HomeMy WebLinkAbout18825 67TH AVE NE_00639_2026 International Conference of Building Officials
REGIONAL OFFICE: 2122-112TH AVENUE, N.E.,SUITE B-300 • BELLEVUE,WASHINGTON 98004 • (206)451-9541
BOARD OF DIRECTORS OFFICES OF
JERRY J.BARBERA,P.E.
CHAIRMAN REGIONAL MAAGEtI
EUGENE J.ZELLER,P.E.,C.B.O. RUEN-WEN MARK CHANG,P.E.
SUPERINTENDENT OF BUILDING July 9, 1991 REGIONAL ENGINEER
AND SAFETY E.LONG BEACH,CALIFORNIA Plan Check: 6074 JAMES REGIONALL NG EINGINEERS.E.
LES
Pro ect: Westar Buildin #601 CHARREGIO AL ENGINEER S.E.
FIRST VICE-CHAIRMAN � g
JAMES L.MANSON,C.B.O. Sprinkler Check
DIRECTOR,DEPARTMENT OF
BUILDING AND SAFETY Dave Anderson
COUNTYOFSPOKANE
SPOKANE,WASHINGTON Building Department
SECOND VICE-CHAIRMAN 238 North Olympic Ave
PHIL M.HERRINGTON,C.B.O. Arlington, WA 98223
DIRECTOR,DEPARTMENT OF
BUILDING AND SAFETY
RENO,NEVADA
Dear Mr. Anderson:
IMMEDIATE PAST CHAIRMAN
WILLIAM E.SCHLECHT,C.B.O.
MANAGER,BUILDING AND The automatic sprinkler system plans and calculations submitted b
DEVELOPMENT SERVICES p Y p y
PASADENA,CALIFORNIA Commercial Fire Protection for the above-named facility generally comply
RON BULLOCK with UBC Standard 38-1. Our comments are:
CHIEF BUILDING OFFICIAL
SANDY,UTAH
ROBERT J.EPPSTEIN,C.B.O. 1. The main building area is hydraulic designed for an Ordinary Hazard
DIRECTOR,BUILDING CALIFORNIAND SAFETY roll 3 occupancy. Desi criteria used is .19 GPM over the most remote
FREMONT,CORNIA group �
BOB FOWLER,P.E.,AIA,C.B.O. 2,100 square feet. A room approximately 12' x 140' in size on the east side
DIRECTOR
OF BUILDING
ISSPECTION of the building is designed for an Ordinary Hazard group 1 occupancy. The
JAN P.GASTERLAND,C.B.O. office areas are calculated for light hazard occupancy.
BUILDING CODE OFFICER
ST.PAUL,MINNESOTA 2 The design of this building does not allow the building to be used for
DOUGLAS E.HOOD,C.B.O.
BUILDING OFFICIAL high-piled storage.
COLORADO RIVER INDIAN TRIBES
PARKER,ARIZONA
GORDON W.MURDOCH,P.E. 3. Plans should include details of Fire Department Connection piping,
BUILDING OFFICIAL including4" check valve and 1/2" ball drip.
DANA POINT,CALIFORNIA
MICHAEL J.NOLTE,C.B.O.
BUILDING OFFICIAL 4. Drain valves should be accessible and their location above ceiling of first
CRESWELL,OREGON
floor office clearly identified.
ALAN P.OLSON
ASSISTANT DEVELOPMENT
SERVICES DIRECTOR p
PHOENIX,ARIZONA 5. Sidewall sprinklers used in ordinary p hazard occupancies are limited to
RON PERKEREWICZ,C.B.O. rooms of 10' in width (protected with one row of sprinklers). The 12' x 140'
DIRECTOR OF COMMUNITY room on the east buildingwall should be redesigned to utilize standard
DEVELOPMENT
COUNTY OFKITSAP upright sprinklers installed in accordance with NFPA 13.
PORT ORCHARD,WASHINGTON
THOMAS R.THOMPSON,C.B.O.
BUILDING OFFICIAL 6. The underground supply should be equipped with approved/listed Post
BROOM COLORADO Indicator Valve located no closer than 40' from the building. (NFPA 24 2-2.6)
ROBERT D..WEB WEBER,P.E.,C.B.O.
DIRECTOR,DEPARTMENT OF BUILDING
AS VEG S,NEVA K 7. Underground supply piping should be flushed in accordance with NFPA
IASVEGAS,NEVADA g pp Y p�p� g
ALLEN 0.ZEPPER,C.B.O. 24 g 8.
BUILDING OFFICIAL
STILLWATER,MINNESOTA
8. Water supplies used in hydraulic calculations should be verified with
PRESIDENT local water or fire district.
JAMES E.BIHR,P.E.
FAX NUMBERS
Order Department (213)692-3853 Static = 82 psi
Plan Review (213)692-3425 Residual = 20 psi
ICBO ES (213)695-4694 n
Administration (213)699-8031 Flowing = 6700 gpm
Indiana (317)879.0966
Missouri (816)741-9475 Main Office: 5360 South Workman Mill Road • Whittier,California 90601 • (213)699-0541
Texas (512)343-9116
Washington (206)637-8939
r
Plan Check 6074
Dave Anderson, Arlington
July 9, 1991
Page 2
9. System should be provided with a water flow switches for central station alarm or other
approved means to provide a tamperproof signal should be provided.
10. Sprinkler systems should be supervised by an approved central station.
11. The building plans should show all structural elements that effect the placement of
sprinkler heads.
12. Details should be provided to show how vertical and lateral sway braces are connected to
the structure and the type and size of connection device.
13. The installation of the underground supply piping should conform to NFPA 24.
14. All required acceptance testing should be performed by the installer in accordance with
NFPA 13 1-11 including: (a) Systems should be hydrostatically tested at 200 psi for two hours
in accordance with NFPA 13 1-11.2. (b) Dry system should be air tested at 40 psi for 24 hours
in accordance with N-TA 13 1-11.3.2. (c) An operating test of dry pipe valve should be
conducted in accordance with N-TA 13 1-11.3.3. The results of these tests and all other
required tests should be recorded on a Contractor's Material and Test Certificate.
15. The Z members should be designed in addition to all other loads for a concentrated load
of 250# plus the tributary weight of the sprinkler pipe (full).
Our headquarters accounting department in Whittier, California will send you an invoice for this
plan reviewing service based on three hours of professional time.
I am returning all data and plans to you and sending a copy of this list directly to the designer
to facilitate the plan review process. If you wish me to do the recheck, please instruct him to
revise the plans and specifications, to indicate on a separate sheet on which sheet or detail the
corrections may be found and to return the check prints. Please feel free to contact me if there
are any questions.
Very truly yours,
Charles J. Williams, P.E, S.E.
Regional Engineer
ljh
c/Commercial Fire Protection
COMMERCIAL INC. L[EUT L,& OF MUS VEDU L
320 Commercial Ave.
ANACORTES, WA 98221
DATE J09 NO.
(206) 293-3774 428-5636 NILY
ATTENTION
RE
TO GZTV C)F ARL T NGT(,)N ' -
2- fR N. OLYMPIC AVENUE`
API TNC-;TCIN- VJA 98223
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings 91 Prints ❑ Plans I - '`;—flons
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTIi
CALCULiJIONS �� 1
S FLOW CHARTS
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO ETIL
SIGNED:
PRODUCT 240-3 Inc,Gwton,W.0147i If enclosures are not as noted, kindly notify us at once.
Ipipt Ka
— Y�I�YJW '.. �,� 1 r,�l.: 11 �� I�IiIIL���L' ■ 1�,Id.��"' 11� �.r • Ir
_ 1
_ _ _ _ _ � _ I _ ,�; 11� �'� 'fir-L• 1� �I
- 41 "We _V 6.d* _ LEI �I 1'P - I - 1ILV1,,II U jW V L I, N
_IY�:Im11C�a 1 1 •'a 11 ■ 1 �_ y l l l .10 1131111
6m -Lis IV
- - - %:TtiL In 'I I If Fjsa
- 1 I
M 1
�. ■ ■T 1 1 1
ON ■•R* 1 loll I_ 11 -■ 1 n mur, 1 I 111 ■I 1 11 1-11
1
,imam II' - rIS — - I - - ■ - 1 ' G I11 1 1 .1 11 ■ 1
11 -1 1 1 • -
PLAN REVIEW APPLICATION
TO: International Conference of Building Officials
2122 112th Ave NE, Suite B-300
Bellevue, Washington 98004
Attention: Plan Review Services
FROM: City of Arlington C David Anderson?
238 North Olympic Ave.
Arlington, V9 98223
Please provide plan review services for the following project:
I. Name of Jurisdiction: City of Arlington
2. Name of Project: Westar Building
3. Address of Job: 18824 7th Ave
NE
4. Valuation: 89,000
5. Seismic Zone: III
6. Basic Wind Speed: uu
7. Frost Line & Snow Load: 37
8. Soil Bearing Data:
9. Project Contact Person
and Address (Optional):
10. Copy comments to contact person (circle one): yes no
11. Please circle 4ications
Two, Three) set(s) of plans and one set each of calculations, soils
report and spec are being enclosed.
Please Check:
( vJ Enclosed
( ) Under Separate Cover
12. Please check plans under the following edition of the Uniform Building Code:
( tom) 1988 Edition
( ) 1991 Edition
( ) Other: (please specify) "Sprinkler Only"
13. Please check plans for compliance with the additional following codes:
Signed: /. Date: Alz Z6//
Building Of i 1
t
1t i s
r
•
iiiiliiliiliiiii11i11ii1111iiiiiiiliiiiiii i=ii='�i'r'�Iiili,III, liiiiiiiiiiiiiioil "
l�i/ 111iulliiililiiiiiiiliiiiiiiiiiiililiiiieiiloll, i
1111111111111111111111IIII!I1111111u11111IM111111111111'lolls 1111111 In,1111I11l1111111nu
evolving IIu11111111111111111u11111111111111111111111u111u 11111111�111111u11111111
11 11;1111111111111u11111111u11u1111'1111111111111111u111111111111111111111111111111
p = iiililliliiI I
NII111111u11�1111111111111II111N11'11�11IIIIIIIIIIIIIl1111t1111111111111111111111111
ll
eitI111111111u1111111�111C111111 11IIl111etloll I101111 C1111111111111111111111111Y11
111111111111111I111u111111'1111 Ilul11111�111111'me "1 111%IIICIIIIIICIIIC11�:11
S i11i1iiiCt*uirnrllNate ii I1i rAIItsC11i1i�ru1 11"�fi111�ni�111C11111111111111ni1
11111115
■■t■in■flNo "Illn'n i/unf f /■u/■■riNf ■t/ ■■■/nN/n■//■///■u■r/rtrr■r■u
1■11■■1/1■■11111r N1111�in 11111 1�1111111 u1■1111ur�111uer111e■1r111r■IItIl1/1l■1
iiiiiillunlliii�iiiiiuiii'1•irl�lufn111hint=r11n19iii11iiiiiiliu'riiiuliiiiiiiu
u um ■ u.r■ ■ n■ = 1i
lilull'luvlmsll i=ite�1111�i re=iunit iQ �iuillii� l�l�u;rlrf,■11uP,j1 iii nii=iiiiiii
1i11111ililllllulili11C11iii11.11Z"■ila
1■11iii�41 .1fii��1■11,11/.n.
Gilf■r=l.rrrr'rrlrr 11rr1.■l1
11uN �nu111nnlleiutnu`I'm Pa1111 1n11�1111111uu11nrnn111111/1■111
111111N _ 111111 N 1 t■NItN ■.r tall 1■ 1/H■rl 1■rr■./■ . .■r ■■■1
r1111ie limo I .10l 1111,111�l:i_■.��u�uulr/i�°'11i'.`,11, i i%ul;ICi 1iif1■=�1' "
a silir��i i uiiZ;i'r1'i'�ilriiii' 'iia :r'�w'■lfrr�i r1 :1N1i11i1iri � 1■ i=1=► �
nnln ■ O ■ ■l1 ■r. ■■ f .■ �rp1 .UI/■ 1n . l ■ r
1■r■Ol /■1 1ll<�IMn0�■ M 11� ■ 11 1rr/r.r./elrr!�.,r■ nU■.
unuulmllnn':1�.uani n '■■n� ll �i" 'riZ�iiil=tGa■ =re'.=n.' .
nuwuw uun u■1 w■ r■ . m 1 t, m 1 m
■:u:u:u:::i:;;:u;::ii::::n'ii'■:1i;;;:ui' ;::uw:n"r�'.' r:iull...; ns::::
wl1=iii;��'rr's1coal!�l ' �Y'i ■iiti�l rr iii■u"ai r'N: _UIU1,:::_:lII >
I:i1:u 111,asoi;eselal u'1or1.■ i �� . r '=■1 ■ r'=r� rn
:::::u; :i::l::':;l'r�'an'�'r'I� ' �11 :' r low n 1::. ;1'u ;:r:illiii
::i;�: iiiiil�i:�'::lufriit !r as �■ ■ii��pp'r�ia . r fi'i is i::.111:r ION! on
Mill ' ::1:;;:::;:::::::1;::11::1i 'Hi:11111'j�j11::1::::'u'11':u i■ :11i'ui:::'1::: ::;;::i;
:■:n:n::n:1:::u::l:u::u';I:u::IN:r:mwllu:l:as=r1�I1l:::;�1:liHulli: :N1'G■: r�'ail .1� Moo. u :uur.l
■ r■ ■ . h1.■ ■.sel■
1lnnrr=r1'rinnnnmin�a-on111.1 -alma=■lul■u ilnu■ 1■1i11n.=■ u1■6uur r ■ ■_ ■I/�'mun =unuu
I::CCL1C:1C:CCCICIan.11iCu�::i�C11: !'doll 1'13111:33t.21:101.:URC�I •0:1111..i:ii:5.icl�I::��.Ca:EC:a�:Ca
1111:111:1li::::iui Ill:lilil:llililli 1111: 11®11w!1i11::IN.:: ltell. ::1:1 "1:::Ill::i.'1'1:1;::::u l:in ....In He
= �uiiiiiiiiiiiiiiili'uiiiiiii��iiiiiiii
iiiiiiiiiiiiuiliiiil Mil Ill"ii°iuiiiiiliiiiliiiiiiil�ul ul#l,iiuiiiiiiiiiiiiiiiliiuiiiiiiuii
1lllllllllliiiiiillllllllllullimilllllll�11111111111hllllllllllln111111111��11111 111HI1u1111111 111111111111111
iu1111111 iuu111111iiiililiiiiiiiiiiii
1111111111111111111111111111111111111111111111111111'lll lull 11 i!I llllllllll lull lull lull lllllrnullllllllll llllllllll
Illlllllllllllllllllllllllullllllllllllllllllllllllllllllllll:1g1111111r11111�11u111111111111�11111111111111111111 '
nnuliiiilii"I�i°�iiiiliiiuill�r'�• 1°�� 1l�lrrlllrllrllllllllliiiiiiiiiiliiii°liiili
IIIIIIIIIIIIIIIIINIIINIIIIIII�� i IIUIIIIN11u11g111nii pull,1i11T IM 111 1 Ilulllllllllllllll�lllll ullllllllllllllllll
1111111111g1111n1 flll 111HIHg11111111lIIIIIIIIIIIIIIII r11aAA111 1111 IIIIIIIHIlIrIlIIIIIIIIIIIIg1111111111111111
IIIH Illrllllllllll 1 It1111111111111111111111�1111111G11r�IC1'ylllr�ll 1�1111111 rllllllllllllllllllrlllllllllllllllll
III�IIIIIIIn111111111111111111111111111111�111Ill11111111 loll
11111111111110 IHlitttf�Y�llg7iiCi111i�liliiiliiiiiiiiiiiiiiiiiiiiiiiilii111
lrrrrr1e11111111111111111111rr1111r1111!!l1glr1n1111111tI7 rr:rll 1 rr ! Illllrrrrrl1111er11 r11r llnlrrnlrlrr1111r1
r111111111rr11111rr1rr11r1n111rr1r11111111111l�Illlr IIa`1r �rr1lrr=1�Ir 1 11111l11/1ne11n1l11r1r1lr11rr11rr1r111lrr11
milli 111iiiiiiiiiiiiiiiiiiiiiiiiii1i111111lu1rillili�llllirir13111l111111ii�1111i uiiiiiiiiiiii
II1I111111111111111111111rtInIr1111r11111rr11lr1111r111�oil 1RI1it uIlirR/1y rrer1rn111111111I1I11111/1e11e11111111
s IN
Is
We11111n11111111111e111t1111t1t111111 ■t1r111r1 11111MI 1rn.■ M I�g19(9it'11 tyltr111111111111111t11111■11111111111
N11e1e1e11111111111 nllrllii 11111111ee 1n1r11I 1nelefltl fill i 1 e, rsellrlilliltlillnll11111111111rr1
1lnunmrnu1111, m nuuuu un iul rn 111e N rp •••! ■ ■ = uunnuw unulununum
1■1e111■lle■■elIt1111111111u sit11illIM11111t111/1 /1/111 r�ri ii ee ! lIIr111111;,C1e111■■■rt1/1111e1ere111■1//Itlt11
n■1n11u1■n■11nn11n1nn/qu/OUl■n11 ■n■n11/11, / ■r1 u1 ■n1 iefl■rUrr1.01■nnl■Dun■1f1/rfU■n/UO
�1111111111111111111111111 u11111111111111N�11111111111111p 'n;In.l�li111`M�i1�� ��`%���111'1111111111�111.1/�1111111
1■■■1//1lI■ ■l1■1t1111111■1111tr11■11/I/lntl■■1■■/1111.11rt.■111�1��U11 If1tC111ilflr�.r1■r■1■/lrnl/1■nt111111111■1111
■r10r....r nu/■U10uu■111Uin, nrinr a■,.Ur /1r1U61�■fi■ Y /1n■rn nu nnunuunwulnnuu■1
::i:;;;::::::::;:;:;:::;;:::ii:iiii;iiii:irili:i`iiiiI r■.ri�t1,.■ r iiiiii:uli':iii:iii:i:iii:ii::iiiii:::i:ii:i:;ii1
■.■uunnnnn■anunnnuuuuunrrl..ounu..r.re . uunuu w:1:r ■ml!uunuuunuum oo
:::::::::::::::::::u:u:;uu:u:u::::::::::::i::::::;1:::::ni■.r�i;uuiu:l::i:::iri�:■".n::=i::oil:::::::::;:: :::::::o loan:;
**moo seemmnn■ mooaDamon■■■■..omm seen Bologna■■nm■f mo na■a ma■.7■■!■\■n■m■.mnDN.■■ ■■ ■ ■• ■.• ■■ f/nnm■•■■ Doom
1nm=�i ■. =■=num..nnnnfuuu_=noun■ ■nwrl' .Ing■'n■�rulurlurr■ufn=rw1■1 "•_ lrllmu=ni■:nm
\am■D■ N■1 ■•■\■■•■■■.■ .■■..\.\■ • a■ ..• ■■■■ Damon O ■ ■ nommoo ■M•f.■ ■■\■ !1 .. .tip" .■ ■■■■■ ■. Dann.
:::::: :■ nnss:i::::::::i:::::::I.S.1 1MOO. its�ii•iY" r•J ■ :• p'•"�"1"l�- Mf�.YWY ■.■. 1•I.•.I■N■:�„iiiiii iiiii iii ii
u.. ■........ uu..uuorn.v ■ r rrr �jp g & .i .. ■■r u.uru.•ou•ruu• noun
. ..... ... ............... . ill anon,s.rSr=r=u•�i��iCAiiiGG�lTimi �i�uZlli a 1«m:ur�uuuauuwuu..........
'uuwr.i uoo........ouo■io.i" r=oorruu=.fi�`rrror..r.0 Mu 6. rr..w...u..u•........r...y...uo..
..■■..■• ■■■r....■.i.YY�riM������r��i13 MJM�G:�: ���r�.Y IMrM• -fir �Y. rIYY•����' Yl�i��i���
Ir1111111111111111111111111111IIIIIIIIIr1111111Sr11111111mry��11[ Ir1 IlA1111111111111111 11111111l11/1111111111111
1111111111111111111111111111111IIIIIIIIIIIIIIIInr1111111Allllilli1111KIIIIIr1111lIrI111111r IIIII11n111/111111111r111
1■rr1■/111111/■.■■1/rrr■//r/r.■■■■■//l1i■'■//1■■■/111■/ln1/1/■///1r■'/■l■//N/e/ 1//t■■■ ■ �f11NIr11t1/1r■1111111//11
ununnunnn.unu.s■uu.rnan r nnunununnnuuu. uu.p.f peer•■ 1 r urnuuunnnuuu.
r11111e1r1erellllr111rlrrlrrlrnrr1r11fllellllt1111111l1l1llMill!lll onemoo
1 Y,..lr1.r11111i11111r1uirlrl1r1r1i
.� room .ammo�
H YDRAULIC DESIGN INFORMATION SHEET
5-9-91
Project Name : WESTAR PROPERTIES N . W .
Cale by: D . Yates
Protection by: COMMERCIAL FIRE PROTECTION
Property: WESTAR PROPERTIES N . W . BUILDING #601
18825 67TH AVE NE
ARLINGTON , WASHINGTON
-------------
SYSTEM DESIGN & CALC SUMMARY:
HAZARD DESCRIPTION : PAPER PROD . STG TO 12 ' MAX.
MINIMUM DESIGN CRITERIA = . 19/2100 S . F .
BASED ON N .F .P . A . #13& 231 WET SYSTEM
SPKR ORIF . SIZE = 1/2 K-FACTOR = 5 . 6
REQUIRED WATER AS CALCULATED :
SYSTEM REQ'T 624 . 24
I/S HOSE &/OR RACK ALLOW .
OUTSIDE HOSE (OR COMBINED ) 500
TOTAL WATER REQUIREMENT 1124 . 24 GPM AT P .O.C .
PRESSURE REQ 'D : @ P .O . C . = 78 . 6 P . S . I . @ B .O . R . = 68 . 95 P . S . I .
WATER SUPPLY:
STATIC PRESSURE : 82 P . SJ .
RESIDUAL PRESSURE : 20 P . S . I . @ 8700 G. P . M . FLOWING
FLOW TEST DATE : LOCATION : $ITV
INFORMATION SOURCE : WATER DEPT .
FLOW GRAPH SUMMARY:
TOTAL PRESSURE AVAILABLE @ 1124 , 24 G . PeM . = 80 P . S . I .
TOTAL WATER AVAILABLE @ `Qq rra P . S , I . = 1383 G.P .M .
------- —
;------m-------------------
ABBREVIATI6I�$
PT — PRESSURE TOTAL E. — 90 DEG . ELL B w' = BUTTERFLY VA ALV — ALARM VA
PE — PRESS . ELEVATION EE — 45 DEG, ELL GY = GATE VALVE DELV — DELUGE VA
n
HYDRAULIC CALCULATIONS
--- OUTLET TABLE ---
OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET ) MIN . FLOW
1 5 . 600 13 . 079 20 . 25 23 . 50 19 . 95
2 5 . 600 13 . 584 20 . 64 22 . 66 19 . 95
3 5 . 600 14 .464 21 . 30 21 . 82 19 . 95
4 5 . 600 15 . 946 22 . 36 20 . 98 19 . 95
5 5 . 600 18 . 284 23 . 95 20 . 14 19 . 95
6 5 . 600 21 . 733 26 . 11 13 . 90 14 . 80
7 5 . 600 22 . 715 26 . 69 19 . 00 19 . 95
8 5 . 600 12 . 674 19 . 94 23 . 50 19 . 95
9 5 . 600 13 . 032 20 . 22 22 . 99 19 . 95
10 5 . 600 14 . 037 20 . 98 21 . 82 19 . 95
11 5 . 600 15 .485 22 . 04 20 . 98 19 . 95
12 5 . 600 17 . 764 23 . 60 20 . 14 19 . 95
13 5 . 600 13 . 779 20 . 79 13 . 90 14 . 80
14 5 . 600 14 . 758 21 . 51 13 . 90 14 . 80
15 5 . 600 20 . 348 25 . 26 19 . 00 19 . 95
16 5 . 600 12 . 961 20 . 16 23 . 50 19 . 95
17 5 . 600 13 .465 20 . 55 22 . 66 19 . 95
18 5 . 600 14 . 340 21 . 21 21 . 82 19 . 95
19 5 . 600 15 . 813 22 . 27 20 . 98 19 . 95
20 5 . 600 18 . 136 23 . 85 20 . 14 19 . 95
21 5 . 600 20 . 833 25 . 56 13 . 90 14 . 80
22 5 . 600 21 . 693 26 . 08 19. 00 19 . 95
23 5 . 600 19 . 731 24 . 87 21 . 82 19 . 95
24 5 . 600 20 . 301 25 . 23 20 . 98 19 . 95
25 5 . 600 21 .415 25 . 91 20 . 14 19 . 95
26 5 . 600 21 . 826 26 . 16 13 . 90 14 . 80
27 5 . 600 22 . 821 28 . 75 19 . 00 19 . 95
.i
r r.
\�
a',
t
HYDRAULIC CALCULATIONS
--- PIPE TABLE ---
FRICTION FRICTION VELOCITY
PIPE NO . DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAI
FEET/SECOND
1 1 . 682 10 . 50 20 . 25 120 0 . 0134 0 . 140 2 . 9
2 1 . 682 10 . 50 40 . 89 120 0 . 0490 0 . 515 5 . 9
3 1 . 682 10 . 50 62 . 19 120 0 . 1065 1 . 118 9 . 0
4 1 . 682 10 . 50 84 . 55 120 0 . 1880 1 . 974 12 . 2
5 1 . 610 12 . 00 108 . 50 120 0 . 3689 4 .427 17 . 1
6 1 . 049 15 . 00 26 . 11 120 0 . 2130 3 . 196 9 . 7
7 2 . 067 16 . 30 52 . 80 120 0 . 0288 0 .470 5 . 0
8 1 . 682 10 . 50 19 . 94 120 0 . 0130 0 . 136 2 . 9
9 1 . 682 10 . 50 40 . 15 120 0 . 0474 0 .498 5 . 8
10 1 . 682 10 . 50 61 . 13 120 0 . 1032 1 . 083 8 . 8
11 1 . 682 10 . 50 83 . 17 120 0 . 1823 1 . 914 12 . 0
12 1 . 610 12 . 00 106 . 77 120 0 . 3581 4 . 298 16 . 8
13 1 . 049 7 . 00 20 . 79 120 0 . 1398 0 . 978 7 . 7
14 1 . 049 15 . 00 42 . 30 120 0 . 5203 7 . 804 15 . 7
15 1 . 610 14 . 30 67 . 56 120 0 . 1536 2 . 196 10 . 6
16 1 . 682 10 . 50 20 . 16 120 0 . 0133 0 . 139 2 . 9
17 1 . 682 10 . 50 40 . 71 120 0 . 0486 0 . 511 5 . 9
18 1 . 682 10 . 50 61 . 92 120 0 . 1056 1 . 109 8 . 9
19 1 . 682 10 . 50 84 . 18 120 0 . 1865 1 . 958 12 . 2
20 1 . 610 12 . 00 108 . 03 120 0 , 3660 4 . 392 17 . 0
21 1 . 049 15 . 00 25 . 56 120 0 . 2049 3 . 073 9 . 5
22 1 . 610 14 . 30 51 . 64 120 0 . 0934 1 . 336 8 . 1
23 1 . 682 10 . 50 24 . 87 120 0 . 0195 0 . 205 3 . 6
24 1 . 682 10 . 50 50 . 11 120 0 , 0714 0 . 750 7 . 2
25 1 . 610 12 . 00 76 . 02 120 0 , 1910 2 . 293 12 . 0
26 1 . 049 15 . 00 26 . 16 120 0 . 2138 3 . 208 9 . 7
27 1 . 610 14 . 30 52 . 91 120 0 . 0977 1 . 397 8 . 3
28 2 . 067 11 . 90 161 . 29 120 0 , 2275 2 . 708 15 . 4
29 2 . 067 11 . 90 174 . 33 120 0 . 2627 3 . 126 16 . 7
30 2 . 067 11 . 90 159 . 68 120 0 . 22.33 2 . 658 15 . 3
31 2 . 067 11 . 90 128 . 94 120 0 . 1504 1 . 789 12 . 3
32 3 . 260 9 . 50 -150 . 85 120 -0 . 0219 -0 . 208 5 . 8
33 3 . 260 9 . 50 23 ,48 120 0 , 0007 0 . 007 0 . 9
34 3 . 260 9 . 50 183 . 16 1e0 0 . 01 13 0 . 297 7 . 0
35 3 . 260 170 . 00 312 . 10 120 0 . 0839 14 . 261 12 . 0
36 3 . 260 170 . 00 312 . 19 120 A . 0mol0 14 . 261 12 . 0
37 4 . 260 15 . 50 624 . 24 120 0 , 0822 1 . 274 14 . 1
38 4 . 260 58 . 00 624 . 24 120 0 . 0822 4 . 767 14 . 1
39 6 . 357 15 . 00 624 . 24 14U 0 . 0088 0 . 132 6 . 3
40 6 . 357 176 . 00 624 , 24 140 0 : 0090, 1 . 548 6 . 3
41 3 . 260 341 ;00 312 . 14 120 bi0839 28 . 615 12 . 0
-- -- - �
O
7
HYDRAULIC CALCULATIONS
--- ROUTE NO . 1 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
-------------------------------------- ------------------------ --
OUTLET 1 20 . 25 1 . 682 0 10 . 5 13 . 08
K=5 . 6 0 . 01 0 0 0 . 36 0 . 00
PIPE 1 20 . 25 120 0 10 . 5 0 . 14 13 . 08
------------------------------------------------------------
OUTLET 2 20 . 64 1 . 682 0 10 . 5 13 . 58
K=5 . 6 0 . 05 0 0 0 . 36 0 . 00
PIPE 2 40 . 89 120 0 10 . 5 0 . 51 13 . 58
OUTLET 3 21 . 30 1 . 682 0 10 . 5 14 .46
K=5 . 6 0 . 11 0 0 0 . 36 0 . 00
PIPE 3 62 . 19 120 0 10 . 5 1 . 12 14 . 48
----------------------------------- ---------------------------------------------
OUTLET 4 22 . 36 1 . 682 0 10 . 5 15 . 95
K=5 . 6 0 . 19 0 0 0 . 36 0 . 00
PIPE 4 84 . 55 120 0 10 . 5 1 . 97 15 . 95
---------------------------------------------------------------------------
OUTLET 5 23 . 95 1 . 610 1 4 . 0 18 . 28
K=5 . 6 0 . 37 0 8 0 .401 0 . 00
PIPE 5 108 . 50 120 0 12 . 0 4 . 43 18 . 28
-----------------------------------------------------------r---------------
REF 0 52 . 80 2 . 067 1 1 . 9 23 . 21
0 . 228 0 10 0 . 62
PIPE 28 161 . 29 120 0 11 . 9 2 . 71
---------------------------------------------------------------------------
REF 901 -312 . 14 3 . 260 0 9. 5 26 . 74
-0 . 022 0 0 0 .00
PIPE 32 -150 . 85 120 0 9 . 5 -0 . 21
REF 902 174 . 33 3 . 260 0 9 . 5 26 . 53
0 . 001 0 0 0 . 00
PIPE 33 23 .48 120 0 9 . 5 0 : U1
--------------------------------------
REF 903 159 . 68 3 . 260 0 9 . 5 26 , 54
0 . 031 0 0 0 . 00
PIPE 34 183 . 16 120 0 9 . 5 0 . 30
--------------------
REF 904 128 . 94 3 . 260 0 16510 9e.01
0 . 084 0 5 0. 00
PIPE 35 312 . 10 120 1 170 : 0 14 . 26
r
Q.-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
-----------------------------------------------------------
REF 905 0 . 00 3 . 260 0 165 . 0 41 . 10
0 . 084 0 5 0 . 00
PIPE 36 312 . 10 120 1 170 . 0 14 . 26
REF 906 312 . 14 4 . 260 0 9 . 5� 55 . 36
0 . 082 0 6 ) 0 . 00
PIPE 37 624 . 24 120 1 15 . 5 1 . 27
REF 907 0 . 00 4 . 260 1 14 . 0 56 . 63
0 . 082 AV,GV 44 ) 7 .42
PIPE 38 624 . 24 120 0 58 . 0 4 . 77
-----------------------------------------------------------
REF 908 0 . 00 6 . 357 0 3 . 0 68 . 82
0 . 009 2GV 12 0 . 00
PIPE 39 624 . 24 140 1 15 . 0 0 . 13
REF 909 0 . 00 6 . 357 1 120 . 0 68 . 95
0 . 009 0 56 0 . 00
PIPE 40 624 . 24 140 1 176 . 0 1 . 55
----------------------------------------------------------------
70 -50 Supply
8 . 1 AMES DCDA
78 . 6
r
--- ROUTE NO . 2 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
-----------------------------------------------------------------------------
OUTLET 6 26 . 11 1 . 049 1 8 . 0 21 . 73
K=5 . 6 0 . 21 1 7 -2 . 21 0 . 00
PIPE 6 26 . 11 120 0 15 . 0 3 . 20 21 . 73
------------------------------------------------------------------------------------
OUTLET 7 26 . 69 2 . 067 1 6 . 3 22 . 71
K=5 . 6 0 . 03 0 10 0 . 00 0 . 00
PIPE 7 52 . 80 120 0 16 . 3 0 .47 22 . 71
---------------------------------------------------------------------------
REF 0 108 . 50 2 . 067 1 1 . 9 23 . 18
0 . 228 0 10 0 . 82
PIPE 28 161 . 29 120 0 11 . 9 2 . 71
REF 901 26 . 72
--- ROUTE NO . 3 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
-----------------------------
OUTLET 8 19 . 94 1 . 682 0 10 . 5 12. 67
K=5 . 6 0 . 01 0 0 0 . 36 0 . 00
PIPE 8 19 . 94 120 0 10 . 5 0 . 14 12 . 67
---------------------------------------------------------------------------
OUTLET 9 20 . 22 1 . 682 0 10 . 5 13 , 18
K=5 . 6 0 . 05 0 0 0 . 36 -0 . 14
PIPE 9 40 . 15 120 0 10 . 5 0 . 50 13 . 03
------------ --------
OUTLET 10 20 . 98 1 . 682 0 10 . 5 14 . 04
K=5 . 6 0 . 10 0 0 0 . 36 0 . 00
PIPE 10 61 . 13 120 0 10 . 5 1 . 08 14 , 04
OUTLET 11 22 . 04 1 . 682 0 1Q . 5 15 , 49
K=5 . 6 0 . 18 0 0 0 , 36 0 . 00
PIPE 11 83 . 17 120 0 10 . 5 1 . 91 15 .49
---------------------------------------------- -----
OUTLET 12 23 . 60 1 . 610 1 4 . 0 17a76
K=5 . 6 0 . 36 0 a 0 .49 0 . 00
PIPE 12 106 . 77 120 0 12 . 0 4 . 30
REF 0 67 . 56 2 . 067 1 1 . 0 22 , 56
0 . 263 0 10 0 . 82
PIPE 29 174 . 33 120 0 11 . 9 3 . 13
------------------------
REF 902 26 . 51
--- ROUTE NO . 4 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
------------------------------------------------------------------- -- -------
OUTLET 13 20 . 79 1 . 049 1 2 . 0 13 . 78
K=5 . 6 0 . 14 0 5 0 . 00 0 . 00
PIPE 13 20 . 79 120 0 7 . 0 0 . 98 13 . 78
-----------------------------------------------------------------------------
OUTLET 14 21 . 51 1 . 049 1 8 . 0 14 . 76
K=5 . 6 0 . 52 1 7 -2 .43 0 . 00
PIPE 14 42 . 30 120 0 15 . 0 7 . 80 14 . 76
--------------------------------------------------------------------- ------
OUTLET 15 25 . 26 1 . 610 1 6 . 3 20 . 13
K=5 . 6 0 . 15 0 8 0 . 22 0 . 22
PIPE 15 67 . 56 120 0 14 . 3 2 . 20 20 . 35
----------------------------------------------------------------------------
REF 0 106 . 77 2 . 067 1 1 . 9 22 . 54
0 . 263 0 10 0 . 82
PIPE 29 174 . 33 120 0 11 . 9 3 . 13
------------------------------------------------------------------------- ---
REF 902 26 . 50
--- ROUTE NO . 5 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
OUTLET 16 20 . 16 1 . 682 0 10 . 5 12 . 96
K=5 . 6 0 . 01 0 0 0 . 36 0 . 00
PIPE 16 20 . 16 120 0 10 . 5 0 . 14 12 . 96
OUTLET 17 20 . 55 1 . 682 0 10 . 5 13 .46
K=5 . 6 0 . 05 0 0 0 . 36 0 . 00
PIPE 17 40 . 71 120 0 10 . 5 0 . 51. 13 .46
------------------------------------------ --------- ------------------------
OUTLET 18 21 . 21 1 . 682 0 10 . 5 1034
K=5 . 6 0 . 11 0 0 0 . 39 0 . 00
PIPE 18 61 . 92 120 0 10 . 5 101 14 . 34
OUTLET 19 22 . 27 1 . 682 0 10 . 5 15 . 81
K=5 . 6 0 . 19 0 0 0 . 00 0 . 00
PIPE 19 84 . 18 120 0 10 . 5 1106 15 . 81
OUTLET 20. 23 . 85 1 . 610 1 4 . 0 18 . 14
K=5 . 6 0 . 37 0 8 Otis 0 . 00
PIPE 20 108 . 03 120 0 12 . 0 4 . 39 18 . 14
REF 0 51 . 64 2 . 067 1 1 . 9 23 . 02
0 . 223 0 10 ] 302
PIPE 30 159 . 68 120 0 11 . 2 2 . 66
------------------------------------------------------------------------------
REF 903 26 . 50
--- ROUTE NO . 6 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
--------------------------------------------------------------------- ------
OUTLET 21 25 . 56 1 . 049 1 8 . 0 20 . 83
K=5 . 6 0 . 20 1 7 -2 . 21 0 . 00
PIPE 21 25 . 56 120 0 15 . 0 3 . 07 20 . 83
-------------------------------------------------------------------------------
OUTLET 22 26 . 08 1 . 610 1 6 . 3 21 . 69
K=5 . 6 0 . 09 0 8 0 . 00 0 . 00
PIPE 22 51 . 64 120 0 14 . 3 1 . 34 21 . 69
-----------------------------------------------------------------------------
REF 0 108 . 03 2 . 067 1 1 . 9 23 . 03
0 . 223 0 10 0 . 82
PIPE 30 159 . 68 120 0 11 . 9 2 . 66
REF 903 26 . 51
--- ROUTE NO . 7 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSS/FT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
----------------------------------- ----------------------------------------
OUTLET 23 24 . 87 1 . 682 0 10 . 5 19 . 73
K=5 . 6 0 . 02 0 0 0 . 36 0 . 00
PIPE 23 24 . 87 120 0 10 . 5 0 . 21 19 . 73
---------------------------------------------------------------------------
OUTLET 24 25 . 23 1 . 682 0 10 . 5 20 . 30
K=5 . 6 0 . 07 0 0 0 . 35 0 . 00
PIPE 24 50 . 11 120 0 10 . 5 U . 75 20 . 30
OUTLET 25 25 . 91 1 . 610 1 4 . 0 21 ,42
K=5 . 6 0 . 19 0 8 0 .49 0 . 00
PIPE 25 76 . 02 120 0 12 . 0 2 . 20 21 .42
------------------------------------------------------ ------------ -- ---------
REF 0 52 . 91 2 . 067 1 1 . 9 24 . 20
0 . 150 0 10 0 : 82
PIPE 31 128 . 94 120 0 11 . 9 1 . 70
REF 904 2 10,18,
--- ROUTE NO . 8 DESCRIPTION ---
Q-ADD DIA T PIPE PT PV
REFERENCE LOSSAT E FITTS PE PE
Q-TOTAL C-FACT LT TOTAL PF PO NOTES
----------------------------------------------------------------------------
OUTLET 26 26 . 16 1 . 049 1 8 . 0 21 . 83
K=5 . 6 0 . 21 1 7 -2 . 21 0 . 00
PIPE 26 26 . 16 120 0 15 . 0 3 . 21 21 . 83
----------------------------------------------------------------------------
OUTLET 27 26 . 75 1 . 610 1 6 . 3 22 . 82
K=5 . 6 0 . 10 0 8 0 . 00 0 . 00
PIPE 27 52 . 91 120 0 14 . 3 1 .40 22 . 82
---------------------------------------------------------------------------
REF 0 76 . 02 2 . 067 1 1 . 9 24 . 22
0 . 150 0 10 0 . 82
PIPE 31 128 . 94 120 0 11 . 9 1 . 79
--------------------------------------------------------------------------
REF 904 26 . 83
M �
s �
t
i
6— WOCeLL. v
U E
U Q J O O O Imo' Q V)
v =Cjao : WOLLp "' o
Zl I
to i< Q �� Z LL,
(A wfY= W > Oae W W °
~ co N 3 vpZ23OZ � �
c f o � o 'o M L. Q � LL � LLpocc 2 J z }
r
W 4 R v N i a v - - z w w W Z W O oC e0
d J W a
0 Q. Q , O{a/1 L. Z O ,Q W
z La
W } F
N Z ui w = O > Wv� < f d z F / W o t Q < r r
N O w0ZwZOv~i�o Q = O m / Q m W m(i
= N a/ Z N 7 W I N V T W O ti « ON <
ro 0 > W Q > W 4. tl a O' N I
r•I Q E Z > O X O W d h•• N -a( OC
0�1 z d � . pd d a 2a0 = 00 = U�r = Z �_ �e = u }
O N N N N N N W VI W I... F„• F- U_ < O I O Q Z c Z
' E W O > Z er W `^ Z LaI I m < O V o O
N OC = = 0 > W H w O }CL. ~ O d V n m �^ w W 6- U J W O U
E tL Z cn
ce •- r , J y W x La LU Z O
G'� •.����rryy• _ J Hce
O aQUWZ °� Z W W < W w K N < Z W z "� W 7 - � W <0
•.��.: .:`7 .+..•. .H�: 3 LL O i7 oc a O W J d m U Q
:'Z•7r •. i" C•.Z• .� cC� •;..�:: <.. O W � .� - J "i Q W J W d.. V p 0.0i •,•� �. < > O.•;..L m w �ZE O"a/ o J v a J a �- u _ < O fl
u I° .� r > F- Z W O
c� JOVO � G Q �, y � < ozz � o � z 4 Q u W � W U
O O m .Y- {�i •� .r- .Y- ❑ m O W ? W J V y m J O 3 D W U � y Q V1 2 3 i' U w lJ U V O O Z LLJ
,., E m h-• ~ J H oC Z W x Z Z Z U H d O cc
L �:• j .� ..�. Z. •'WZ..Z _; •,... _...! .a..}' .`i :.. •.:�• i• y. r,• v Z O. •� <
a ya y4 O = OO agOO(�� X W z < S x Wiz ^ r 3 o
cc 3 a
L N - � v� � U > Jl f s d m W a
Q � � p a N
W L6 LWN- / W
L J M • i u O ? cc D O
O U M N ❑ '�, W cocc
Z u z
V V < $ 3 / J o
x O < ri Occ L o°c 3 J z
w A W 0o W R a
w
O cc
. ccr-I x Q a u O x } O
4J cc
❑ oc cc Uce tnC, cc a,
< < N < < < z aJ p)oe ri m
o x 3 x C+ ce
°Q n / ro N aC a Ne
cc Lai D
LLJ cc
z Or r. r to
U) LLJ
•rt •rl \ ❑ `/ ' - ; Z •<< v=i a r0 1 y << (��
® In
� C: 1J A W 0' C J < z Z 1' oyC a v O "', Z
G) U) Q) J O i O ,ray m < YN Q < ,~n �� O Z `w\ <
Z o a O - z �x I- r < } =� y Z Y J
O O z °C �' - O O l .� uw '3 Y < �n ..I D < W d S I Q o 0 o f �'o E) ? w � < < Ll >
Z W S 1 Q+ _ < oc N m z Y Z m x �^ } 3 z m < ,� <
m o b 0. m ' < 3 r A 2 W 10- O O O Y Q y .� z O
{••I �, _�d Z - )••I U 2 F,:. a ❑ K OW .•rl a_ mJ m W y - r 3 O _ y < Y m y� f` \\ O
O O O -tti J O R: O O 'J .n f••I OC Ln N N 1- 3 _V T J Z Z `O CJJ L W .. v1 N 1 �i1. (A
U f!1 y .1-1< .: o toy Z pp oe w _ 3 m s 1 ' .J� 3 CZi
> s n Z N
if m N - oc .. < cc < p i , O 00 ' - m a z m Ln
0 < lJ d ..,v-V, �G:J'« .7. �'.. S J J f' � O O d Z _ �� I ? 4 N �r Q V
rn
�,ew0clew O o O
_ x < 00 � i- 00 � r r o u� o
} uj w (v _
J w w w Ce F- UZ < 1-1 Ol 00 d —
C y w =❑ Uw w} o o�e Hwn ❑
(D w QJ0 Q w u w
* (n Q _ w
CZ) w ww FN W
a QQNw 00W
o - F- ZQ = wo �O c wF'" wce w
rN-I MM
- \\
y
Y dN o
N Q ❑ zLuP- Q ~i � � ¢ ¢ O O O
c z i i z M z wZ ztiwL� 0ce w d W O 00 a r
O 0 O O � _ < ce Zw ¢❑ 0 O
W a Ind z ::) > d V1NQc w2 00 re) N Ill O
a Ga Q 0 - W Z ,Q W J W . Q to Lf1 1"'I
r-i W ❑ I- Uca0u Z :a Q CL u I¢ LL LI) J ri N d S,
00 Qwcnw � v� ❑ - w w CL z w > O J rl ¢ o
Ln M z � m U LU H Q � H w a i 2 zp Q z m w� > m u
o a _ W w u
00 LA O p w QZwZov� � w F- m Z) w
rl U > ~ Q = Ln W Z O' �n `^ u = �n a H w
Ln N Q QwZ � wwOXO w � v w w w I U O O O O n
M I 01 U S � OwUw � W S Z H g �- H J F •t3 Ln O L11 O V d
N N N N Ln a: OJ — NSF ❑ F- UF_ Z) O 1 Z w Z 00 m O z z w . . . . z
C9 Lf1 Ln w ~ w0 - 4- Z w n O U M O O0 - 0
U) N N Cl T ~ ❑7 ❑ L� UJd0 Z a U v} W w } Z uO Z i ~ O o \ V
Z) x a c w - z U w ¢ ¢ 1 N
N ri M z > Q w rL Z ❑ G ¢ I- r O J w U = z o
w Q Z O a' C) Q a F- 0 G) - x z LU V u O 0
00 O 0) J Q n Q U z w n w w ¢ ¢ �n ¢ x z w a m 0\ w 7 W n w H= J\ um
` F- w U w o U rY 2' 2 T K w J c_ w O � w ¢ >
d> N N rY z � W - z O w w p 2 w ¢ w J w a f w C7 p v, w a
Z Z O �(,' dl ri m U ❑Lu J � 003U0 ¢ x JIn � J ¢ p z Z O F F in z Y W V D w w d� OU
O w - w ¢ a z ¢ a N u u u 0 3 > o �W
Z Q O V O O > J w ¢ w x
> r > r N r ❑ } Z Q w Z w w a m J w 3 J w U > � ¢ n f 3 :� w N W V U D u W a
m a' r N mQ mH � JF- � z x V Z Z Z m r �n SS
u u W u z w z z z i U Z ¢ = p z ¢ v H w Z a W = p
V _ _ J CL
J O = 0O > � OQO � W z ¢ J J w � z W a p d 3
J = (L O r — � N > U > -IUv, X i a m w �n w d
< ce � + 3 o M
LL. W Elr" N 2 N In -
O V) � H �4 Un Lj N Y ~ d
} Z ri N 00 u O Z) w 0
I— oU rt, W 1-I ❑ a> � m z �, z
O W W w ❑ _ w ❑
c� V z O o J
ce
x a o w J Y
M N z
u M N r. w O o > z w N w a
oC ¢ > O X w > Li
Li
re) ¢ a z
In K4 In In In u 0 w a O
OIn '�' In owc m owNc ❑ W ¢ H � a > z F LL O
a m a A a a r-A a z N o O � O m
O a a 0 < a U a O r 3 � r-I H �fJ w
z f 0 ° i U f � a W Y Z)
w ~ W u N v U
a N O w r Z •,..I oc y O J m u x N 4 Q
m J w
N N El w r z w w a � i pa ~
4-4 fir' f I � LH '' O J Q n. z Z � m u O z
p O �I •H L17 O 0 w o m ¢ oc a m In Ln < o N U
LLJ
z fU+ bi O o Cn z Y Q } �' r z Y x a
O OZ -H o �_ 0 0 I } � 3 Zx a ozzZu Q
W v, � u 0 ri
.H u O oc O � m � c Y � � z J m � - > � T J y °� � � � }I �
Z rd cac N z U °C ¢ 3 00 r l .� w l0 O uy w r0- J w a O � y J Z y J C . O
m fo W P.I Ri 0u 4 Z z ❑ w 0 .� o d m m w a 3 3 z w a '� p w m d� Ln Cl� N
rd 0 p J ��+ p �� o O �i �I yLO Ln > p U J 0 z z 0 u '"J' y W '^ ;�
u � V >4 u (ti u G u :� z co 3 ,� � +J ,ji Z f,N � Z ¢ a a x - N ¢ J a Y 'Y J a .7 z ', O J Ln z In
J ICI l"� �� O w O ..J c[ w 3 m J :n Y .O J u 3 J C w > ce .n .,. V m UJ
!!� F < z ? p 3 00 m �I U1 ri p 00 U m 2 z w 2 u
❑ 7 CA u U ;= J RI O 'rl ;00 tL > O O 'z, O N
:3 oVC w W z a u O A ,^, ¢ `°r I w J Z ',"� V O U
() a d u > w O 1 J J F - pv 1 I N J N U