•TED!NR ER THE ATTAC 1Ef S LiD E.I LETTER P94 c'.ra�gs affixed -beret reviewad and acc^pte'1 by t ire no ,t./ 1 lit Tukwila F or revi:io date % i I I requir. u is to tk-- void thi -ubrnii I TOTAL hP ve been e -C ity of 31-1 , deletions s after this :n ed will -ev'ed drawings. •, c.Ibl Final acl tsto ield- DF74O SE) a. inspecliV11 by a represcnt„afivc c f this own --or °ratio Y •LAS NTS r .rnent DATE: 2LartaBY.i) 51212_ 5-"'-- Rales 100 W VALLEY HWY NORTR 96-S-064 1 RE±2.UTE AD) A REVIs1OtfTY OF TUKWILA 575 44Q7 PROJECT NAME REDI BACK_ 1711:0_0-WESTVA 15Y1711 GHWAY UKW_I_ -- 0 Grinnell FIRE PROTECTION SYSTEMS COMPANY 1106 - 54th Ave. E. Tacoma. WA 98424-2733 Contractor's LiC. No. GRINNFP137LE DESIGNER DATE JOB 14UMBERF a same T1KEa iZYf1EK- ZzG=-9G 41.02.3407-&44:1 i; 1141 FEB 2 7 1996 ikopo (27 0/7/z/ ----- - • 011ft-TZ-Lar-ia-sr-Orre--ar.dor InOsi • • top ;°-At) --4-- — 1 ! 4111.1.=•••••••••••••11pr 51 TUKWILA FIRE DEPARTIVIEN1 Please call: 575-4407 and give this job • No. and exact address for shut- down or restoration approval. r2<iii OUT COMMENTS. D AS NQTED IN RED PER THE ATTACHED LETTER The drawl e affkel reviewel afti or , Cidtt' .../1 , requies.: hereto have been I the City of dektions iII t!iis .; Finll ;I field- inspey'i•feet e,r.iemative of this dew.rt;:lehZ: DATE:,/2--/- 7( BY: e -tis CITY OF TUKWILA /AA /575. z/C ILNr VJJ -) 1--177•DA) •URAGV/2/..4 0 EX r aS/ OA) /--/NE- #/ /;/ae--,e 42-y-ff 4)0 17100 W VALLEY HWY 95-S-299 ed0 &-; /7 MO 1,0 I c) al -c4 •\* • ACCEPTED WITHOUT COMMENTS. El .AS NOTED :IN RED Q PER THE ATTACHED -LETTER The drawings affixxd hereto have ,been reviewed and accepted by the City -of Tukwilh Fire Dept. !Additions, deletions or re✓isions to these' irawings after this date will roil hi.; .p. ptAnoe and will require a resuu r .ittLl of revised drawings. Fin t - ,tince is subject to field- ins,,e.c`I ;.i :Jy a representative of this der ct,...,n DATE:tz 4'$VBY �/'✓YeY-e �jl/ CITY O f -`T U K W I LA 7J 3 575-440 FELE \) 4' TUKWILA rIR =-EPMrIV1 NT Please caul: 570-4407 and give this job No. e g--7,7,. 1,..., and exact address for shut - i down or restoration approval. Ck. a 17100 W VALLEY HWY 89-5-227 IQ 6 -€. E v, € • a,. /• j rte; rtt(t-` { L • a ti. Lc - c Q. • 206-483-5077 ADVANCED FIRE PROT. 614 PO2 SEP 10 '96 08:44 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. q‘---.51. -2-1 and exact address for shut- down or restoration approval. Demo vtv ly 15 f" O 1.',.. J FILE DEVI° ALL '1nac NEVI€ r?L.4J • /-7/C0 GV.. /1-7 17100 W VALLEY HWY 96-S-219