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11117 SW GREENBURG ROAD p h '•hip. • "SAFETY FIRST" r � IMT ix 9-0 lV XG N NOTES : 1. ALL ARM--OVERS EXCEEDING 2' TO HAVE HANGERS INSTALLED. c F, 0 2. PIPE SIZED PER NFPA 13 2002 TABLE 14.5.3.4 ORDINARY HAZARD PIPE SCHEDULE. 7-r ao 10'6 NFPA 13 2002 TABLE 14.5 3.4 0`14 N STEkt COPPER M. 2 SPRINKIFRS 1• 2 SPRINKLER$ 1�: 3 SNIMM(LERS r: 3 SPRINKLERS cls I 11.• s �IIN LM 1o: s SPRQIK�.ERS I I r 1 o S'RN(LERs r 12 SPROAQM Ir; 20 SMIWLERS r: 25 SPRNIWS 4-6 2 tr 4o spowLERs r 45 SPIMNKLfRS "Y OBSTRUCTED CONSTRUCTION 'i 63 r" 76 '� SYSTEM RISER SPRING SYMBOL �XXEN HEAD ELEVATION - r 100 SPANgERS r 115 SPRINKLERS o PIPE RISE PIPE COUPLING WELD PIPE FAB. TAG C:) , MAX DEFLECTOR- 22 800 _._ r. r 160 SPRINKLERS r 100 SPRIN4LERS • PIPE DROP PIPE HANGER QC BRANCMUNE RESTRARII ORDINARY WIZARD GROUP 2 r 275 SPIMNKLLItS r 300 SPRI�KI.ERs MAX HEAD SPACING-- 130 SF r SEE SECTION 0.2 r SEE SECT" 0.2 `' PSE REDUCER -HYDRAULIC 'ION 2-WAY EARTHQUAKE BRA;E � �.?E CAP - PIPE ELEVATION 1-WAY EARTI'wRJAKE BRAr:E p � i 1 � M x 1 LOCATION: 10915 SQA' GREENBUWN ROAD CRITERIA DATE: 06-00-1990 g a � 4-612 , ! 1 I SCOPE OF WORK : , OR 97223 TEST BY: TVW SIMPLEXGRINNELL TO ADD/REVISE AND/OR RELOCATE SPRINKLER HEADSACTIJAI ' "i' Ci STATIC: 145�. P.S.I. 1 I Lp _ �� AS SHOWN TO PROVIDE FOR NEW TENANT IMPROVEMEiVTS. RESIDUAL:.1 AA- P.S.I. FLONANG-.UL-G.P.M. NOZZLE SIZE:_ A -- - -- MAXIMUM SPACING OF 130 SO FT. (OH2) SERVICE ARFAS. PITOT: t;L,�,_ P.S.I. HANGER SPACING LEGEND PER NFPA 13 2002 TABLE 9.2.2.1 3-4 1 1011 NOA ANAL PIP[ IN. 3/4' 1• 1/4 1/2' 2• 2 1/2' 3' 4' 6• B• y I i I I I SCH 40, SCH 10, OF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15- 15-0 15-0 1' I THIO LgHTWALI N/A 12 12-0 12-0 12-0 12-0 N/A NLA NLA N/A COPPER 0-0 0-0 t0-0 90-0 12-0 12-0 12-0 16 15-0 15-0 SET PARALLEL TO MAIN, 0 4S TO 60' OFF VERTICAL PLANE. 1 (ORIENTATION: B Ac E) I I !I I `) ' J IXULAR TO MAIN, • 45' T0SET �w OFF VERTICAL PLANE. I 'r, (ORIENTATION: H k E) SPRINKLER SPRINKLER II (1) EACH: LAT A L.G BRACE, THREAD RELIEF WRENCH AREA EBA.,E PLLA E EBASE PLATTE 4$ TO 60 OFF VERTICAL PLANE. -7/8' D 3-4 i ! 1 1012 :I �� ,I (ORIENTATION: B k E) Z-PURLIN -� Z-PURUN c 13,0 mm i ALL PIPE USED FOR 3WING IS TO BE 1". SCH'L 40 BILK STEEL. BASE 1 FOR LENGTHS OF T-0 OR LESS, 1 1 4• FOR IENGHiS TO 9'-0 i I R -7/8" DIAr PLATE FASTEN TO STRUCTURE E NC SAMMY SWDR 1• �'E 73,0 mm j 1/2" ANCHOR BOLT (THRu 6• Plf'E�; OR s/e` ANCHOR BOLT (FOR e' PIPE) all PLATE /- 4• & SMALLER PIPE - 40::. 00' SPACING (MAx.) . GUARD 0• PIPE - 25'X 50' SPACING (MAX.) AI e' PIPE - 3o'X 60' SPACING (MAX.) A. -- - - - -- __1 - r, --•- _. NFPA /13. 2002 EDITION SAMMY DSTR 1 GUARD ( ) 3/8" ATR 3/8" ATR (ENGAGED) 3-7/16' 10 LC 0, INC. 2-5 16" (67,3 mm) BAR I I I © (58. MITI) II I i F10. 980�� _. F1G. 1000 FAST IN5TAl111TI0NSlMIP PIPE RING PIPE RING BAR CMK3-4 I 1 1012 ! ) U.L LISTED, WITH FIG. 910 OR •'IG. 975 (NON-SWNELJ. FIS 1000 FAST CLAMP SIDE SAMMY BOTTOM SAMMY MODEL G1 GUARD MODEL G4 GUARD RIFER BRACE (<-WAY) LONGITUDINAL BRACE No SCALE NO SCALE SHOWN WITH SPRINKLER SHOWN WI SPRINKLER �2-WAY) - - rMd(RISERI I r- , FIG. 1000 �-_ Fw , �, - CLAMP HANGER DETAILS GAURD DETAIL o '! FAST CLAMP ( SPRINKLER HEAD W� L- LE.` UP'RING SHClYN FLAT) SCALE:NONE SCALE:NONE . r - --- _ LEAF LATERAL. SWAY BRACE. - SPRING'\ (2-WAY) u 3-4 ' 1 1 X12 ' NOTE: TO ASSURE ' I I I I I MINIMUM REQUIRED I I I I l i i LEAF SPRING TORQUE- TIGHTEN MAINTAIN SH 1 i I POSSIBLE DISTANCE I CONFIGURATION BEFORE HEX NUTS UNTIL i NUTS ARE TIGHTENED. FLAT. SPRING IS BF7WuUNES. N CE!fTER AREA OF WORK SEISMIC (SWAY) BRACING r SCALE: NONE �- 1 3-4 1 1012 i � I i \. �� f ,Ll ILL:= C.D ;g J O r V I N j � ti?a'st I I � �I �.�� pct '`�:• �� �\ SP1 F7-7140, l 1.012 -1­- DRAIN i '��•=, I �iw N DRAIN CAP 11'-3" 12•-9" •a.rr.o��.. ;;�� �I " i a.n .,w.�. MEZZANINE RCF SECTION "A-A" KEY PLAN VICINITY MAF SCALE:1/4"-1'-O" SCALE:1/4%1'-0" SCALE:NONE SCALE:NONE GENERAL NOTES 1, SPRINKLER SYSTEM DESIGN PER NFPA 13 2.002. 2. ALL MATERIAL TO BE NEW AND U.L. LISTED OR FM APPtiOVED. OF 7I ^nnAnlrF I Appo� 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCOIR..ANIC- WIT,, ;FPA 13 2002.[ ' ' 4. ALL THREADED FITTINGS TO BE CAST IRON ASME, B16.4. �twlAlrt�cFolLnm-.,�...�„�,_� ' 5. ALL MECHANICAL GROOVED PIPE COUPLINGS AND FITTINGS TO BE UL LISTED. `s 6. ALL SCREWED PIPING TO BE SCHEDULE 40 U.N.O. N 7. ALL PAINTING OF PIPE (IF REQUIRED) AND EL FCTFICAL WIRING (IF REQUIRED) IS N.I.C. BY OTHERS. >rwt111t AAM ' 8. DEFLECTOR DISTANCE PER NFPA 13 2002. � �r 9. ALL INSTALLATION PER NFPA 13 2002 AND CITY OF TIGARD. 10. AREA OF DESIGN IS NEW CONSTRUCTION IN A EXISTING FULLY SPRINKLERED BLDG. 11. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 12. NEW AREA IS OH1 AND LIGHT HAZARD. 0 1' 2' 4' $' 16' 13. EXISTING SYSTEM IS UFRIGHT COVERAGE. 14. ALL. CUTS ARE CENTER TO CENTER. OFFICE COPY SCALE:1/4" - 1 '-0" SYMBOLS IMPORTANT '® �� RESPONSIBILITY SYSTEM INFO APPROVALS HYDRAULIC DESIGN DATA SPRINKLERS/NOZZLES f/r• N AS-NOTED twn_ o••wr�R� / �regp111ivaAr�r�ruM ,, • riE(A IOT1oY a 0130( M tOCJ4l113 SI1BiCT 10 flIIFDIG OOId11011s lIE OrE11 MIST MIIrtA11 1101k M A RHEA LT1111H /HEADS L - � tlRAtw en cdraltATf Ht�oavult[ Z+OC AWWAMD%M - !!E 110 tt1lllu IL001 IEAr it1101w10UT�p�!!R!/LlfJ1 iYl1E1li MFM,AID N EIRLOSIIIIEE SO OESCRPIIOI a IDRI( S"!• /� STS. Tl'Pt: VA. DIA Til. SrK. SYS. AREA ❑ OUT 1N HAZARD CLASSF'N:Al10N �. AI"A FACTOR ALLON. ALJ,ON FL03M10 • r ' t MJF wau OrYtcE: 830:, .:W ROSEWOOD ST. LAKE OSWEGO OR 97035 •1101 nix f111M IEIE MY rLrr,calla ON ow 111 to Op111wn M101 I rpm W ON[Ct,[.'D 0r CONTRACT: TAM I m SIN"WnIIS ME LOCAIM ❑ OUT N ,,w w' � ,� • g' II ❑ OUT IN BG IYIr1 /`1L. T-l..OW LAKL 1M3 DRA/p,1iR:1FQYA101 AND 1 MrUCAlION M0lfl l f ra N 111[>K rIJINS MIE/ARED AT: �LAFL 1L1t;N IARE tA1El a iFE rR01l7RY OF SLIitDR71RLL I.P.V,AID tf LQMED urOl 11E 0011orIOI -_ _ TNAT DIE IAIE Ill LIE 11�ILtIN 10!!L JONI IL Ur011 Rr114A. �, "W EMMM 4.01 M of WMM==ITAM MBWII Saws LR t1[i O M 00FOOMAL _ --y- REVISIONS - -- w� p 3 8 d�ir oA anvol °dB no wumw���V.r m wmw. S 1Nf1B1 NO. DATE BY RENSION DESCRIPTION __ PORTLAND 448 q�vzm caNtRACT w+►� IulAMAL FLOW F�1 c 1 • !Yl�1 M1IA>491LY IIItNAllOA N1I lR1AA7< rl /Rte ri lRM DA1F OOPI111ACT NQ ORAgMq NO (J �ao6 sArL�rallloi Lr ♦ =mono" w ALL RILI}IIS Il1t111RD + RNA oIAlleewll >m LaatA>IA tE3tr M1E: 0 Ot/a0/OB M Fat APM WAL TOTAL alIANM OF SPIINgFIIs ON SHEET: 16 1 1 �t •;.i -v, - ..xt.rrmM _ .,.'""^+�+RP`"' _; rK1M'�tt'Su�!'aliN/wc......y.n ..T pr.T•..�,.,.;. _„ :..,4:�!+f. r y.. .wn...,,e:.r .. - 'r , .a,vn,'4,.•.. ars.• . ,. ;. ., ._ +d1,R , .:'�' as 'RWUh'+� .. ;. •. ""'+','� ..,.,...,,.,__.......da�,.,<.. ,•...ww..,a�.,LT•P "`'. s "•"'`:, ;"Li!�".'v: "•`Iii!'^' .y, _ _._........_.`...:�"'�'�, ....•..- _ �:tp:� ,v..r vwaw.�.. .,_,....,,,_,..._.. ,. ;,,m. fwl ,,ti, _. - ',.> .,.anma+�x:.»r -:cn 1 I . r. ,n.e�..�:...e......•grnrt:wvw...m....w,....e�.AYa•.i.r►.a„�.,.. yy s.rr.,.,:..+......w.,....�.. .s•.rr++rw.rw_�rr+.-.,r m+, '.� r.u. .w+..:vMUn+w/rt.Mla�...+s�..�.n.r�..:r+.rw�xs::.•.w.we�«•...... _ .-r.,r•Ycrs•. ... ,•.,..-»...:.,..,.s..+.,.. "- .•.m. ...r..rw•.m+ro..:.,., ••:•7:u.+r,wt r'b'1+..•� '..-.aH. a�..•.rn.•n.6F..w.a...us.w.a..-.�wwsr.ncw..wr..w....-....rrr..an,,.ar•.rsrauY.aY•ar•w,r..iErllr.rreu.rm..��� �. 4 ✓t k.. 5 1. "SAFETY FIRST" M1 r-1 9-0 �1 .. N �xc N � N OTE�� . ; 1 . ALL. ARM-OVERS EXCEEDING 2' TO HAVE HANGERS INSTALLED. v a 2. PIPE SIZED PER NFPA 13 2002 TABLE 14.5.3.4 ORDINARY HAZARD PIPE SCHEDULE. �.i ,� co 10'6 NFPA 13 2002 TABLE 14.5.3.4 oft cv STEEL COPPER eel M t• 2 SPRINKLERS_ �' Z SPRINKLERS iS C.7 1-3$4 3 SF'RWKLERS �'•` 3 SPRINKLERS 1 n: S SPROWLERS t+.' 5 SPRINKLERS ' r 10 SPRINKLERS r 12 SPRINKLERS Ve 20 SPRINKLERS rel 25 SPRMIKLERS r 4-612i r 40 SPRINKLERS r 45 SPRINKLERS SPRINKCAD SYMBOL LEGEND ae 65 SPRINKLERS 3t. 78 �S SYSTEM RISER 4 PIPE CAP /XX } OBSTRUCTED CONSTRUCTION r 100 LFRs e 115 HEAD ELEVATION O PIPE RISE PIPE COUPUAG WELD PIPE FAB. TAM; ( IMAX DEFLECTOR- 22 800 r 160 SPRINKLERS r 180 SPRINKLERS ORDINARY HAZARD GROUP 2 Cx BRANC LME RESTRAINT • PIPE DROP � PIPE MANGER I r 275 SPRINKLERS r 300 SPRINKLERS IMAX HEAD SPACING- 130 SF PSE REDUCER HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE { { I r SIE SECTION e.2 r SEE SECTION a.2 4 PIPE GAP - PIPE ELEVATION 2-WAY EARTHQUAKE BRACE FI OW TEST CRITERIA 4-612 i f + LOCATION: 10015 sW GREENBURG `LOAD DATE. 06-Of,-11)Be }a ; SCOPE O F WORK : TIGARD, OR 97223 TEST BY: rm 1�1 SIMPLEXGRINNELL TO ADD/REVISE AND/OR RELOCATE SPRINKLER HEADS �- �'` STATIC: A&- P.S.I. AS SHOWN TO PROVIDE FOR NEW TENANT IMPROVEMENTS. RESIDUAL:95.0 P.S.I. FLOWING. 2 AIL-G.P.M. NOZZLE SIZE: N/A { - � ---- - MAXIMUM SPACING OF 130 SQ FT. (OH2) SERVICE AREAS.: �_ P.S.I, it I - HANGER SPACING LEGEND PER NFPA 13 2002 TABLE 9.2.2.1 , .1-4 I ! 1 1012 I I 3CH40 SCH 10. DF N A0 NOMINAL PIK (IN.) ?L4• 12- 12-0 15-0 15-0 215-0 15-0 11/2m 3w 4u 15-0 15- 0 I + I { '!FMlD UGHTWAIL !VA 12 12-0 12-0 12-0 12-0 N/A N A N A N/A COPhf]t 6-0 8-0 10-0 10-L" 12-0 12-0 12-0 1 2 o a- 1 s-0 1'5-0 SET PARALLEL TO rMAIN. O 4S TO d0. OF VERTiCAI PLANE. (ORIENTATION: 8 & E) 0 SET PERPENDICULAR TO MAIN, { r,. i }{ J • 45` TO 80' OFF VERTICAL PIANE. I I (ORIE1t7MION: 8 & E) SPRINKLER SPRINKLER i "OL (1) EACH: LAT & LG BRACE, THREAD RELIEF WRENCH AREA { O 4S TO a0' OFF VEkTIC,& PLANE. --7 8' D i 1 ' �' (ORIENTATION: 8 do E) �' ERASE P�ATBE ENGAGED 8Y 73/0 mm 3-4 1 10 2 { BASE PLATE i ! Z-PURUN Z-PURUN , I All PIPE USED FOR BRACING IS TO 8E 1 SCH L 40. BLK STEEL; FOR LENGTHS OF TF°ASTFNN TO STRUCTURE•WITTH IFNGHTS TO 9'-O' _7/8" D PLATE I f 1/2 ANCM I BOLT (THRU a PIPE); OR 5/e ANCHOR BOLT (FOR a PIPE) SAIMMY' SWDR 1 BASE 77/ mm) PLATE -: - --_ ._ _ 4 SMALLt'R PIPE - 40'x e0' sPsrclNc (MAX.) GUARD - _._ , 6' PIPE - 25'X 5+ ' SPACING (MAX.) e: e' ,PIPE - 30'X e0' VACING (MAX.) P N +; j f,-,I' NFPA /13, 2002 EDI1101r SAMMY DSTR 1� GUARD (EN�GED) CUP I r. 3/8` ATR 3/8' ATR ENGAGED 3-7/16` , 0 1 TOLCO, IN �. ( ) 87,3 mm) 2-�16 BAR(58, mm) PIPE RING 1 i! F'1G. 4e0 FIG. 11000 FAST CLAMP PIPE RINN' BAR 3-4 1 1012 I `) FiG. 4A NSTAllAT10NS. n, i ! !( I ;! I U.1- LISTED, WITH FIG. 0 - �} .� OR FIG. 975 (NON-sVVIVF:L,. FIG. 1000 FAST CLAMP SIDE SAMMY BOTTOM SAMMY _ I MODEL G 1 GUARD MODEL G4 GUARD _ i I RISER BRACE (4-WAY) ! LI.M M)DINAL BRACE No SCALE N(: SCALE SHOWN WITH SP?INKLER SHOWN WITH SPRINKLER L42-WAY) war (RISEN) ;' ;► FNc. tooa �- FIG. 1000 FAST CLAMP HANGER DETAILS SPRINKLER HEAD WGAURDI O FAST CLAMP (L I AF SPRING SHOWN FLAT) DETAIL - _ _. LATERAL SWAY BRACE. SCALE:NONE SCALE:NONE -- - SPRINC,\ (2-WAY) u 1 j ! 3-4 1 1012 ! 'i' NOTE: TO ASSURE LEAF SPRING MOUE R TIGHTEN MAINTAIN MO=. { POSSIBLE DI'S'TANCE ! 1 { CONFIGURATION HEr ORE HEY NUT'S UNTIL j NUTS ARE TIGHTENED. LFAF SPRING IS LINES.EN CENTER FLAT. f ` AREA OF WORK ! S ISMIC ( SWAY) BRACING SCALE: NONE L - LP4 . ._.__._ I 3_4 i 13- 1012 Lir 40 I ( I f 1 O - - -- _ - -- -- -_-- I I ��.. �-' -- ao �61 crY 1 I ' I L, I wlw+...w«d I t� pca _ -xw_ SWT Ck »' ::__._ --- - - 10- -- - --- � --____-- - -._ ---_-_ _.._- �•�'_.. � SI1110Mw� � �Y`� • ,''flOrR� I �.._. DRAIN CAP � " � 111 -3 12 -g - •s�Y�Orwtlw. �.) '`� T . N �,ww..,r MEZZANINE RCP SECTION of .:,/�F.w,._o. , , KEY PLAN VICINITY MAP SCALL-1/4 -1 -0 SCALE:NONE SCALE.-NONE GENERAL MOTES 1 . SPRINKLER SYSTEM DESIGN`! PER NFPA 13 2002. 2. ALL MATERIAL TO BE NEW AND U.L. LISTED OR FM APPROVED. OF 3. PIPE HANGERS AND METHOD OF HANGING TO BE 14 ACCORDANCE WITH NFPA 13 2002. 4. ALL THREADED FITTINGS TO BE CAST IKON ASME, B16.4. �A�pa�I...�........I 5. ALL MECHAkNICAL GROOVED RIFE COUPLINGS AND FITTINGS TO BE UL LISTED. o..Leaer Nbc Fo1bw..................I 1 6. ALL SCREWEC PIPING TO BE SCHEDULE 40 U.N.O. . 7. ALL PAINTING OF PIPE (IF REQUIRED) AND ELECTRICAL WIRING (IF REQUIRED) IS N.I.C. BY GTHERS. htn11t 8. DEFLECTOR DISTANCE PER NFPA 13 2002. 9. ALL INSTALLATION PER NFPA ' 3 2002 AND CITY OF TlGARD. a 10. AREA OF DESIGN IS NEW CONSTRUCTION IN A EXISTING FULLY SPRINKLERED BLDG. 11 . FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 12. NEW AREA IS 0111 AND LIG!�t HAZARD 0 1 ' 2' 4' 8' 16' 13. EXISTING SYSTEM IS UPRIGHT 'COVER-AGE. 14. ALL CUTS AIL: CENTER TO CENTER. OFFICE COPY SICAL E:'1/4" 1 '-0" IMPORTANT SYMBOLS RESPONSIBILITY SYSTEM INFO APPROVALS HYDRAULIC DESIGN DATA SPRINKLERS/NOZZLES scA� Piro • AS-NOTED forty !*E C to roTldl aF OBdt N LOCAUTES SiSl.ECT TO F1uN1N0 COINI'IONS. Til: DaMa�MOIST IL►a1TAlq �AY �� � AW Or umm *m , ORArMI sr. ooRPatATt nEaoauARlEws; - ,m t To�FLOW HEAT NO{ir'<lUT".ET PALE sPlN W*YSIEIIS W- 4� APO N EMCL.rom SG DESCRIPTION OF 1IORIc STS � SYS �A Oki TTL WK. SYS AREA Q SLAT Y M � A Kam CLNWNCATION � BppA�A,WK am Li �' F AL�01T. • TY)tXXX WE _ LwL mm. 6305 SW ROSEWOOD ST. LAKE OSWEGO OR 97033 >lr1O FM S#w�l •EEE MY P4'E, ,MOVE Off OWER VALVES CdI11&W. VMNR 1PPIXS TO - 1 T � TNIER SiAld1 Sf4�IdER SYSTEMS AIS IACA7<'�. ❑ OUT ._. tN _ - Y Ll a+�D BY: CONTRACT: ? Wm Lal. TORS DIIA1M00, �iIE Ifrf7MATa Af0 OESiIlI APP1JCAl1011 IIE>fE1t OOMTII/IED, � DUT M _~. - -- BG � FLOW van TERA mom lIm lAe�l L5 LIE PII�ER�Y S1PIJ7RIWSE11 LP, AND IS LAAI•f UPON THE OOMII110N _,�-,. '_ _ - TPIESE PIANS PREPARED Ar. •-• I-MY U"14 IA14 OW. TNAT ME SAIF ILL K ILEUM TO MLEW"43L UPON REQUEST. � _ 111 � �f�O�A�D NN MEU.Mff W=0 10 COMMM FMAEIII SHALL VE 1Rl:AM) AS o0I41DEMTN< R -VISIONS PORTLAND 448 1 .�- +•-wY r�Is+cweE Ow I ,IcnaM aF�iNIS ORIIbMIo dt ANY PANTE TNEIEOF, RPxPtnIIE"3 tIYT1E11 - ....__� _ _ +� P!E IINIQ9 I --_ - - _ SItEET DESCRIPTION: ♦ � NOW �aaEMT FRall NOW plNEfl 11'. w N0. DATE BY REVIgON D�SCRIPnON - -� CONTRACT r»TH: T`�'OR W= IMA7ENAL FLOW FP-1 c ° own w I m ■ITER S14PLY NPAYIITiOk ST11>1C P PSI, iiw-E rAESII� I!� �� DA CONTRACT Na DRANO NO. '1 � � t i11r1®O�IIQI�' TESL 1AG1101k !Y: IElT GATE: ��� `- '- -___ 0 01/34/oe M FOR APPROVAL TOTAL OUMI TY OF SfRINfLN:RB ON SPIFFY: 16 - OV30/06 1 OF 1` r�■rr�rrr�rrt:�rtr