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HomeMy WebLinkAboutFIR2004-00009 Final Sprinkler System - FIR Permit / Conditions - 7/20/2004 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)127-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352 Shelton,WA 98584 FIRE PROTECTION PERMIT FIR2004-00009 APPLICANT: BRAD WILSON RECEIVED: 2/18/2004 CONTRACTOR: LICENSE: EXP: ISSUED: 4/14/2004 SITE ADDRESS: 70 E BEAUMONT DR UNIT A- B SHELTON EXPIRES: 10/14/2004 PARCEL NUMBER: 420014490004 LEGAL DESCRIPTION: GOVT LOT 2, NLY OF R/W EX LOT: 4 OF SP#2763#632794 PROJECT DESCRIPTION: SPRINKLER SYSTEM GENERAL INFORMATION System Information Type of Use: RES Sprinkler Heads: 22 Audible Switches: 1 Pull Stations: 0 Fire District: 11 Flow Switches: 1 Visual Devices: 1 Door Releases: 0 Hood& Duct?: N Pressure Switches:: 0 Smoke Detectors: 0 Duct Detectors: 0 Dry Chemical?: N Zones: 1 Heat Detectors: 0 Wet Chemical?: N Sprinkler?: Y Standpipe?: N SQUARE FOOTAGE FEES Monitoring Company. N/a First Floor: 2,600.00 Type Amount Due Amount Paid Monitoring Phone No.:()- Second Floor: Sprinkler System Plan $65.00 $65.00 Auto Fire Alarm?:N Third Floor;: Sprinkler System Permit $100.00 $100.00 Total: $165.00 $165.00 FIR2004-00009 Please refer to the following pages for conditions of this permit. 1 of 3 CASE NOTES FIR2004-00009 CONDITIONS FOR FIR2004-00009 This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress in ection.The own eror e agent on the owners behalf,represents that th nfor ation provided is accurate and grants employees of Mason County access to the above described property and cture for review and spection. OWNER OR AGENT: — DATE: FIR2004-00009 Please refer to the following pages for conditions of this permit. 2 of 3 N O O '!'h CONCRETE MECHANICAL MANUFACTURED HOME 0 c Footings / Setbacks Date By Ribbons Date By Gas Piping Date By Foundation Walls Date B y Set. up Date By INSULATION Date By B G I Slab Insulation Floors Final Date By Date By Date By FRAMING Walls FIRE DE PT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING v D.W.V. Date By Date By FINA I PECTI `D Water Line Date � B o Dat By Date By c� 0 ca ca � N r a � O 0 fA 0 v � O s O W O W MASON COUNTY FIRE MARSHAL It t Mason County Bldg.III 426 W Cedar St PO BOX 186 Shelton,WA 98584 g (360)427-9670 Ext.273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION RESIDENTIAL SPRINKLER SYSTEM FUNCTIONAL FLOW TEST Permit#: FIuC��00 SPECIAL PROVISIONS 1. Locate the hydraulically most remote heads (as indicated on the plans). 2. Close sprinkler control valve. 3. Drain system piping. 4. Remove selected remote heads from the system. 5. Install "full flow" quarter-turn valves at each head location. 6. Remove the fusible element and deflector from selected sprinkler heads. 7. Install lest heads in the ball valves and connect each assembly to the system. 8. Replace the next up-stream head with a 200 psi, calibrated pressure gauge. 9. Place a 2" PVC pipe over the orifice of the test heads. Direct the discharge into a calibrated 30 gallon container. 10. Flow the most remote head for 30 seconds. Record the static pressure prior to the flow, and the residual pressure during the 30 second flow test. 11. Measure the volume of water in the container and multiply X 2. Record the results and empty the container. 12. Flow the most remote heads for 30 seconds. Record the static pressure prior to the flow, and the residual pressure during the 30 second flow test. 13. Measure the volume of water in the container and multiply X 2. Record the results and empty the container. 14. Verify that flow rates and pressures conform with the hydraulic calculations and are within the manufacturers specifications for the coverage area of the sprinklers. COVERAGE MIN. MIN STATIC ACTUAL ACTUAL AREA PSI FLOW PRIOR PSI FLOW 1 HEAD �17 sE FIRE & LIFE SAFETY INSPECTION: STATEMENT OF DEFICIENCY & CORRECTIVE ACTION FACILITY ADDRESS CITY ZIP PHONE NAME INSPECTOR MENCY DATE DAVE SALZER 360-427-9670 X-273 MASON COUNTY FIRE MARSHAL FD ITEM STATEMENT OF CODE OR WAC CORRECTIVE ACTION TION NO. REQUIRED BY DEFICIENCY REFERENCE REQUIRED DATE �v" e a cn a W 00 a00 P O 1— 3 Z L N H U 0) ON -0 w � CO = W n � � O o C/) U x N a 0 ca c a0 '0 G � a THE DEFICIENCIES DESCRIBED ABOVE HAVE BEEN SIGN RE REINSPECTION DATE EXPLAINED TO ME, AND I AGREE TO MAKE CORRECTIONS NO LATER THAN THE DATES INDICATED PAGE OF PAGES White Copy: Occupant— Yellow Copy: Fire Marshal— Pink Copy: Fire District FIRE & LIFE SAFETY INSPECTION: STATEMENT OF DEFICIENCY & CORRECTIVE ACTION FACILITY0 ADDRESS CITY ZIP PHONE NAME kDA 9 INSPECTOR - q,_ :.:�>(06-'11, AGENCY DAT DAVE SALZfR 360-427-96 0 X-273 MASON COUNTY FIRE MARSHAL FD '� dloe--"' ITEM STATEMENT OF CODE OR WAC CORRECTIVE ACTION CORRECTION NO. DEFICIENCY REFERENCE REQUIRED REQUIRED BY DATE js , 0Cn ® (OS�j J Q N ` QQc I` G NJ 00 `o 00 � P (D C U Z t N Om O N D + X [O L W Z TN O n ,O, ova v+ U X N Q C O Om �. C 10 C � d % THE DEFICIENCIES DESCRIBED ABOVE HAVE BEEN SIGNATURE REINSPECTION DATE EXPLAINED TO ME, AND I AGREE TO MAKE CORRECTIONS NO LATER THAN THE DATES INDICATED r PAGE OF PAGES White Copy: Occupant— Yellow Copy: Fire Marshal — Pink Copy: Fire District MASON COUNTY FIRE MARSHAL RawR Mason County Bldg.111426 W Cedar St 9Zb PO BOX 186 Shelton,WA 98584 �ls �437 .M i (360)427-9670 Ext.273 i h00Z g fl3 Permit# ZL�C��'��C?� Mason County Fire Progiion System Permit Application Incomplete application will not be accepted � � J L Owner. �Y'G((� 1 !5o Phone#: I Mailing Address: $ _pPCyt''STCity: VJW A/_-State:�Zip: g5 z Bea k mtod i nP State:Lf//4 zip: SLY C S Site Address: P� �o R city: Parcel #: )'w l,qLr-1 D Legal Description: I - i i _ Lien/Title Holder: Address: City: State: Zip: Contractor: A)O �j/L�S !`��7- -1"rS'P SP'�NPhone#: 3bd'7S -�y�s 1t`1 Address: 16� 5 �r'llr��9'� / C AlrCity: D1.iAt 0 State:14jiq Zip: Contractor Registration#: OLV Re S T J 0$ 814 Expiration Date: Building Square Footage(existing&proposed): I' ;�690 2nd 3`d Building Use: 5 Fk Occupancy Classification: Construction Type: Type of System: Type of Work: Sprinkler: Wet V, Dry New System: Standpipe: Wet Dry Modification: AFA: Hood &Duct: Dry Chem: Wet Chem: Fire Pump: UL certified Monitoring company: Phone#: Contractors Bid Price: $ I �I V age 2 of 4 TFP440 Operation Minimum Flow(b)and Minimum Flow(b)and Maximum Maximum Residual Pressure Residual Pressure When exposed to heat from a fire, the Coverage Spacing For Horizontal Ceiling r or Sloped Ceiling Cover Plate, which is normally sol- Area fA) Ft. (Max. Inch Rise Max. dered to the Support Cup at three (Max.8 Inch Rise points,falls away to expose the Sprin- Ft.x Ft. (m) for 12 Inch Run) for 12 Inch Run) kler Assembly.At this point the Deflec- (m x m) " for supported by the Arms drops doom 1so^Fn1'c 16o^Fnt^c to its operated position.The fusible link Sprinkler Sprinkler of the Sprinkler Assembly is com- prised of two link halves that are sol- 12 x 12 12 13 GPM(49.21 PM) 18 GPM(68.1 LPM) dered together with a thin layer of sol- (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 10.4 psi der. When the rated temperature is 14 x 14 14 14 GPM(53.0 t PM) 18 GI'M(68 1 1111.4) reached,the solder melts and the'wo (4,3 x 4,3) (4,3) 1 1.1 psi(0,i 7 bar) 18A psi(1.2 ,:&) �j link halves separate allowing the sprtn- 16 x 16 16 16 GPPA(60,5 LPM) 18 GPM(68.1 ►r�,l kl;r to activate and flow water. (4,9 x 4,9) (4,9) 14.5 psi'l.V3 bar, 18.4 psi(1,27 bar, 18 x 18 18 20 GPM 5 )1 PM) N/A i Design gn (5.5 x 5.5) (5.5) 22 7 ns 20 x 20 20 24 GP&F .tQH LPM) _ N/A Gr,"riteria (6.1 x6.1) (6,1) 32 7 psi i:?,25 bar) i J T11e Series LFII (TY2596/' Residential (a) For coverage area dimensions loss thin 01 helween i'„; :ndicatod,it is Con Concealed Pendent Sprinklers are UL nece.ssary to use,the nuninuun requnncl flute:for file-w-,I highest coverage area and C-UL Listed for installation in ac- for which hydraulic design,aileria are Marva co'dance with the following criteria. / (b) Requirement is based on mnumtmt flow in(1,I'M 0 1W)f r;m each sprinkler.The NOTE associated residual pressures are calculated using the io•r,inal K•factor.Refer to Wien conditions exist that are outside Hydraulic Design Criteria Section for details the scope of the provided criteria,refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's TABLE A recommendations that may be accent- NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA able to the Authority Having Jurisalic- FOR THE SERIES LNJ`(TY2596) tion. I'ESIDEN74AL CONCEALED PENDENT SPRINKLER System Type.Only wet pipe systems may be utilized. _ Hydraulic Design. The minimum re accordance with the obstruction rules to 14 fObs ;;7.5 to 19.0 Nm . .•tY.n.aii- desig sprinkler slow rate for systems of NFPA 13 for residential sprinklers. munr of 21 flhs. 28.5 Nm),caf fotqu.? designed to NFPA 13D a. NFPA 13? p is to be used to installs rnkr•,s. are given in Table A ae a function of Operational Sensitivity. The sptin- he ,r,,.levus of torque may pisrik, temperature rating and the maximu,rt klers are to be installed relative to the ' allowable coverage areas. The spun- ceiling mounting surface as shown in sl.rrnkler inlet with consequent rear kY.r flow rate is the minimum required Figure 3. age or impairment of the sprinkler. � du;charge from each of the total Sprinkler Spacing. The minimum fi 0,) riot altemp to compensate ,or in- ed in feet of 'design sprinklers"as speci- spacing between sprinklers is 8 ft sri/licienf adjns'rnent in an EscutCl,00111 tied in NFPA 13D or NFPA 13R. ed fhe-ile Plate try under• or over-tightening the (2,4 m). The maximum spacing file Sprinkler ttre position of rho For systems designed to NFPA 13,the tweet) sprinklers cannot exce n,rnber of design sprinklers is to be tnng;!i of the coverage area(Ref.Table sprinkler littirp to suit. the the four most hydraulically de- A)heing hydraulically calCulate(i(e.g.. Step 1. Thr. nrinklei must only be manding sprinklers. The minimum re- maximum 12 feet for a 12 It. x 12 ft. installed in t`,e pendent positron and quired discharge from each of the four coverage area. or 20 feet for a 20 It. x with the cir met fine of the sprinkler per- sprinklers is to be the greater of the 20 ft.coverage area). pendicular to the mounting surfaa•. following: Step 2. Remcve the Protective Cap. •.The flow rates given in Table A for Installation Step 3. With pipe thread sealant ap- NFPA 13D and 13R as a function of plied Ia Ihr. pipe threads. ar(! rsnx) temperature rating and the maxi- The Series LF11 1TY25961 must hr in- the W-f il 18 pipe threads. rn rrc um mum allowable coverage area. stalled in accordance with Ihr• follow• YI f in instructions: ?.install and hyhlenRu!Spnnkh St4,. • A minimum discharge of 0.1 gpm/sq. g po,1 Cup Assc!mhly into the h?h,•r 1 ha It.over the"design area"comprised NOTES W.';yi e 18 Wrench will acre•:;t a 1 2 of the four most hydraulically de- Darriage to the fusible Link Assembly ;i ch ialchet drive. ,*landing sprinklers for the actual during iris fallahon can be acoidt,if by coverage areas being protected !,y handlinn the sprinkler ht the Ir;rnre Sl;:p 4. Replace the Protectiv^E,,,, ii` the four sprinklers. arms only it.v.. de not appit,pressure Pt ;!ling it upwards until it tit ttoric to Ihr hisihle link Assernhlt•1 a;' Bost the Support Cup. The 111r:IC Obstruction To Water Distribution. live:Cap helps prevent damage 1%th,, Lu,:ations of sprinklers are to be rn A Irak tight 1 rnrh NPT spr,tWvf Ica(if f)r,llectrn and N n1s during crilinq in- should be obtained with a forqur of 7 stallation asi(l!r:r. during apptrcah:r.,. of I VSR-SF P01FrER FOR SMALL PIPE VANE TYPE WATERFLOW ® ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146-4161 Don Mills, Ontario, Canada M382M3 (314)878-4321 /(800)325-3936 (416)441-1833 UL,ULC,CSFM LISTED 6 NYMEA ACCEPTED rr Service Pressure: Up to 250 Psi t Minimum Flow Rate for Alarm: 10 GPM Maximum Su►ge: to FPS M } Enclosure: Cast Aftiminun,,red pnnnrpl linish ry Cover held in place with tamper resistant screws Contact Ratings: Two sets of S.P.D T, (Form C) t 10 Amp On 125/250 VAC 2 Amp n 0 30 VDC i q Conduit Entrances: Two Knockouts provided for 112"conduit. tl Usage: Listed Plastic,Copper rind Schedule 40 Iron Pipe. Frls pipe sizes 1", 1 1/4 & 1 112" ' 09le:P paddles are tumishpd With erich unit,one for each pipe size of thleadpd or swent TEE.onp for 1"CPVC,and one for r 1 112"polybutylpne(01 S-Copper luhinq size). Environmental Spec lficatlons: Suitable for indoor or outdoor use with factory installed gasket and die-cast aluminum housing. NFMA 4 Rated Enclosure -use with appropriate conduit fitting. Temperature Range-40"F/120"F(4 5-C/49"C) Caution: This device is not intended for applications in explosive envi;.-)m ments. Service Use: Automatic Sprinkler NFPA-13 One or Two Family Dwelling NFPA-13C STK. NO. 1113000 Residential Occupancy up to 4 Stories NFPA-13R National Fire Alarm Code NFPA-72 U.S. PAT. NO.3921989, CANADIAN PAT. NO. 1009680 Opllonal:Cover Tamper Swilcn,order Slk.No,009oole OTHER PATENTS PENDING. The.Model VSR-SF is a vane type waterflow switch for use on wet sprinkler The vane must not rub Il,e inside of flip"TEE"or bind in any way. The stem systems that use 1",1 114",or 1 1/2"pipe size.The unit may also be used should move freely when operated by hand as oaectional waterflow detector on large systems. The devirp can also he used in copper or plastic pipe installations with the PIOPF The unit contains two single pole double throw snap nrtion switches and an pipe rundapters so that the specified"TEE"fitting may be installed on the adjustable pneurrintic retard.The switches are ncluniPd when n now of 1 o gallons per minute or more occurs downstream of the device The flow condition must exist fora period of time necessary to overcome the selected retard period. INSPECTION AND TESTING: Check the operation of the unit by opening the"Insp�rtion Test Valve"at file end of the sprinkler line or the drain and INSTALLATION:These devices may be mounted in a horizontal or vertirnl lest connpction.if an Inspeclors Test Valve is not provided. pipe.On horizontal pipe they should be instilled on the top sidp of the pipe where they will be accessible.The units should not be insiriiled within G"of If 11,erp mp no provisions for testing the aperation olihe flow defection device a valve,drain or fitting which changes the direction of the wnternow The, on the system,applicotionoflheVSn-SF is not recommended or advisable unit fins n I"NPT bushing for threading into a non corrosive"T EE See figure 2 for proper"TEE"size,type and installation The frpgnenry of the inspection and testing and its associated protective monilorinq system should he in ncrordance will, the applicable NFPA Screw the device into the"TEE"lilting as shown in rig 2 Cnrp must be Codps and Standards and/or nuthority, having jurisdiction (manufacturer taken to properly orient the device for the direction of wal.0low rpcomnwnds gnmlprly or more frequently) CAUTION: There are 8 paddles furnished with each unit. These piddles have raised lettering that shows the pipe size and type of"TEE"that they are to be used with. The proper paddle roust be used. T he screw that holds the paddle must be securely tightened. PRINTED IN USA MKT.Itt80oo40,3-REV G PAGE 1 OF 2 MFG. 754DO802-3!M 'Now 40L r VI/VL r-aic fir! DOUBLE Ctif-'CK ASSEM!Y QACKFLOW PREVENTION Characteristics' Physical Properties Size 112". 34", 1", 1-1/4", 1.112l, 2" Max Wort(ing Pressure 175 PSI (1200 KPa) Hydrostatic"Test, Press. 350 PSI (24r'0 KPa) Temperati,re Range 31?°F to 140OF (0°C to 60°C) End Connections ThtaadeG ANSI B2.1 materials — Valve Body Bronze EIaSQnlerS Silicone springs Stainless Steel MODet_aso(1/2'-2-)DOCaLE CHECK gS;•'I'AIRLY Agency Compliance g Y p • ANSI/AWWA Conformance (C510-92) Application • ASSE Listea (Sttl 1015) Non-Health tyazarc: • CSA • Approved by the Foundation for Cross Connection Options !� \ Control anti Hydraulic Res+rarch at the Unrversay of 0 Wye - Strainer ! I Southern California. r Model F►50 (1/2" - 2") Flo•x Curves 1/211 a JL_ 15 ' i--- 15 10 i 10 5 5 t)' 3 6 9 2 15 16(CPR 0 20 40 80 so :Q _: ,GFNt 3/411 2- N20. _., Ir y 20 •.� r--- i. -ry 15 d 1 _I -}� 10 I 10pdPd m 5 5 - — o 0 0 5 10 15 20 25 30(GFM 0 30 60 92 120 150 11!0 (GKh 1" in 20 i Installation Recommendations 10 - 12"Mw,mum Cwwa,ice i 10 F4ea S,;ucture 0 0 10 A i 20 1•. 30 40 50 6o(GFM •_—� ,-� o' '' 1��y�I � .� 11 I u, 12' r 4 15 - Minimum a ' 10 m 5 Zvi m Flow MODEL c1,50(1/2"-2^) = o Ouufais tnatatlatlon 0 20 40 60 80 100 12 M)0(GP DOUBLE CHY-Hr"K ASSEMBLY HACKIPLOW PREVENTION Characteristics Physical Properties r Size 1/2", 314", 1", 1-1/4". 1-112", 2" G Max WorKing Pressure 1 7E PSI (1,200 KPa) Hydrostat:e Test Press. 350 PSI (241`0 KPa) L Temperali,re Range 3 °F to i WF (0°C to 60°C) � �� � O End Connections Tnfaadeci �.NSI B2.1 I i Materials — Valve Bcdy Bronze Elastomers Silicone Springs Stainless Steel MOat=r 8511(1,2' ��„)DOl dLE CHECK A� ,-Ail3LY Agency Compliance ' • ANSI/AWWA Conformance (C510-52) Application • ASSE Listed (Sid 1015) Non-Health tiazar<, i • CSA Options • Approved by the Founciation for Cross Connection / I Control and Hydraulic Research at the University of G Wye - Strainer I Soutnern California. I( Model F"ZiO (1/2" - 2") Flojr Curves 1/211 1-1/2" 20 20 � 15 I i 4 15 10 10 I w m 0 = 0 U 3 6 9 12 15 16(GFM) 20 Q 64 80 ,uFivil 3/4'r 20 �--- 'r a 15 N w 10 --� I - 10 - �---! m 5 —. $ 0 0 0 5 10 15 20 25 30(GF►v0 0 30 60 5 120 150 it (Gff1) 1" -- 20 i installation Recommendations a15 - -1 . - ---- 12,Miomum Cwxa e v _ _ 5 10 Fucetl 5'.,uCture 0 10 20 30 40 50 6o (GPM) 1-1/4 a N i2' j I a 1 - Mmrmum g 10 Flow MODEL(,50(1/2"-2") = 0 0* outacyr, Inmallatlon 0 20 40 60 80 100 120(GRA ® t INSTALLATION ERICO USED FOR PVC PIPE ONLY. INSTALLATION INSTRUCTIONS MODEL # 108 SERIES TWO HOLE STRAP HANGER � L PIPE HEX DIAMETER(0) HEAD SCREW 1. SNAP PVC PIPE INTO HANGER. DIMPLES HOLD PIPE IN PLACE. 2. MOUNT HANGER TO UNDER SIDE OF BEAM WITH SCREWS PROVIDED. 3. MAY ALSO BE USED ON TOP SIDE OF BEAM. PART NO. PIPE DIA. (SEE BELOW) 10R0075EG 3 4 1080100EG 1" PIPE 1080125EG 1 1 4 HEX HEAD SCREW 1 DIAMETER(0) 1080150EG 1 1 2 1 1080200EG 2" SCREWS PROVIDED WARNING: 1. Coddyw Fasteners that are manufactured using spring steel components may be used only in a non-corrosive indoor environment. Only non-spring steel fasteners that hove pru!ec!ive coatings may be used otherwise, as specified. 2. Fasteners must be used only in the manner depicted in the llustroGons that accompany R and must not exceed s!olic load ratings noted. 3. Fasteners ore designed for use with o variety of industry standard building materials, strucluvof shapes. and mechanical components. For the fastener to work property, these items must meet the appropriate industry standards. (Examples: ANSI, RISC, ASI) 4. The buyer and/or installer is responsible for: o.Application in conformonce to local codes. b. The integrity of structures to which the fasteners is attached, including their capability of sofely accepting The foods imposed. as mluoled by a qualified engineer. e. Using appropriate industry standard hardware as noted obove. 5. Failure to observe these specifications may come product malfunction resulting in protrrty damoge or bpJiiy 6njury fRK'O Pfodur!s of the I;me of shipme•I are .arrc•!r! !a cacf,,r h ony applicable written description furnished to the Buyer by ERICO, and to be free from defects :n material and workmanship. NO 0111I R WARRANTY. WHf tHFR FttPRFS S CvN iuP!If C. (wC:f f, aNc ANY WARROMY OF VERCHANT-ABILITY OR FITNESS), SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY (RICO PRO(IUCI. SAFELY INSTRUCTIONS: NI safety regulations required by the job site must be observed. Special otlenlion should be given to the foflowing instructvrns. Whit waking or on the job site: Irrw rib.wl MrMiy�W� rr.YN rl 1r4/►��w.Y M.\ t�w��Vl wr.y�rr r\^1 Axtiw a.\r�uil xw r r wiww r A�rl w w r w.r.. • IECH 80 SUPPORT PHONE' ( 080 ) 25-CAQOY ©2000 [RICO, INC. CT S296A rc'!NrT P IN ,!.S n (t.-AnCi...;`)_ •r.•� f6 _ 414 yaoo/•S3 •aacr�5-� f�aocs/•S3•Qo�� o • ;(37 >Qio��o r ol ..z o m n ! sz =u,y�`y -� f!? f-r� anp+o 0 �marn W - rrz0 LA I . lot ENV M 01 i i � I r a N• 0 :3 C d i►� b 1 I I m ' m I r _ r� A v � � m A w n n r < > H 1 f N f - n m `a 1 m m x T-.