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013-300-098
i . R, -, .s. k t . i' +Ylft�t.^" •^N ,arr - ¢a- J rf._{ jr .. s t t�♦ '��'k� � Y c �� " t/ a+• 7 P '�'. �� i`J ki k.� s,{J c � t'u � y�`. T� - ` � .r o �� Fir ��i��}'l.Y� � � ' • x. 1 ' 013-300-098i ' 3 0�1-2559 . • c .{ •� SOUTH SIDE COMMUNITY CENTER ' + ' LOWER WYANDOTTE, OROVILLE ♦ ' 4• z CONT: MARQUEE FIRE PROTECTION.;" • t rt - °•+ "� ci ; -;i'} �'- l` FIRE SPRINKLERS ^ - } of '` �, 1 . T I•� � , - ra `'fit. 1U,:b ^dl � t} �• 7.. 1� � - ' va'7,o�ca 103'1 , SOUTH SIDE COMMUNITY CENTER 61-. 1-71-5 �•' 4 J LOWER WYANDOTTE, OROVILLE (NEW CENTER) o 013-310-037,rl• .� 02-0416 ORO COMMUNITY CENTER a- - _ 2959 LWR WYANDO fTE; ORO • r .� . _ CONT:, WILGUS FIRE: CONTROL D r _- � '• •rYti � T t • '' y � .� � , . 'q+. 7. s. .. lw. �- 1 c I. f .='w • 1 . , i , a .+ � .•� ^moi i 1 � . . . �, ; , ., { 4 y ,MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift I COMMERCIAL 013-300-098 & 013-310-008, '024, 027, 036, 037 01-1713 j SOUTHSIDE COMMUNITY CENTER LOWER WYANDOTTE, ORO NEW COMM CENTER FIRE WALLS Occu anc , Area, Property) Gypsum Board 1st Layer 2nd Layer _ Walls Ceiling r s NOTES 1 U 1 ►�l �^ SEW s,d I i r IPSP 13 c��1G tit�ss �� -7 A-PPu60 T 6STiAte Gly P)&f8- CCA17A447 r 1 DEPUTY /N ;P. 5FA74S *A� e ' JOB FINALED ' Signature _" J=OK O = Not OK - = Not Applicable COMM E = Not Reedy Date UNDERFLOOR (Plans) OK except ft's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Uler Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except M's 16' Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except It's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except p's 40. Sits, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each RCIAL Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows time you visit the job site) 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except q's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv time you visit the job site) JAL ,P � gl'v COUNfY*dF* BUTTE'.0 TMENT OF DEVELOPMENT SERVICES" BUILDING DIVISION NOTICE, Post this job -card In a safe,'conspicuous place. Do not remove until all required Inspections are made and building-li approved for occupancy. Plans,rri6st be ,available on the job site. A. P. No 0 1 - 2) 6b - 6' 062 63q, 0 w 42 (> Contractor 44dQ24' Q26YnM1,6 PermitNo.011- Expires PERMITTEE MUST CALL FOR INSPECTIONS I4ov 04 02 02t38p RTC (530) 891=4243 p.1 JATrl APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION FAX TRANSMITTAL,COVER SHEET DATE: 0 0 TO: : .c,�_O ATTN: FROM: Applied_ Testing Consultants TECH:,i Number of Pages including cover; TIME: FAX#:- __ 38- — FAX#: (530) 891-4243 PHONE#: (530) 891-6625 —......._4wG M=22,5' 1L ilawuuul is nut cle.u, Nig:r6u k -all (53u) Zl; i 1;, twils WlLal by uiiuudluriz�ai pal lie::, l,lcasc forward to company and fax # listed above. 3060 Thorntreo Drive, Ste. 10 - Chico, CA 95973 - Tplephono: (530) 801.6625 - Far—simile: (530) 891-4243 lov 04 02 02:39p ATC 1(530) 891-4243 p.2 A&TCAPPLIED TESTING CONSULTANTS MAMMALS ENGINEERING rESrING AND INSPECTION October 28, 2002 County of Butte Building Department 25 County Center Drive Oroville, CA 95965 Attn.: Mike Vicira /Bill Curry Re: Southside Community Center — Oroville, Ca The following letter is to serve as summary of our services provided for the Southside Community Center located at 2959 Lower Wyandotte Road in Oroville. We provided special inspection on this project from 06-28-01 through 09-16-02. Listed below are the procedures that were inspected and/or tested along with the applicable standards. Earthwork Provided compaction monitoring and observation for under slab fill and Parking Lot Substrate. Performed laboratory moisture / density compaction curves. All work was done per ASTM 1557, Chapters 18 h 33 of the 1997 Uniform Building Code. Concrete Provided continuous inspection during concrete placement to include reinforcing steel placement and slump tests. Monitored placement operations and consolidation. Prepared compression test samples. Tested concrete compression samples in laboratory per ASTM and UBC standards. Welding All structural welding was inspected by an AWS certified welding inspector. All welds were visually inspected to be in conformance with AWS D1.1 specifications. Hieh Snenleth Boltins Verified tensioning of all A325 high strength bolts per UBC standards and per RCSC specifications of the AISC Manual for Steel Construction. 3060 Thomtree Drive. Ste. 10 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 Nov 04 02 02:39p ATC Roof & Shear !Nailing Inspection 1530) 891-4243 p.3 Verified that all structural nails used were type 10d common nails per approved plans. Visually inspected nailing zones for proper field dimensions per approved plans and specifications and UBC standards. Epoxy Grouted Anchors All epoxy grouted threaded rod and reinforcing steel anchors and dowels installed in concrete were visually inspected for proper installation per manufacturer specifications and UBC standards. Building Code Inspections Inspected Plumbing, Elcetric,HVAC, etc for the compliance with 1997 Uniform Building Code Standards and project specifications. The above mentioned work requiring special inspection was to the best of our knowledge, in conformance with the approved plans and specifications and section 1701 of the 1997 Uniform Building Code. Please call if you have questions regarding services described above. Very truly youri, APPLIED TESTING; CONSULTANTS Brad Forsythe Vice President, Director of Operations Staff Engineer Nov 04 02 02:39p nTC (530) 891-4243 p.4 `NIAPPUED TESTING CONSULTANT'S --- MATERIALS ENGINE RING TESTING AND INSPECTION Inspector's Daily Report Date: 09/16/02 Project: Southside Community Center Client: Butte County General Services Inspector: M. Grogan Attn: Mike Pyeatt Administration Center 25 County Center Drive Weather: N/A Oroville, CA 95965 Tyne of Inspection: Met with Mike Reynolds and completed an inspection test on the fire sprinkler alarm system. Opened the valve & the alarm was started within one minute. This completes all testing & inspection required for this project. M chaelG n hispecto 3060 Thomtrce Drive, Suite 10 • Cbico, CA 95973 • Telephone: (530) 891-6625 • F=iinik: (530) 89)-4243 Nut �'& 00v ' 05 Trent Constr on 1315 Vista Way Red Bluff, CA 96U80 7002 0460 0000 5692 4348 Mr. Mike Grogan D 1871 Cherry Street Yuba City, CA 95993 400 -zz , w U.S. POSTAGE PAID RED BLUFF.CA 96080 OCT 09.*02 AMOUNT $1.12 0002-1087-03 VNITEDSTATES 0000 95993 U.S. POSTAGE PAID RED BLUFF.CA 96080 OCT 09.*02 AMOUNT $1.12 0002-1087-03 Wit, t t� �- - �-fl= - - - - - -- - - - - -- 6�-- 3.LLoa.Lvuio:j 'SS3UGOVN8ni383HJ..AO 101 3dO-)3AN3 :10 d 0 11V 83MOLLS 30VId �l If I If I I I If I EM �l If I If I I I If I EM TRENT CONSTRUCTION 22550 RODEO AVE. GERBER, CA. 96035 CONTRACTOR'S LICENSE NO. 667020 OFFICE: 530-385-1885 FAX 530-385-9702 E-mail trentconst@master.snowcrest.net TRENT CONSTRUCTION ! !! !! ! !? ! WE'LL BE IN OUR NEW OFFICE 10-7-02 PLEASE UPDATE YOUR FILES OUR NEW ADDRESS IS 1315 VISTA. -WAY RED BLUFF, CA. 96080 OUR NEW PHONE: 530-528-0780 OUR NEW FAX: 530-528-0784 EMAIL: trentconst@m aster. s nowcrest. net Thank'You, Kendel Trent 4 ^v\{^`\ V W _```! Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the California Building Code under permit number 01-1713 for the following: Use: Community Center Address or Location: 2959 Lower Wyandotte Road Oroville, California Occupancy Group: A-2.1 Construction Type: V -One Hour -Fire Sprinklered Occupancy Group: E-3 Construction Type: V -N: Fire Sprinklered Occupancy Group: B Construction Type: V -N Fire Sprinklered It is hereby certified for the occupancy described above and may be occupied. Date: 10/28/2002 B Mil ael C. V eira, Building Official APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Inspector's Daily Report TESTING AND INSPECTION, Date: 09/16/02 Project: Southside Community Center Client: Butte County General Services Inspector: M. Grogan Attn:' Mike Pyeatt Administration Center 25 County Center Drive Weather: N/A Oroville, CA 95965 Type of Inspection: Met with Mike Reynolds and completed an inspection test on the fire sprinkler alarm system. Opened the valve & the alarm was started within one minute. This completes all testing & inspection required for this project. 3060 Thorntree Drive, Suite 10 a Chico, CA 95973 a Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 7�APPLIED TESTING CONSULTANTS trw�•-s;rr_.a+�.r..r_e;.rtar.M.s:=�s •T.-�.."s:i'°�w�4-..rv..ye....rta.t+s.'.=•-z.,�ee�,;�.•e.xe�..ueama+ar.�,�v=iit.-.e�m...•�.�avz�•-teztis..: ��.�:.^c,+crs,.::.rs.-:r....rc•__-:a•T�_---:•a�.:-�z�rc-..-.:^•-�:,.�.rti.: MATERIALS ENGINEERING TESTING AND INSPECTION July 24, 2001 Butte County 25 County Center Drive Oroville, CA 95965 Attn.: Mr. Mike Pyeatt/ Mike Vieiran Re: Southside Community Center — Building Pad We were employed by your firm to provide compaction verification on the engineered deep fill newly constructed building pad. The project consisted of removing all organic and deletrious material from the building pad site and constructing an engineered fill which meets County of Butte requirements. We performed a site investigation on 6/28/01 and met with the contractor to discuss the operations. At the time of this investigation we expressed our concerns of testing procedures on the rocky materials. Our technicians found the soil contained in excess of 30% + 3/4 inch material. Per ASTM - D1557 -91 section 1.2 and ASTM D4718-87 section 1.3, we cannot proceed with conventional density testing- procedures on this .material. All fill would have to be monitored during construction to verify that adequate moisture conditioning and compactive efforts were achieved. We monitored grading operations on site from 06-28-01 to 07-20-01. We verified that all areas to receive fill were bearing on firm sable ground prior to any fill placement. The bottom "toe" of the slope was cut back and "benched" prior to fill operations. All engineered fill was moisture conditioned, placed in 8"-12" loose lifts and compacted with a sheepsfoot compactor. We were on site for much of the fill operations and were satisfied with the compactive effort throughout the import fill. . Based on our experience and witnessing much of the earthwork operations, we' certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the engineered fill was properly moisture conditioned and compacted . to at least 90% . relative compaction. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Thank you for using ATC to provide this service for you. Please call -if yop�have any questions regarding .our services described above. Very truly yours, _ 1 Brad Forsythe df -' CharlesJ. Roerts Vice President Staff Engineer . . Director of Operations 'I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / y County Center Drive • Oroville, California 95965 • Telephone (530) 538-754N� 1-1 PIR ►IT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 013-300-098 &0 0-008 024 027 036 ZONING 037 BUILDING PERMIT OWNER q01TT14 RIDE COMINITY CENTER TELEPHONE SO. FT. OCC. BUILDING VALUATION 5690 A2.1 341 400.00 OWNERS MAILING ADDRESS 10134 B 597906.00 CONTRACTOR'S NAME TRFNT CONSTRUCTION TELEPHONE 385-1885 8048 E3 498 976.00 CONTRACTORS MAILING ADDRESS 999SO RnnEn AVE, GERBER CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 1.438.282.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 4417..50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 1313-13 BUILDING ADDRESS LOWER WYANDOTTE AVE, OROVILLE Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 7776.63 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ER Other COMMMRC _ALd�ZWt`1TY Each Trap 641 7.00448-00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 5 15-0075.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COMMUNITY CENTER BLDG Gas piping system 1 - 5 outlets 1.5 15-0045.00 Building sewer 15.0015-00 Mobile Home I s I G I W (920.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2DDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. .- /l� License Class . - Q Lic. No. I '�7� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance card r and policy number are: Carrier ` Policy Number en ? 0 e-9 (The above sections nee not be competed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 6 ' Date �-^ Signature of Applicant - ❑ Owner ❑ Contractor [3 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ADC..0CC 3.5QFT: NS =REOSIMULTI.OUTLET @7,50 RCQITS POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FDRURES aAL L.00 .SO Ex. Occup. RtsID.OFRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 13 MECHANICAL PERMIT Fling Fee 20.00 Heatingl2a>100K 2@<100K 220.00 Cooling 14 3-10 T 14 350.00 Hood T FAN 6.50 13.00 Ventilation 7 EX FANS 31.50 PERMIT FEL: s 634.50 Mobile Home Installation Fee s Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ EXEMPT 9185 FEES IMP I FLOOD I COF PARCEL I PD I HD I ISSUE This permit is hereby Issued under of the Butte County ode and/or indi for ich fees have " By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �jDate 7 et Receipt No. EXEMPT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 13; COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT AS SESSOR PARCEL NUMBER 013— 3F�r(Ij O 15' 31'a "Od$ 02�I-D27 03 a3 BUILDING PERMIT ZONING OWNER O � 1 [ NE (�, ( SQ. FT. OCC. BUIL DING VALUATION OWNER'S Wl/N0 AOO.S. COM R S N�AIPj TELEPHONE O . O (� CONSTRUCT)ON LENDER Fre lace Total Valuation S/ Filing Fee Permit Fee Plan 6'hockina Fee Energy Plan Checking Fee PERMIT FEE PLUMBING PERMIT Each Trap Solar or hent um water heater Water piping1 Each gas water heater or vent Gas piping system t - 5 outlets Building sewer Mobile Home S G W ? $ S S E S 1 _ / LENDERS MAILING ADDRESS ARCNRECT OR ENWNEER LICENSE NO. ARCWMC'r OR ENOINEER'S MAWNG ADDRESS SUILowGADORESs W �f2 1 I P M07` 1F Aldi E LOTNO. SUBDWISIONI ME PARCEL MAP USEOFSTRUCTUR c ' SF ❑ Duplex ❑ Mobllehome ❑ Other I ePecsY TYPE OF WORK New jI-Addition ❑ Remodel ❑ UIlities ❑ Instapntion ❑ Other ❑ Describe Work: PERMIT FEE S ELECTRICAL PERMIT IF --.�.------ •f ' *PERMIT FEE PAIb `5 - - SHERIFF OTHER IPERMIT Main SerVICe 800v OR D*LES �iO�GAMain Service NEW CONST. ( ORADONs. NON•RESIO MULUOUTLET POWER APPARATUS a S WGLE OUTLET cut I Ex. Occup. OUTLET OR FLRURES ' FDTEA6 2Ex. Occup. DAPS1 1 Temporary Service i Mobile Home Facilities Misc. Wiring PERMIT FEE S MECHANICAL PERMIT Fi HeatingPA IZ >100tt <1 K Coolin ILl.( 3-FOT Hood (*4 Z Ict-t rm Ventilatlon FEt S it "4 If.7. 00 20.00 1 � 00 '1 %G•b riling Fee 20.00 7.00 �� 0 23.00 15.00 '5•.00 15.00 ',00 1 s.00� 15.00 IS,Op 920.00 L-7•py 19 Fee 20.00 23.00 48.00 A0-00 3.5¢F . 97.50 I ®L00 W 5.00 23.00 25,&0 20.00 23.00 'K 00 g Fee 20.00 —:210-0-0 —350 -to I Mobile Home Installatl ee $ Energy Inspection F I Occ CONST• TYPE OTAL FEESf/357,/3 AA 6VNT RECEIVEb I NAZ- 1 0. FEES IMP FLOOD COF PARCEL I Po I HD I 9UE *RECEIPT NVMSER * TO k PVT INTO COMPUTER This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON CERTIFICATE HOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE JUNE 27, 2001 GROUP: 000692 POLICY NUMBER: 2325-1999 CERTIFICATE ID: 1594 CERTIFICATE EXPIRES: 10-01-2000 10-01-1999/10-01-2000, COUNTY OF BUTTE GENERAL SERVICES 7 COUNTY CENTER SOUTHSIDE OROVILLE COMMUNITY CTR OROVILLE CA 9596565 2959 LOWER WYANDOTTE RD OROVILLE CA JOB# 1975 This is to certify that.we have issued a valid Worker's Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions, of such policies. 7741Z 7 , 2 AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 10-01-1999 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER WHELAN,,CRAIG F AND DBA PO BOX 1219 FOLSOM CA 95763 WHELAN BUILDING SPECIALTIES SCIF 10265 [EPF-UI: BD ] GENERAL SERVICES ADMINISTRATION CHIEF ADMINISTRATIVE OFFICE COUNTY OF BUTTE TO: FROM: SUBJECT DATE: 25 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3380 Telephone: (530) 538-7064 .Facsimile: (530) 538-7120 Interested Parties Mike Pyeatt, General Services Southside Oroville Community Center - conference held on June 11, 2001 June 25, 2001 MIKE PYEATT GENERAL SERVICES DIRECTOR from Pre -construction Attached herewith are the pre -construction conference minutes, meeting minutes summarized by Kitchell CEM, and a list of attendees at our meeting on June 11, 2001. If you have questions regarding labor standards compliance please contact Eric Miller, Labor Standards Coordinator, at (530) 538-7631. If you have other questions related to this project please either call me at (530) 538-7064 or Chris Helbock,.Kitchell CEM, at (530) 538-8065. Attachments Distribution: Starlyn Brown,. Assistant Chief Administrative Officer, BCAO Eric Miller, Labor Standards Coordinator, BCAO -Chris Helbock, Kitchell CEM Belinda & Kendel Trent, Trent Construction Cindy Rangel, Trent Construction Jeff Timpe, Efficient Energy Concepts Bill Lanier, Richall Electric Scott Bettis, North Pacific Glass Jim Cusick, North Valley Iron Works Bill Dinsmore, Rolls Anderson & Rolls Ursula Eilat, State Department of Housing & Community Development Lorne Lundy, L & L Surveying Glen Bruno, Glenn Bruno Architect r Mike Veira, Manager - Butte County Building Inspection RECEOVE[JUN 2 T 2001 BUTTE COUNTY PLANNING DIVISION PRE -CONSTRUCTION CONFERENCE - MINUTES PROJECT NAME: SOUTHSIDE OROVILLE COMMUNITY CENTER DATE: 6/11/01 GRANT NO.: EDA 07-01-04814: CDBG#97-STBG-1103, CDBG#98-STBG-1229 TIME: 2:0012m PROJECT LOCATION: 2959 Lower Wyandotte Road, Oroville, CA MEETING PLACE: Butte County Administrative Office, 25 County Center Dr., Oroville FEDERAL WAGE DECISION NO.: CA 000009 STATE WAGE DECISION NO.: BUT -2000-2 A pre -construction conference concerning labor standards provisions, administration and enforcement was conducted for the above project on this date. In addition to the attached, the following labor standards materials were provided to the prime contractor and were made available for others in attendance: 'No. � . ..t- -C"��« Item/Document r , :;t. Y , };ts . X i .i r•s x...l en�F^ ReferenceLocation m Bid Document 1 Applicable State and Federal Wage Decisions (above) See subject section 2 Federal Labor Standards Provisions SGC -53 through 56 3 State Labor Standards Provisions SGC -57 4 Poster WH -1321, Notice to Employees Provided 5 Payroll Form WH -347 (with instructions) SGC -59 though 63, also see attached 6 Certification of Understanding and Authorization Provided 7 Certification for Applicable Fringe Benefits (WH -348) Provided 8 Standard Contract Language (all contracts and subcontracts) SGC -31 thru 36, also see provided matrix 9 Standard Solicitation for Bid Language (over $10,000) SGC43 through 44 10 Standard Equal Opportunity Clause (over $10,000) SGC -45 through 46 11 Standard Federal Equal Employment Opportunity Construction Contract Specifications (over $10,000) SGC47 through 51 12 Equal Opportunity Commonly Asked Questions Provided 13 Resource List Internet Addresses Provided 14 Contractor's/Subcontractor's Certification Concerning State Labor Standards and Prevailing Wages Provided 15 Contractor's Guide to Davis -Bacon (US Dept. HUD, 5/98) Provided 16 MBE/WBE Utilization under Federal Grants, Cooperative Agreements, and other Federal Financial Assistance Provided 17 Record of Employee Interview Provided Page 1 of 2 PRE -CONSTRUCTION CONFERENCE - MINUTES RE: SOUTHSIDE OROVILLE COMMUNITY CENTER June 11, 2001 Each person at the conference was requested to register their name on an attendance sheet, a copy of which is attached and made part of these minutes. During the course of the conference all of the labor standards and wage requirements which are applicable to the construction work to be performed were discussed in full. These standards and requirements are contained in the following publications: U.S. Department of Labor Regulations, Parts 1, 3 and 5; Labor Standards Administration and Enforcement Guide, State and Federal labor standards provisions; State CDBG Grant Manual (October 2000, www.hcd.ca. og v�g/gmm), and the attached material. Prior to adjournment, the participants were invited to ask questions so that there would be no misunderstanding of what is necessary in order for the contractor and any subcontractors to demonstrate compliance with the labor standards clauses above. Special notations for this project or matters which could not be resolved at the conference are listed in the space below: Ouestion regarding surveyors: L & L Surveying had a question regarding the Federal wage determination for a surveyor. On 6/14/01 HCD staff confirmed that the County should use the State decision to determine prevailing wage for a surveyor (there is no Federal determination). The Labor Compliance Officer will not need to interview the surveyors. HCD will not analyze the surveyor payroll for prevailing wage, but will check to make sure payroll records were received at the County. For additional information concerning labor standards and wage requirements, please contact the CDBG Labor. Standards Specialist at (916) 445-6000. � If2LO Date r Ic Eric Miller, Grantee Labor Standards Coordinator Butte County Administrative Office Attachments (2) 1. Meeting minutes prepared by Kitchell CEM 2. Attendance sheet for 6/11/01 pre -construction conference k:\admin\ad\eric\souths ide\preconstructminutes Page 2 of 2 BUTTE COUNTY ADMINISTRATION JUN 19 2001 OROV91A CALIFORNIA Meeting Minutes. Detailed (Editable), Grouped by Topic for each Meeting and by 'Old Business' and 'New Business' Southside Oroville Community Center Project # 408 Kitchell CEM Lower Wyandotte Rd. Tel: 530-538-8065 Fax: 530-538-8092 Oroville, CA Preconstruction Meeting Meeting 1 +" - stn. • E � v . �rn..rd. �-..,y R,T3' Date ww^�s`SWrt;;,L�NMee�n a me re acedt'Co` m a �Wt_ 6/11/01 02:00 PM 03:00 PM Chris Helbock. Kitchell CEM �Purt�'n O§'e '� �1.5'^';.•�.r"`•t�i1�=a.�'.{�:�.L�St+a--�•a^=s,v_u-'�^.,�.�.,nni1�'7'i(RR141E�cr�. m-•arr^°•�'w•v:^y�•�-c. . �,.da_r use.=.<:..ss:+;.w�zr�+��a. � - �"���,'...����'iatl�- yes, ���yn�=='�:�C7e`i'le �dl�"i1fOte$;._._Q.�.�'g�a��'.'m�"��`'�^�„�.,�•���^�' 25 County Center Drive Butte County Administrative Office Conference Room ��'�T�'•�`,:;`F2�i;��"�rz��•,...60"071 �-._. irx.m s..:taz9.•:u�..,.,..w'i�.t'.a.�.:..L..L�'?Fs�iir�.:.��...�.;�tL ���.a_� r:Y=.£'�:r'�'.l.�at. -lY:�.ff—:...wg�• 9csL �`�!.£.�,a�s Kitchell CEM - Chris Helbock County of Butte - General Services - Mike Pyeatt Trent Construction - Kendel Trent Trent Construction - Belinda Trent Trent Construction - Cindy Rangel North Pacific Glass - Scott Bettis L&L Surveying - Lorrie Lundy HCD - Ursula Eilat County of Butte - Administration - Eric Miller County of Butte - General Services - Star Brown Richall Electric - Bill Lanier Efficient Energy Concepts - Jeff Timpe Glenn Bruno Architect - Glenn Bruno Rolls Anderson Rolls - Bill Dinsmore North Valley Iron Works - Jim Cusick Iterr>I, -ng;Item Dscnponr"1r.'.Status�Due Date`s Gd ls d Gr z f i ompl General BusnessE�.�.•,:c#';rr.���.� v��' ` �''"� � �x •'q:' i. �r+�;r�w:aaX�D"':n2.e a, u({--� ��"�,,u.�--•� 'w'�o.',�,.�"�*' k"'k'nn�a -�zL� x"q'3`7k � * �.`"�"`:� �n�� New Business 1-1 The County inspection requirement's will be enforced over the City of Oroville's requirements. 1-2 Trent Construction requested the locations of the test Pits that were dug by Klein Fielder during the soils report. It was noted that the exact locations would probably not be known but Kitchell will follow up to see if there are any exact locations from Kleinfielder. 1-3 Trent asked where the City of Oroville standards could be obtained. The County indicated that the standards No No No rolog Manager Printed on: 6/19/01 kitchell_buttecounty Page 1 Meeting Minutes Detailed (Editable), Grouped by Topic for each Meeting and by 'Old Business' and 'New Business' Fltem Meettng Item Descrtptton S&g Y rRespap� Status,g� Due DateCompl dCls'd :c:,,,.� _ ..: K%.iz.>.s..,,,..h...S<¢c^..,�.._..6....v�:u,�.—:; L��...w.-'.3a��rw2r..,.,:... �sy„•..:d.. i.+.+r".'••�y:.- 4.?-a.r`a...,nrsJ�;'�1�K:E'k4alsG?:$?:''.frrx..r�r."K''�i..'evu�R!.:,.�t:r&�n,;,su': .�s.h=ta could be obtained at the same location that the city grading permit was picked up. 1-4 Trent asked about the PG&E utility locations. The County noted that a pre -engineering meeting was held with PG&E last week to determine the service locations. Once the locations are set they will be issued to Trent Construction. The County also indicated that the trenching for the utilities would be done as a change order to the contractor. No 1-5 The County noted that there were two light poles that No would need to be removed by the Contractor- The City of Oroville will pay for this change. 1-6 Trent Construction requested the specifications for the Kitchen Equipment that will be used so that the connections could be sized correctly. The County will coordinate with Bill Finely will provide this information. 1-7 Trent Construction wanted to confirm that only those shear panels indicated on the shear wall plan were required to receive sheathing. Architect to review. 1-8 The architect will try to respond to RFI's within 7 days, however some RFI's will take longer due to their complexity. 1-9 Trent Construction indicated that there would be waste material after the cut & fill operations and requested the location where the material could be deposited. The civil engineer indicated that the material could go into the future overflow parking lot. 1-10 The civil engineer noted that a Storm water prevention plan would be required after October 1, 2001. 1-11 Trent Construction requested 8 additional sets of bid documents. The County indicated that Trent . Construction could call ETS for the additional plans. No No No No 1011101 No No 'rorog manager Printed on: 6/19/01 kitchell_buttecounty Page 2 Meeting Minutes Detailed (Editable), Grouped by Topic for each Meeting and by 'Old Business' and 'New Business' Item 'Meeting Item Description :" Y`'ResStatus,�Dtie Date Eompt d Cls d:: ��. ��.+-..:..,s..,�..:«... ., ...._..o.J.�......n..W.vw?7..-...�'tia..-..�.�,an ufi.iS%�cze.c='ta��✓`'�.�..w....d.Q�i�';ra'i�a:,.x ....:.cis _s..�i.�i'.•�,...i_� .. :�..er�.:.s�.a.�o. a+.. 1-12 Trent Construction noted that they would besetting up an Escrow Account for the retention. 1-13 L&L Surveying asked if the prevailing wage determination apply s to them. It was indicated by Ursula Eilat, HCD,that the prevailing wage requirements did apply to surveyors. She indicated that she would send a copy of the federal prevailing wages to L&L Surveying. (Later confirmed on 6/14/01 that County should use State, not Federal wage decision for surveyor. 1-14 Trent Construction requested CAD files for the project. The civil engineer handed Kendel Trent the CAD files for the civil sheets. The remaining CAD files will be forwarded to Trent Construction when they are received from the architect's consultants. No No No 1-15 Glenn Bruno indicated that there would be a revision to No Wing 200. The drawings will be forwarded to Trent Construction as they are completed. The foundation drawings will be delivered first. 1-16 All items of the preconstruction manual were reviewed. I No Prolog Manager Printed on: 6/19/01 kitchell_buttecounty Page 3 PRE -CONSTRUCTION CONFERENCE - ATTENDANCE SHEET PROJECT NAME: SOUTHSIDE OROVILLE COMMUNITY CENTER DATE: 6/11/01 TIME: 2:00 pm GRANT NO.: EDA 07-01-04814• CDBG#97-STBG-1103• CDBG#98-STBG-1229 PROJECT LOCATION: 2959 Lower Wyandotte Road, Oroville, CA MEETING PLACE: Butte Co Admin Office 25 County Center Dr., Oroville FEDERAL WAGE DECISION NO.: CA 000009. STATE WAGE DECISION NO.: BUT -2000-2 .- r.A1TTf..Tll"Tn, 'f`TL`w" A N!••Ti .. v. ......_........-'.-; ........:.-.:.. .:......: .. , utin , e:r•:r ..•,� .,.v, ,.: �..•� . .,,,s_ •�; ,� Jr`,• ;, '` I{r �-1t:C,;-•�:u:;..::r.u;:;�•..�, xlYili;ar3xi�►i , ` .v,..�ti L14...,.�t - �+. 1f�4?,Q ' .�.,•w{�tirHV+'�_�� jcln i/�1�+ •.-yr+� :.:�,: (gyp[ p M „ p AUMQTf\^•�\r4.,•�II`if~a�ailable) .. .. �. �'i'• lr:t f4i NA iY,kYilLLlYl1{dli�ll.7{�_�rtJ• pNirl���l...� ,uany-8'41 1 any . ddreSs' I I : b 1' ,. kil l r Q. d n4- ^'�C r^ n Com) kms' f7_ -T, C 8 n c; 3 `=� S -t a bA o S QlG 3��-Cs7Y 'A h��t% `1Ir"7f:�i/ i1 ^,I ipI Vl'/'7% V�J✓f C' ^'%J/ .XJ.. �! �• J C.� /�tl.�..r v /I c. / 1 ',cJ _ S o - SBS-- / 8 S A'L i1i _ J. - — CT -le (�i^til�l. 4c. emorandum TO: k FROM:' SUBJECT: DATE: cr fltzf�— PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: A.P. #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision Received By` � Date: —7 4-�Q Permit #: ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: Time: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show how When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this a dress: Call and hold for pickup at the ❑ Chico Office Oroville Office ❑ Deliver with nest insuectior�' Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: i 1� PLAN REVISION Please complete the following information in oder to process your submittal. If this form is not complete, cor and legible. it may cause a delaX in processing. Owner's Name;so J� S Ofo, Ccs mm. ( A. P. #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering �Iplan Revision .� � 2 0 n/ �Zecei ed By: Date: PermitTime: ILL ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla: review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an( ;tamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly shov When Approved, Process as Follows: 4 ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: M -x ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt /: C(3ti , r' 6� BU -1- A GREEMENT U-6AGREEMENT FOR CONSULTING SER VICES BETWEEN - APPLIED TESTING CONSULTANTS, INC. AND X1 1 a 318. CO UNTY OF B UTTE RELA TING TO C01Nrr1 ":� 700. SOUTHSIDE OROVILLE COMMUNITY CENTER PROJECT This is an Agreement, dated June 18, 2001 by and between Applied Testing Consultants, Inc., hereinafter referred to as "Consultant" and the County of Butte, a political subdivision of the State of California, hereinafter referred to as "County". WHEREAS, the County of Butte desires to engage Consultant to provide services in connection with construction of the Southside Oroville Community Center, hereinafter referred to as the "Project"; and WHEREAS, Consultant represents that it is licensed, fully qualified, and willing to perform the services required hereunder. NOW, THEREFORE for and in consideration of the covenants and conditions hereinafter set forth, the parties do mutually agree as follows: 1. SCOPE OF WORK. Pursuant to the provisions of Government Code Section 31000, County retains Consultant to perform, and Consultant agrees to perform various special inspection/facilities management representative services as described in Exhibit A, attached hereto and made a part hereof. Consultant represents and warrants that all such services shall be performed either in its offices, on site at 2959 Lower Wyandotte Road, Oroville, or at any other meeting site agreed upon by Consultant and County. To the extent any conflict arises between Exhibit A and the terms and provisions in Sections 1 through 18, the latter shall govern. 2. SCHEDULE, TIME OF PERFORMANCE, AND TERM. Consultant shall work on an "as needed" basis for the services described in Section 1 and shall work diligently in good faith until those services are complete. Consultant shall not be considered in default because of delays in performance due to any cause that is beyond its reasonable control. Consultant shall perform such services when requested by County. Consultant shall begin services within five (5) calendar days after requested by County. The term of this Agreement shall be ten (10) months from the time services commence in accordance with this Section 2. 3. STANDARD OF PERFORMANCE. Consultant represents and warrants that it is professionally qualified to perform the various special inspection/facilities management representative services described in Section 1, acknowledges that County is relying upon Consultant's qualifications to perform these services in a professional manner, and agrees that County's full or partial acceptance of any work does not release Consultant from its obligation to perform the services in accordance with this Agreement unless County expressly agrees otherwise in writing. Consultant shall not be considered to be in default because of any non- performance caused by occurrences beyond its reasonable control; the compensation specified in Section 4 shall be reduced to account for such non-performance. 4. COMPENSATION. County shall pay consultant on an hourly basis as compensation for the services described in Section 1, in accordance with the rates set forth in Exhibit A. The total amount of compensation paid to Consultant under this Agreement shall not exceed $13,000.00 in total unless County and Consultant agree otherwise in writing. Consultant shall submit invoices to County at monthly intervals, showing actual labor hours and services provided. Within 30 days after receiving an invoice, County shall either (a) pay Consultant the amounts invoiced or (b) notify Consultant in writing that County finds the invoice to be improper, specifying the grounds for such finding. If County notifies Consultant that an invoice is improper, then County and Consultant shall meet within ten (10) days after Consultant receives the notice and shall attempt in good faith to resolve their differences. 5. INDEMNIFICATION. Consultant shall indemnify, defend, protect, and hold harmless County and its officers, employees, and agents against all liabilities, claims, demands, damages, and costs (including attorney's fees and litigation costs) to the extent caused by the negligent or intentional acts or omissions of Consultant or its officers, employees, or agents. Consultant's obligation under this Section covers but is not limited to liabilities, claims, demands, damages, and costs arising from injury to, or death of any person (including Consultant's and County's officers, employees or agents) and from damage to, or destruction of, any property (including Consultant's and County's real and personal property). Consultant is not obligated, however, to the extent that the negligent or intentional acts or omissions of County or its officers, employees and agents cause such liabilities, claims, demands, damages, or costs. Consultant's obligation under this Section 5 shall survive termination of this agreement. 6. INSURANCE. During the term of this agreement, Consultant shall maintain insurance policies at its sole cost as set forth in Exhibit B, which is attached to, and made a part of this Agreement.. Before beginning the work described in Section 1, Consultant shall submit the following documents to the Butte County General Services Director: A certificate or certificates of insurance showing that the required policies are in force and, if specifically requested by the Butte County Risk Manager or General Services Director, a copy of each policy, including all endorsements. Consultant's obligation to maintain insurance under this Section is independent of, and shall not limit its obligation to indemnify under Section 5. 7. OWNERSHIP AND PUBLICATION OF DOCUMENTS. All reports, records, technical data, evaluations, calculations, plans, details, estimates, and other work of Consultant under this Agreement (a) shall become County's property and be delivered to County when this Agreement is terminated, and (b) shall not be made available to any individual or organization without County's prior written consent, except as may be required by law. 8. ASSIGNMENT AND SUBCONTRACTING. Consultant shall not assign this Agreement or subcontract performance of any services required under this Agreement without County's prior written consent, which County may withhold for any reason at its sole discretion. 9. INDEPENDENT CONTRACTOR. Consultant is an independent contractor, not an employee of County, and thus is subject to the direction and control of County only for the final result. Consultant shall be solely responsible for paying all required payroll taxes and employer obligations related to its performance under this Agreement, including, but not limited to workers' compensation, liability insurance, social security taxes (i.e. FICA), and tax withholding. This Agreement does not entitle Consultant or its officers, employees, or agents to vacation pay, sick leave, retirement benefits, disability or unemployment insurance, or employment benefits of any kind from County. 10. TERMINATION OF AGREEMENT. Unless. sooner terminated in accordance with this Section, this Agreement shall terminate when County has accepted the services described in Section 1 and Consultant has been compensated in accordance with Section 4. This Agreement may be sooner terminated as follows: (a) County and Consultant may terminate this Agreement at any time by mutual consent; and (b) County may terminate this Agreement at any time, for any reason, by giving Consultant written notice at least fifteen days before the effective date of termination. County shall pay Consultant in accordance with Section 4 for all work completed satisfactorily before the termination date. 11. COMPLIANCE WITH LAW. Consultant shall comply with all applicable federal, State, and local statutes, ordinances, regulation, rules, and order, including but not limited to those concerning equal opportunity and non-discrimination. 12. JURISDICTION. Any litigation concerning this Agreement shall be brought in the Consolidated Courts of Butte County. 13. WAIVER. A party's failure to insist on strict performance of this Agreement or to exercise any right or remedy upon breach of this Agreement shall not constitute a waiver of such performance, right, or remedy. No waiver is binding unless set forth in writing signed by the waiving party. 14. AUDIT. For a period of three (3) years after final payment to Consultant, this Agreement shall be subject to the examination and audit of the State Auditor, whether at County's request or as part of any audit of County, Consultant shall retain copies of all documents and records pertinent to this Agreement for this entire three (3) year period. 15. NOTICES. Except as otherwise provided in Section 6, all correspondence regarding this Agreement, including any invoices, payments, or notices, shall be directed to the following persons at the following addresses and phone numbers: COUNTY: Mike Pyeatt, General Services Director County of Butte 25 County Center Drive Oroville, CA 95965 Telephone: (530) 538-7064 FAX: (530) 538-7120 CONSULTANT: Brad Forsythe, Vice -President & Director of Operations Applied Testing Consultants 3060 Thomtree Drive, Suite 10 Chico, CA 95973 Telephone: (530) 891-6625 FAX: (530) 891-4243 e-mail: appl.iedtesti.n.,u�@aol.com If written, such correspondence shall be sent by personal delivery, including overnight delivery services; by U.S. Mail, postage prepaid; or by facsimile transmission during business hours. Notices must be actually received to be effective. 16. REPLACEMENT OF PERSONNEL. Approved personnel shall not be replaced without County's permission. The Consultant's onsite inspector shall be (Name of Inspector). (Name of Alternate Inspector) shall replace (Name of Inspector) until a suitable replacement, either temporary or permanent is located. If a replacement is required due to no fault of the Consultant, the replacement shall meet or exceed the qualifications of the original designee and be approved by the County. If the County does not approve a proposed replacement, Consultant shall propose an alternate replacement. If a designated inspector cannot be assigned on a permanent basis, consultant shall make arrangements to find a temporary replacement. 17. DISSOLUTION OF AGREEMENT. The County reserves the right to terminate this Agreement upon 15 days written notice to Consultant. Consultant may submit written request to terminate this Agreement only if the County should substantially fail to perform its responsibilities as provided herein. The County will provide written notification of reason(s) for termination and provide Consultant a 15 day period to correct problems. Consultant must resolve all problems to the satisfaction of the County within the 15 day period to prevent termination of this Agreement. 18. INTEGRATION. This Agreement sets forth the parties' entire understanding regarding the matters set forth in Sections 1 through 18. It supersedes all prior agreements and representations, written and oral, and may be modified only by a written agreement signed by GenwNervices Director APPLIED TESTING CONSULTANTS By Bra orsythe, Vice President - Director of Operations A 7BttS TO FC3RfVl App�roeed as to Fiscal e u nsel and Budgetary Control Audator'�.Departm% l 83T1m,,jNOO Hn i inn, ZZ :2 yid I I 11,11or I o A I N n Cs j Cl 3j A 113 EXHIBIT A - SCOPE OF WORK AND COMPENSATION 1. PROJECT DESCRIPTION This project consists of the construction of the Southside Oroville Community Center, located at 2959 Lower Wyandotte Road, Oroville, CA. 2. STATEMENT OF CONSULTANT'S WORK Consultant agrees to furnish all labor, transportation, materials, supplies, and equipment necessary to satisfactorily perform the services set forth below in accordance with ICBO Model Program for Special Inspection, ANCTIA Guideline for Special Inspection in Construction, and the Uniform Building Code. A. Inspect and perform all special testing as identified in the contract documents to be performed. B. The approved inspector will be deputized by the Building Department and perform all UBC general inspections and inspect for conformance to plans and specifications. Consultant must sign the attached Deputy Agreement. C. Coordinate all materials testing required in the laboratory. D. Review approved shop drawings and submittals to become familiar with construction requirements. E. Weekly, document all inspections and prepare all required inspection reports as well as daily reports, monthly reports, and final reports. Distribute reports as directed by the County. F. Provide a "pencil copy" of all field reports and test results on a daily basis. G. Provide the "formal" field reports and test results within one (1) week of the occurrence. H. Verify contractors as -built documents are up-to-date. 3. BASIS FOR PAYMENT AND COMPENSATION Payment for the services of the contract shall be for actual and necessary quantities of work performed in accordance with unit price rates of testing and inspection services as set forth in the attached proposal. The quantities and time estimates are derived from past history and information obtained from the County, County's architect, and Trent Construction. Site conditions and construction scheduling can change. Actual time on the job will be billed accordingly. Total project cost shall not exceed $13,000. Invoicing and payments shall be made in accordance with Section 4 of the Agreement. SPECIAL INSPECTOR -INSPECTOR OF RECORD AND TESTING AGREEMENT BUTTE COUNTY BUILDING DIVISION Project Name/Address Southside Oroville Community Center Building, Permit No.: 0/47J3 2959 Lower Wyandotte Road, Oroville, CA AP 013-300-098 and 013-310-008, 024, 027, 036 and 037 BEFORE A PERMIT CAN BE ISSUED: The special inspector -inspector of record acting as the owner's agent, shall complete two (2) copies of this agreement and the attached structural tests and inspections schedule including the required acknowledgments. A pre -construction conference with the parties involved may be required to review the special inspection requirements and procedures. APPROVAL OF SPECIAL INSPECTORS -INSPECTORS OF RECORD: Each special inspector -inspector of record shall be approved by the Building Department prior to performing any duties. Each special inspector -inspector of record shall submit his/her qualifications to the building department 'and is subject to a personal interview for pre -qualification. Special inspectors -inspectors of record shall display approved identification, as stipulated by the Building Department, when performing the function of a special inspector. Special inspection and testing shall meet the minimum requirements of U.B.C. Section 306. The following conditions are also applicable: A. Duties and Responsibilities of the Special Inspector -Inspector of Record 1. Observe work (a) The special inspector -inspector of record shall act as the owner's agent, and shall observe the work for conformance with all applicable provisions of the U.B.C., U.P.C. and N.E.C. (b) The special inspector -inspector of record shall observe the work for conformance with the Building Department approved (stamped) design drawings and specifications and applicable workmanship provisions of the U.B.C. Architect/engineer-reviewed shop drawings and/or placing drawings may be used only as an aid to inspection. Special inspections are to be performed on a continuous basis, meaning that the special inspector -inspector of record is on site in the general area at all times observing the work requiring special inspection. Periodic inspection, if any, must have prior approval by the Building Department and the project engineer or architect. 2. Report nonconforming items The special inspector -inspector of record shall bring nonconforming items to the immediate attention of the contractor and note all such items in the daily.report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the special inspector -inspector of record shall immediately notify the project manager and Building Department by telephone or in person, notify the engineer or architect, and post a discrepancy notice. 3. Furnish daily reports On request, each special inspector -inspector of record shall complete and sign both the special inspection record and the daily report form for each day's inspections to remain at the job site with the contractor for review by the building department's inspector. 4. Furnish weekly reports The special inspector -inspector of record or inspection agency shall furnish weekly reports of tests and inspections directly to the building department, project engineer or architect, and others as designated. These reports must include the following: (a) Description of daily inspections and tests made with applicable locations; (b) Listing of all nonconforming items; (c) .Report on how nonconforming items were resolved or unresolved as applicable; and (d) Itemized changes authorized by the architect, engineer and building department if not included in nonconformance items. 5. Furnish final report The special inspector -inspector of record or inspection agency shall submit a final signed report to the building department stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) Shall be specifically itemized in this report. 6. Retain inspection records The inspector of record is responsible for. retaining at the job site all inspection records and providing these records for review by the Building Department's inspector upon request. B. Contractor Responsibilities 1. Notify the special inspector -inspector of record The contractor is responsible for notifying the special inspector -inspector of record or agency regarding individual inspections for items listed on the attached schedule and as noted on the building department approved plan. Adequate notice shall be provided so the special inspector -inspector of record has time to become familiar with the project. The contractor is responsible for providing the special inspector -inspector of record access to approved plans at the job site. C. Building Department Responsibilities 1. Approve special inspection The Building Department shall approve all special inspectors -inspectors of record and special inspection requirements. 2. Monitor inspections and record keeping The Building Department shall approve deviations to code requirements or issues requiring code interpretation. The Building Department shall monitor the inspection records to ensure reporting requirements are satisfactory: 3. Issue Certificate of Occupancy The Building Department may issue a Certificate of Occupancy after all special inspection reports and the final report have been submitted and accepted. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions f hi ement a d to represent the County of Butte as their deputy. Owner: Contractor County of Butte By: Trent Construction By Inspector of Record or Inspection Agency: Applied Testing Consultants Inc. By Special Inspector: Applied Testing Consultants, Inc. By )ate: 1 ;PARTMENT Date: ? Q� EXHIBIT "A SCOPE OF WORK INSPECTION AND TESTING SERVICES SOUTHSIDE ORO VILLE COMMUNITY CENTER J>� APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Butte County General Services DATE: 6/6/01 Attn: Mike Pyeatt Administration Center 13UTI E COUNTY 25 County Center Drive ADMINISTRATION Oroville, CA 95965 PROPOSAL FOR: South Side Community Center J U N 0 0 2001 Gentlemen: OROVM.LA CALEOMA The following proposal is provided for special inspection services and materials testing during construction of the above-mentioned project. We are submitting to you estimated prices for the services described below. These prices are derived from information obtained from the project documents, past projects of this size and limited information from the general contractor. Actual time on the job will be billed accordingly. Earthwork Provide compaction testing and observation per ASTM 1557 for trench backfill, and parking lot substrate. Perform laboratory moisture/density compaction curves per ASTM specifications. 1 of 2 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Qty Rate Total ASTM 1557 Moisture/Density Curve 4 $ 150.00 $ 600.00 Field Investigation, Sample Soil 2 $ 48.00 $ 96.00 Nuclear Density Testing - Parking Lot 12 $ 48.00 $ 576.00 Nuclear Density Testing - Monitor Bldg. Pad 28 $ 48.00 $' 1,344.00 Total for Earthwork $ 2,616.00 Concrete Provide continuous inspection during concrete placement, to include: foundation excavations; reinforcing steel and slump tests; monitoring placement operations and consolidation; preparing compression test samples; pick up of samples in the field; and testing concrete compression samples in the laboratory. Qty Rate Total Special Inspection - Concrete Placement, Slab 32 $ 48.00 $ 1,536.00 Special Inspection - Concrete Placement, Footing 8 $ 48.00 $ 384.00 Special Inspection - Reinforcing Steel 12 $ 48.00 $ 576.00 Compression Testing - Concrete Cylinders 24 $ 20.00 $ 480.00 Spare Samples - Cured Not Broken 8 $ 15.00 $ 120.00 Pick Up Samples In Field 8 $ 48.00 $ 384.00 Total for Concrete $ 3,480.00 Masonry Provide continuous special inspection for CMU placement, reinforcing steel, grouting operations, mortar sampling, laboratory testing of all components, and testing masonry prisms as needed. Qty Rate Total Special Inspection - Masonry 40 $ 48.00 $ 1,920.00 Compression Testing - Grout 3 $ 20.00 $ 60.00 Compression Testing - Mortar 9 $ 20.00 $ 180.00 Compression Testing - Concrete Masonry Unit Samples 3 $ 38.00 $ 114.00 Pick up Samples in Field ' 6 $ 48:0"0 $ { 288.00 Total for Masonry ST .; $ 2,562.00 1 of 2 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 -TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Welding Qty Rate Total Shop Welding Inspection 16 $ 48.00 $ . 768.00 (5 Trips) Field Welding Inspection 8 $ 48.00 ,$ 384.00 (8 Trips) Total for Welding $ 1,152.00 High Strength Bolting Verify tensioning of A325 high strength bolts using a calibrated dial indicator torque wrench and a Skidmore - Wilhelm load cell. Qty Rate Total High Strength Bolting Inspection, 12 $ 48.00 $ 576.00 Total for High Strength Bolting $ 576.00 Building Code Inspections Inspect Plumbing, Electric, HVAC, etc... for Butte County to verify that the work in progress is in accordance with 1997 Uniform Building Code and applicable standards. Qty Rate Total Code Inspections 48 $ 48.00 $ 2,304.00 Total for Code Inspections $ 2,304.00 Total Proposal $ 12,690.00 The estimated costs shown above include all reporting and supervision. Due to the close proximity of our laboratory there will be no charge for mileage or travel time to and from the Chico jobsite. We will guarantee to have staff personnel on the job at the requested time when notified within 24 -hours in advance. Because of our location, we will make our best effort to respond to inspection requests with less than 24 -hours notice. Please call if you have questions regarding services described above. Brad For he Vice -President Applied Testing Consultants Authorizing Signature Butte County General Services 2 of 2 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 li►:I;ii: X17: INSURANCE REQUIREMENTS FOR COUNTY CONTRACTS INSURANCE Contractor shall maintain for the duration of this contract the following insurance coverages, limits of coverage, and other insurance requirements. A. MINIMUM LIMITS OF INSURANCE Contractor shall maintain the insurance coverages and limits of coverage as described below: 1. General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If a general aggregate limit is used, then either the general aggregate limit shall apply separately to this agreement, or the general aggregate limit shall be twice the required occurrence limit. Coverage shall be at least as broad as Insurance Services Office Commercial General Liability coverage ("occurrence" form CG0001). 2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. Coverage shall be at least as broad as Insurance Services Office Business Auto Coverage form number CA 0001 0187 covering Automobile Liability, code 1 "Any Auto". 3. Workers' Compensation and Employers Liability Workers' Compensation and Employers Liability coverage as required by the Labor Code of the State of California. 4. Professional Liability: (For professional services contracts only). This insurance coverage is required only when the County is contracting for the services of an accountant, attorney, physician, architect or similarly trained professionals. Professional Liability Insurance covering professional services shall be in an amount of at least $1,000,000 per occurrence. If coverage is written on a claims made basis, Contractor agrees to purchase an extended reporting provision for at least two years. B. DEDUCTIBLES AND SELF-INSURED RETENTIONS Any deductibles or self-insured retentions must be declared to and approved by the County. At the option of the County, either the insurer shall reduce or eliminate such deductibles or self- insured retention as respects the County, its officers, officials, employees and volunteers, or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claims administration and defense expenses. C. OTHER INSURANCE PROVISIONS The following policies shall contain, or be endorsed to contain the following provisions: 1. General Liability and Automobile Liability Coverages a. The County, its officers, officials, employees and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor, including products and completed operations of the Contractor; premises owned, occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed by Contractor The coverage shall contain no special limitations on the scope of protection afforded to the County, its officers, officials, employees or volunteers. b. The Contractor's insurance coverage shall be primary insurance as respects the County, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the County, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the County, its officers, officials, employees or volunteers. d. The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 2. All Insurance Policies Every insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, reduced in coverage or policy limits, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the County. D. ACCEPTABILITY OF INSURERS Insurance is to be placed with insurers who are licensed to sell insurance in the State of California and who possess a "Best's" rating of no less than A -:VII E. VERIFICATION OF COVERAGE Contractor shall furnish the County with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by the insurer to bind coverage on it's behalf. All certificates and endorsements are to be received and approved by the County before work under the contract is begun. The County reserves the right to require complete, certified copies of all required insurance policies, at any time. F. SUBCONTRACTORS Contractors shall include all subcontractors as insureds under its policies or require all subcontractors to be insured under their own policies and to furnish County separate certificates and endorsements. All coverages for subcontractors shall be subject to all requirements stated herein. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541ERR NO. (Rev. 12;96) ` APPLICATION AND PERMIT 4A-�g�a ASSESSOR PARCEL NUMBER 013-310-037 ZONING BUILDING PERMIT OWNER SOUTHSIDE OROVILLE COMMUNITY CENTER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2959 LOWER WYANDOTTE OROVILLE CA 95966 CONTRACTOR'S NAME WIMUS FIRE CONTROL TELEPHONE 241-2465 CONTRACTORS MAILINGADDRESS 1703 SONOMAST. REDDING CA 96001 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5800.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 52 65 BUILDING ADDRESS 2959 LOWER WYANDIME OROVILLE CA 95966 Energy Plan Checking Fee $ $ - PERMIT FEE S153.65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMITFlin g Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL SPECIFY Each Trap J 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: fI$0qR%S HOOD FIRE SUPPRESSION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600OR LESSA Main Service p OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is iiMfull fo ce and effect. �/ %q 79? License Class c..- Lic. No. flims- s DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' om ensati��o !! insurance carrier and policy number are: Carrier C L 1, —i�A /t s a Policy Number EA / 5? / /xL (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. Z-7%- OZ Ignature of Applicant - Owner ❑ Contractorjegent An OSHA permit is required for excavation ss ooVe'r-5V'deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 NEW CONST. DWEW EE NG OCCUCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5¢FT; NOµREOSIDT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OURET CSI R. 20 @ 1.1OWNER-BUILDER Ex. Occup. GurLETOR FIXTURES SAL @ .so FIXED LITRESID.OEA. 5.00 Ex. Occup. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ EXEMPT f p. FEES IMP FLOOD CDF PARCEL PD HD SU This permit is hereby issued under of the Butte Co un Code and/or in at a fo which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 3 7 Date ®�/ 3/7 Date ReceiptNo. C --M 0 TEXEMPT WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w,._ 4 �. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION d ` r 7 County t, ltter Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET , OWNER`�C;3 �'QI SOR PARCEL NUMBER 3 / O D Proposed Building Use: Counter Technician: Q:�2 Date: Items required in order to appl for a permit. All bvxe� T,-kle a ked OR marked NA in order to apply. ..Q ❑ L' plans,. 3 or 4 sets, signed by the preparer of the plans. � ❑ 2. Complete plans, 3 or 4 sets, signed by the" preparer of the plans. ❑ 3. Engineered plans,'3 or. 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. bate Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... '+ ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form fi11ed`but by the owner ............. :::............... :..... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attachedSchedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non-h_eated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑• 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 26. Contact Land Development about El Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:..:........................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... / ❑ 26. Letter of Signature authorization .......................... Q ....................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........................................................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $_ / 31. Other:41 _ -en issued Telephone - and hold for pickup. i� I have been infor hhnitems and requirements for obtaining a building permit. Ap icant: D te: ^��-�� l 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: - -Yellow: Building Division Plan Check Letter _Date: _Date: Date: Date_ COUNTY OF BUTTE - DEP'ARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oro; ille, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ?/ � - ASSESSOR PARCEL*UMBER v _ _ _ _ ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1,8772 X 1.6C 30 035.00 . OWNERS MAILING ADDRESS CONTRACTOR'S NAME MCONTRAC TELEPHONE RS MAILING ADDRESS 71C)-T.TPqT STADIUM IN SACTO, CA 95 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 30 035.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 291.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 189.15 BUILDING ADDRESS LOWER WYANDOTTE AVE. OROVILLE CA 9596 Energy Pian Checking Fee $ $ PERMIT FEE $ 5.15 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMIERCIAL SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping . 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other C)( Describe Work: FIRE SPRINKLERS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS G W 920.00 PERMIT FEE i ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo" oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect.P p�7 l'iG License Class (/p LIC. NO. J / 1 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( e ACC. Bins. SO 3.50Fr: 1pµgalp MULTI.OUTI ET 97,50 OWER APPARATUS d SINGLE OUTLET CS R. Ex. OCCU OUTLET OR FIXTURES Bq0 @ 0 1.00 Ex. Occup.,OUTIEE' R ID.cE'. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier S rkre- 0-(>/b1 ;d MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ —Policy Number % (.,� -3i�, 46, (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith complywith ose provisions. X �� Date 'l(�'d Signatur of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee ` $ Energyon occTYPE spec TOTAL FEE $ EXEMPT HAZ D FEES IMP FLOOD CDF PARCEL pp HD ITSS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Dat io PER EXPIRES ON f �Z eta Receipt No. FXFMPT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J COUNTY OF BUTTE - DEPAPITMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r PERM NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARC I.WUMBER ZONING -:30o- OFOla 3/0-6wrl a6 3 BUILDING PERMIT OWNER 'TELEPH " 9 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS X14 30 a 35, 0 a CONTRACTOR'S ® &V . _ NE GT�/ CONTRACTOR'S MAILING ADDRESS . CONSTRUCTION LENDER Fireplace 3 60 3 e- 06 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ , ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ / BUILDING ADDRESS Energy Plan Checking Fee $ $ q / PERMIT FEE $ LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: \, �C�2— _ _J1�{ j�/!� P �fL_ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 60.voaLss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and.will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Main Service PDA TO IDDDA 46.00 NEW CONST. DWEWNG OCCUP. SG OR ADONS. a ACC. BLDS. 3.5¢FT: NON -LW REBID. 1. MULTI OUTLET 97,50 POWER APPARATUS A SINGLE OUTLET CIR .00 DR EX. Occup. OUTLET OR FUREs aAL a .50 ED Ex. Occu . oU,sPP D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile Home Installation Fee S Energy Inspection Fee b occ CONST. TYPE TOTAL FEE $ 10 HAZ. D FEES IMP I ;ODD CDF PARCEL Po HD IssUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date tDate) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 10/10/2001 13:27 . 9166410775 MARQUEE FIRE PAGE 01 1 FIRE PROTECTION Affidavit for Persons Authorized to Sign October 10, 2001 City of Oroville 1735 Montgomery Street Oroville, CA 95965 JOB: SOUTHSIDE OROVILLE COMMUNITY CENTER 710 wWw-!ntern sa t, CA 9M F w w: (916) 641.7997 (767) 642 nM Fax: (916) 641.6fli o ego; v Bay Area; Pure: (925)1914744 Fax: (92516914742 C"Kt -LION.. G 47M CA 111 w Clifford Trend is authorized to sign for permits & plans for the above referenced job. Respectfully, MARQUEE FIRE PROTECTION a California corporation Donna Awtrey President bA/bmj cc: Job file 10/10/2001 13:27 9166410775 MARQUEE FIRE PAGE 02 ACORD- CERTIFICA'' =" OF LIABILITY INSUP-.NCFmRoup E �� UCER Noack and Dean D 1 10/01/01 THIS CERTIFICATE 18 ISSUED AS A (RATTER OF INFORMATION Division Of InterW88 t Ina Sery ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 2 S 518 8 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Sacramdnto CA 95865-5188 Phone:916-488-3100 Pax:916-488-3492 INSURERS AFFORDIN43 COVERAGE INSURED INSURER A: State Camp Ins Fund CA INSURER B: Marquee Fire Prote tfon Doaaa A.rt Pros INSURER • Gent 710 West gtlaium Lane PERSONAL A AOV INJURY f C: INSURER D: Sacramento CA 95834 INSURER E: GENERALAOGREG&ATE S THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TWE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERN OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIK THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICES. AGGREGATE LIMITS SHOWN MAV HAVE BEEN REDIX:ED BY PAID CLAIMS. TYPE OFIMSURANCE POLICY NUMBER 9nAEy=MM LIMITS OENERALL.L4MUTV EACNOCCURRENCE S COMMERCIAL GENERAL LIABILITY CLAIMS MADE F-1 OCCUR FIRE DAMAGE (Any oM SMI S MED E w (AAy GIS pmw) f PERSONAL A AOV INJURY f GENERALAOGREG&ATE S OEN1. AGGREGATE LIMIT APPLIES PER POLICY d�T LOC PRODUCTS-COMP/OP A= S AUTOMOBILE LIABILITY ANYAUTO (f0MlINED vaiderK) SINGLE LIMIT S ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY ( p—) s HIRED AUTO$ NON.OwHED AUTOS BODILY INJURY)S (Per scadendenq PROPERTY OAMAGE S (Per wddenl} GARAGE LUBItnti AUTO ONLY - EA ACCIDENT f ANY AUTO EA ACC S oTHERTHAN AUTO ONLY: AGO f lXCR-SS LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE f AGGREGATE $ 3 DEDUCTIBLE s RETENTION I f A tMOR1IfR I COMPENSATION AND eA�toreRs uABlrry 163686S-01 06/19/01 06/19/02 Y r 1 ITS ER ELEACNACCIDENT $1000000 EiDISEASE -EAEMPLOYEE $1000000 E.L. DISEASE - POLICY L,W S 1000000 OTHER DESCRIPTION OF OPIAATION&LOGATIONSNEHICLESI XCLUSIONS ADD® BY ENDORSEMENTJB►ECIAL PROVISIONS •10 DAY NOTICE OF CANCELLATION FOR NON-PATMMT OF PREINTflbl. R8: ALL CITY OF OROVILLB OPERATIONS. OR017 3 5 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TWE ExPIRATt01 DATE THEREOF. THE MUINO INSURER WILL ENDEAVOR TO MAIL tU DAYS WRITTEN City Of Bldg./Code/Fire Oroville NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT, BUT FAILURE TO 0090 SMALL 1735 Montgomery Preventioa IMPOSE NOOBUGAMNORUAORMOFANY MIND UPON THE INSURER. ITS AGENTS OR 1735 Montg00tery St. Oroville CA 95965 NEPR[SENTATWES. Qw Wet Chemical Installation, Operation, Inspection, Maintenance and Recharge Manual MODELS: WMR -125 w [DR -260 Wi DR -400S- WHDR-400L W DR -600 P/N 87-122000-001, Change - February 1997 UL300 Listed and Tested U.L. EX -3559 AD -10 Nozzle Summary Duct Wet Chemical Instruction Manual Table AD -1. Nozzle Summary 50" (165.1 cm) 15.91" (39 cm) Unlimited. ADP 11 Plenum °10' (3.0 m) 4' (1.2 m) "V" Bank or Single ADP/1 Four -Burner Range 28 X 28 (71 x 71) 20 to 42 (52 to107) within 9 (23) rad. of mid point. R I 1 Flat Cooking Surface - Griddle 42 X 30 (107 x.76) 13 to 48(33 to122) 3 (7.6y -Offset ;ADP / 1 _-- Single Vat Deep Fat Fryer (Drip Boards 1 to 6 [2.5 tol8]) 18 X 18 (46 x 46) 27 to 45 (69 tol 14) 45° to 90° FI2 Single Vat Deep Fat Fryer (Drip Boards< 1" [2.51) 24 x 24 (61 x 61) 27.5 (70).to 46" (117)"within penmeter Split Vat Deep Fat Fryer 14 x 15 (36 x 38) 27 (69) to 45 (117) 45° to 90° F/2 Split Vat Deep FatFryer(Low Proximity) 14 05 (36 x 38) 16 (41)to27 (69).' withinpeiimeter'.'• ADPl1- Woks 14 to 28 (36 to 71) Dia. within 2 (5) 3 to 8 (8 to 20) Deep 35 to 56 (89 to 142) of mid point. GRW / 1 Upright Broilers (Salamanders) 30.25 X 34(77-x 86):.- top.4 (10) of broiler. comp -ADP/1 Closed Top Chain Broilers 28 X 29 (71 x 74) See 3-12 See 3-12 ADP / 1 OpenTop Chain Broilers 28 X 29 (.�1 x 74) . ' See 312 y :. See_3 12,•2 Noales ADP Pumice Rock (Lava, Ceramic) Charbroiler 22 X 23 (56 x 58) 24 (61) to 48 (122) 45° to 90°; 2 Layers of rock F/2 Natural/Mesquite Charcoal Charbroiler 24 'X'24 (61 x.61). 24 (61) to 48 (122) 45° to 907; ADP/1 6-(16) Charcoal depth _ .. Electric Charbroiler (Open Grid) 24 X 21 (61 x 53) 24 (61) to 48 (122) 45° to 90° GRW / 1 Gas Radiant Charbroiler 24 X21 (61 x 53) 24 (61) to 48 (122) 45° to 90° GRW 11 Mesquite Charbroiler (Chips, Wood, Logs) 30 X 24 (76 x 61) 24 (61) to 48 (122) 45° to 90°; 10 (25) Fuel depth DM/3 NaturallMesquite Charcoal Charbroiler 30 X 24 (76 x 61) 24.(61) to 48 (122) 450 to 909.-,. 10..(25) Fuel depth DMI 3 . Tilt Skillet and Braising Pan 24 x 24 (61 x 61) 27.5 in (70 cm) to 46 in (117 cm) within perimeter F/2 ADP (Appliance -Duct -Plenum) 87-120011-001 1 F -(Fryer),:. 8.1-.120012-001.. 2 GRW (Gas Radiant -Wok) 87-120013-001 1 R (Range) . 87-120014-001 1 DM (Mesquite) 87-120015-001 3 Wet Chemical lnsbuctlon Manual 3-23 Designing for Pipe Size and Type Within the Bounds of Piping Limitations Piping and Fittings KIDDE systems do not require balanced piping to achieve proper distribution of wet chemical to all nozzles. Balanced piping is not necessary because a liquid has no difficulty in turning corners or changing directions. KIDDE nozzles come equipped with permanent predetermined orifices. This means that the liquid will be delivered in the exact quantities necessary to the duct, plenum and appliance hazards as required. All pipe shall be schedule 40 (standard weight) black steel. Pipe may be chrome plated. Galvanized pipe shall not be used. All pipe and fittings must be made tight without pipe dope or thread sealant. Pipe fittings shall be standard weight steel, cast iron. malleable iron or ductile iron. Galvanized fittings shall not be used. Branch line connection and individual nozzle connections may be made by using either the outlet or the run of a tee. GENERAL RULES Stainless Steel Tubing and Fittings Stainless steel tubing may be used on all KIDDE sys- tems. Fittings may be stainless steel compression or stainless steel flare types. Bending of tubing using man- drels is permissible. - Pipe Sizing Pipe sizes are determined by the total number of flow numbers running through a particular piece of pipe. This is r, the flow demand fo(that portion of the system. NOTE: It is not permissible to drop pipe diameters below the required value. For example, using 1/20 (1.3 cm) pipe to flow 18 flow numbers is not permissible. However, increasing pipe diameter is acceptable- (i.e., using 1° (2.5 cm) pipe to flow 18 flow numbers) providing the system complies with intemal pipe volume limitations. Table 3-5. Flaw Number Range and Pipe Type Flow Number Range Minimum Pipe Size .035 wall Stainless Steel Tubing Size 1 - 2 1/4° (.6 cm) 318° (1.0 cm 1 -8 3/8° 1.0 cm N/A 1 - 12 1/2° (1.3 cm) 51810.6 cm) 13 - 24 3/4° (1.9 cm) 7/8° (2.2 cm) 25 - 48 in (2.5 cm) 1- (2.5 cm) • A maximum of 100 equivalent feet (30.5 m) (but not more than 40 (122 m) linear feet) of 1/4° (.6 cm) pipe may be used for each branch line. • The highest point of the system shall riot exceed 12 feet (3.7 m) above the cylinder outlet.. • The vertical rise of a branch line above the supply line shall not exceed a maximum of 4 feet (1.2 m). • Maximum discharge pipe volume limitations shall not be exceeded. • Maximum equivalent length limitations shall not be exceeded. • Maximum flow points for a given pipe shall not be exceeded. • There are to be no low points or °traps' present in discharge piping. 3-24 Discharge Line Volume Limitations Discharge Line Volume Limitations There is a discharge line volume limitation in KIDDE systems. Discharge line volume is the total volume of all pipe, tubing, and fittings used in single or multiple cylinder systems. Table 3-6. Piping Discharge Line Volume Size Piping Discharge Line Volume 1/4" 1.25 cu. in. per linear foot (.6 cm) (67.2 cu. cm. per linear meter) 3/8" 2.29 cu. in. per linear foot 1.Ocm 123.1 cu. cm. per linear meter 1/2" 3.65 cu. in. per linear foot (1.3cm) (196.2 cu. cm. per linear meter) 3/4" 6.40 cu. in. per linear foot (1:9 cm) (344.1 cu. cm. per linear meter) 1.1 10.37 cu. in. per linear foot 2.5 cm 557.5 cu. cm. per linear meter ® Example Wet Chemical Instruction Manual To measure discharge line volume, it is necessary to measure all pipe length from the center of one fitting to the center of the next fitting and multiply by the volume -per -foot factor given in Tables 3-6 and 3-7. Table 3-7. Tubing Discharge Line Volume Si a Tubing Discharge Line Volume 3/8" 0.88 cu. in. perJne�foot (1.0 cm) (47.3 cu. c .per linear meter) 5/8" 0 cu. i n. per linear foot (1.6 cm) 05 . cu. cm. per linear meter) 7/8" f-,"6.11 cu. in. er linear foot 2.2 cm / 328.5 cu. cm - r linear meter V. 8.15 cu. in. per line. foot (2. 5 (438.2 cu. cm. per liner meter) 4- 10'-0" (3.0 m) 'I �- 6" 2'-0" (6 cm) Total Discharge Pipe Volume Max. Per Cylinder D(1.32m) Max. Allowable 3/8" Pipe Vol. per System WHDR-125 (4.7 Q (1.9 cm) 51 cu. in. (836 cum. cm.)' 72 cu. in. (1180 cu. cm.) (.5 m) 139 cu. in. (2278 cu. cm. )' 99 cu. in. (1622 cu. cm.)' 95 cu. in. (1557 cu. cm.) WHDR-600 (1.9 cm) 282 cu. in. (4621 cu. -cm.)' (22.7L) WHDR-600 (22.7 Q 400 cu. in. per cylinder (6555 cu. cm.) 282 cu. in. (4621 cu. cm.)' �4,-0" -o a -- 10,_0. _ � o- 4._0,. 3'-0"� a- T -O" (1.2 m) (3.0 m) (1.2 m) (.9 m) (.9 m) 16' of 3/4" pipe X 6.40 cu. in./ft. = 102.4 cu. in. 23-1/2' of 1/2" pipe X 3.65 cu. in./ft. = 85.8 cu. in. TOTAL OF SHOWN PARTS = 188.2 cu. in. Figure 3-45. 22.7 L System Since this example falls within the limitations given in Table 3-8, this system would be acceptable. Table 3-8. Maximum Allowable 3/8" Pipe Volume Cylinder Size Total Discharge Pipe Volume Max. Per Cylinder Total Discharge Tubing Max. Per Cylinder Max. Allowable 3/8" Pipe Vol. per System WHDR-125 (4.7 Q 72 cu. in. (1180 cu.crnX 51 cu. in. (836 cum. cm.)' 72 cu. in. (1180 cu. cm.) WHDR-260 (9.5 Q 139 cu. in. (2278 cu. cm. )' 99 cu. in. (1622 cu. cm.)' 95 cu. in. (1557 cu. cm.) iWHDR-400 (15 L) 400 cu. in. per cylinder.(6555 cu. cm) 282 cu. in. (4621 cu. -cm.)' 95 cu. in. (1557 cu. cm.) _ WHDR-600 (22.7 Q 400 cu. in. per cylinder (6555 cu. cm.) 282 cu. in. (4621 cu. cm.)' 95 cu. in. (1557 cu. cm.) 'Cannot Manifold NOTE: The maximum allowable 3/8" (1.0 cm) pipe volume is not in addition to the total discharge line volume, but represents a portion of the total volume which may be dedicated to 3/8" (1.0 cm) pipe alone. 2-1 Cylinders Cylinders KIDDE systems have available five different cylinder sizes: WHDR-125 [1.25 gallon (4.7L)] , WHDR-260 [2.6 gallon (9.5L)], WHDR-400L [4 gallon (15 L)], WHDR-400S [4 gallon short (15L)] and WHDR-600 [6 gallon (22.7L)]. Wet Chemical Instruction Manual Each cylinder is pressurized with nitrogen or air to 175 psig (1205 kPa), at 70'F (210C). Note: It is recommended that cylinders be stored upright. f 4 Gallon 6 Gallon 4`Gallon_ (15L) (22.7L) Short (15L) Figure 24: Cylinder Table 2-1. Cylinder Specification 2.6 Gallon (9.5L) u 1.25 Gallon (4.7L) Charged Height to Center Overall Overall Height With Overall Height Cylinder Part Weight Diameter of Discharge Port Height Mech, Elec or Tandem With Pressure Op Size No. Lbs Inches Inches Inches Control Head Control Head Inches Inches WHDR-125 87-120001-001 28.5 7-5/8 14 15-318 21 16-3/4 1.25 Gallon 4.7L __ 12.9 Kgs (19.4 cm) (35.6 cm) _ 39 cm _ _ 53.3 cm ' (42.5 cm) WHDR-260 87-120002-001 53 9 19-518 21 26-518 22-318 2.6 Gallon (9.5�)_ 24 K 23 cm 49.8 cm 53.5 cm 67.6 cm 61.3 cm WHDR-400S 87-120003-001 80 12 17-5/8 19 24-518 20.318 4�Gallllo15L)_ ' t 36.3 K s 30.5 cm 44.8 cm 48.3 cm 62.5 cm 51.7 cm WHDR-400L 87-120004-001 8B 9 33-314 35-1/8 40-314 36.112 4 Gallon (15� _ _ 40 Kgs) 23 cm) (85.7 cm) 89.2 cm 103.5 cm 92.7 cm WHDR-600 87.120005.001 110 10 33-7/8 35-1/4 40-718 36-5/8 6 Gallon (22.7L) 1 1 (50 Kgs) 1. (25.4 cm) (86 cm) (89.5 cxn) (104 cm) (93 cm) Wet Chemical Instrdetion Manual 2-8. KRS-50 Control Box I1.50 4(31 cm� KRS-50 Control Box DETECTION CABLE — (Not Supplied) BOX COVER TUBING ELBOW FITTING(Part _ of Valve Body Subassembly) 0 cm) LEVER (Part of Valve Body Subassembly) VALVE BODY _ SUBASSEMBLY SPRING BOX with COVER CABLE TENSIdN BLOCK ASSEMBLY GROMMET %" OD (.6 cm) COPPER TUBING (Not Supplied) CO2 CARTRIIDGE MECHANICAL GAS VALVE CABLE Figure 2-10. KRS-50 Control Box, P/N 87-120010-001 The KRS-50 Control Box (shown in Figure 2-10) is composed of a CO2 cartridge, spring mechanism and a discharge lever which discharges the CO2 cartridge when: (a) a fusible link actuates in any detector or (b) the Remote Manual Control is operated. The valve, with the CO2 cartridge, is connected to a Pressure Operated Actuator mounted on the system cylinder by 1/4" (.6 cm) O.D. copper tubing using compression or flare fittings. (The tubing is standard, commercially available tubing and is not supplied with the system.) When the CO2 cartridge discharges, the CO2 gas pressurizes the 1/4" (.6 cm) O.D. tubing to the Pneumatic Control Head(s), located on the system Cylinder Valve, and actuates the cylinder(s). The KRS-50 Control Box can operate a maximum of five cylinders, regardless of size. A Pressure Operated Actuator (87-100012-001) is required on each system cylinder, one is supplied with the KRS-50 Control Box. One 1/2" (1.3 cm) Liquid Seal Adapter, 3/8" (1.0 cm) Liquid Seal Adapter and one vent plug is supplied with each KRS-50 Control Box. The KRS-50 Control Box can be mounted in any orientation. Refer to Installation Section of this manual for installation limitations N 2-9 Pressure Operated Actuator Pressure Operated Actuator The Pressure Operated Actuator is used only with the KRS- 50 Control Box. It contains a piston that is driven down by the CO2 pressure when the KRS-50 Control Box is activated. The piston will remain in the "discharged"position as long as CO2 pressure is maintained. Pressure can be relieved from the Pressure Operated Actuator by depressing the schradder Wet Chemical Instruction Manual valve on the top of the Pressure Operated Actuator. This must be done prior to removing the Pressure Operated Actuator from the cylinder valve. A maximum of 5 Pressure Operated Actuators can be used with a single KRS-50 Control Box. CONNECT with %" (.6 cm) O.D. TUBING TO KRS-50 CONTROL BOX b EOPERATED HEAD R VALVE Figure 2-11. Pressure Operated Actuator, P/N 87-100012-001 2-12 Thermostats and KRS-50 Detector 'rhermostats Thermostats are electric heat detectors. Thermostats are equipped with resettable, normally open contacts which close when a predetermined temperature is reached. Thermostats are constructed to compensate for rate of temperature rise. If the temperature rise is great enough, the detector contacts will close at a temperature somewhat below the set point. LOW EXPANSION CONTACT BRAZE -SEALED STRUTS POINTS HEAD BRAZE- El ELECTRICAL END LEADS ADJUSTING 1 SCREWS EXPANDING ELECTRICAL GLASS BEADS OUTER SHELL INSULATION HERMETIC SEAL Figure 2-17. Thermostat Thermostats are available in several set points as follows: PIN Set Point Max. Exposure Temperature 27021-140 140°F (60°C) 80°F (27°C) 27021-190 190°F (88°C) 100°F (38°C) 27021-225 225°F (107°C) 125°F (52°C) 27021-325 325°F (163°C) 225°F (107°C) 27021-450 450°F (232°C) 350°F (177°C) 27021-600 600°F (316°C) 500°F (260°C) L KRS-50 Detector The KRS-50 detector consists of a plated steel bracket 11-3/4" (29.8 cm) long, 2 cable crimps and 2 "S"Hooks to connect the fusible link to the detection system cable. This detector is only used with the KRS-50 Control Box. This detector can be used with either a fusible link (P/N 87-120060-001) or quartzoid bulb. 11-314" 1/2" EMT 112" EMT CONNECTORLOCKNUT LOCKNUT f CONNECTOR (Not Supplied) 4.,_-3., "S" HOOKS (Not Supplied) MIN. Ill 6" CABLE TO ra _ 1116" CABLE TO ANOTHER DTECTOR ACTUATING DEVICE CRIMP TYPE FUSIBLE CRIMP TYPE OR REMOTE MANUAL CABLE CONNECTOR LINK CABLE CONNECTOR CONTROL Figure 2-18. Detector, P/N 60-120061-001 Wet Chemical Instru- ion Manual 2-14 Remote Manual Controls for KRS-50 Control Box There are two types of Surfaced Mounted Remote Manual Controls available for use with the KRS-50 Control Box, End - of -Line (Figure 2-20) and In -Line (Figure 2-21). Each is used as a means to actuate the system manually from a remote location. This is accomplished by removing the pull pin, releasing the tension in the detection cable, allowing the Control Box to activate the cylinder. If an End -of -Line Remote Manual Control is not applicable, it can be converted to an In -Line Remote Manual Control by using an In -Line Kit. Refer to the installation section of this manual. An In -Line Kit uses a Tee Pulley and Comer Pulley Bearing (see Figure 2-21) to modify the End -of -Line Remota Manual Control. Refer to the installation section of this manual for installation limitations. NOTE: These Remote Manual.Controls are only for use with the KRS-50 Control BOC. These Remote Manual Controls cannot be used with the Mechanical or Electric Control Head. 112" (1.3 cm) EMT CONNECTORS OUTLET BOX COVER SCREWS COVER 1116" CABLE �ADDE Fire Systems CLAMP BLOCK REMOTE CONTROL LEAD SEAL & BLOCK IN CASE OF FIRE PULL# PIN �- PULL PIN "U" BRACKET CHAIN Ir Figure 2-20. Surface Mounted End -of -Line Remote Manual Control, 87-120052-001 1116" (.2 cm) CABLE TO DETECTORS 1112110.3 cm) EMTR3WAY EMT CONDUIT 112" (1.3 cm) EMT CONNECTORS k1,EY BOX 2" 0.3 cm) EMT OUTLET BOXONDUIT 118" (.3 cm) ROLL PIN COVER ® ; -% 1196" CABLE rM" &'- REMOTE MANUAL CORNER PULLEY BEARING LG CONTROL LEAD SEAL 8 BLOCK I Wt.. IBARER PULLEY PULL PIN �' , BRACKET Figure 2-21. Surface Mounted Remote Manual Control In -Line Configuration In -Line Kit, 87-120053-001 INSTALLATION AND 13ULLETIN MAINTENANCE INSTRUCTIONS 216-585 2 -WAY REMOTELY TRIPPED CLOSED CABLE RELEASE GAS VALVE 112, 314, 1, 1 114, 1 1/2, 2, 2112 AND 3" NPT NORMALLY CLOSED OPERATION FormNo.V6175 DESCRIPTION MAINTENANCE Bulletin 216-585 is a 2 -way, normally closed, remotely tripped closedWARNING: Torn off line pressure to valve before Inspection, cleaning table release gas valve. Valves are of aluminum construction. 1f" or repairs. It Is not necessary to remove valve from line. OPERATION (See CABLE CONNECTION) Normally Closed: Valve is in closed position, opens when cable is set. It remains open until cable is tripped, closing the valve. valve will open when cable is reset. INSTALLATION Check nameplate for correct catalog number, pressure, maXIM11P operating pressure differential and safe working pressure. TEMPERATURE LIMITATIONS Maximum ambient and fluid temperature is 120"F. For higher ambient and fluid temperature limitations, consult factory. POSITIONING_ Vale maybe mounted in any position. ysu PIPING Connect piping to valve accordingio markings on valve body. Apply pipe compound sparingly to male pipe threads only; if applied to,fi@Vc J threads, it may enter valve and cause operational difficulty. Pipe strain should be avoided by proper suppgrt and alignment of piping. When lightening pipe, do not use valve as a lever. Wrenches applied to valve body or piping are to be located as close as possible to connection point. CAUTION: To avoid damageto the valve body, DO NOT OVER - TIGHTEN PIPE CONNECTIONS. If TEFLON* tape, spray or similar lubricant is used, use extra care due to reduced friction. IMPORTANT: For the protection of the valve, install a strainer or filter suitable for the service involved in the Inlet side as dose to the valve as possible. Periodic cleaning Is required, depending on service conditions. See Bulletins 8606, 8601 and 8602 for strainers. CABLE CONNECTION When cable connection is made, be sure there is no binding or kinking of the cable that would prevent the valve from tripping closed. IMPORTANT: Be sure that the load developed by the attachment mechanism at the valve stem does not exceed the valve dosing spring force when tripped. (Sit Table, Figure 2.) •DuPont's registered trademark for itsTFE-fluorocarbon resin CLEANING A periodic cleaning of all valves is desirable. 1'he time between deanings will vary depending on medium and service conditions. in general, sluggish valve operation or excessive leakage will indicate that cleaning is required. Clean valve strainer or filter when cleaning valve. PREVENTIVE_ MAINTENANCE 1. Keep medium flowing through valve as free from dirt and foreign material as possible. 2. While in service, periodically operate valve to inVre proper opening and closing. t IMPROPER OPERATION L Incorrect Pressure: Check valve pressure. Pressure to valve must be within range specified on nameplate. 2:, -Excessive leakage During Periodic Inspections: Disassemble valve and clean valve disc and seat with a lint -free cloth. Refer to "Valve Disassembly and Reassembly." VALVE DISASSEMBLY AND REASSEMBLY (Cleaning — Refer to Figure 1.) Depressurize valve before hltemal parts inspection and cleaning. 1. Valve should be in the released, tripped closed position with cable released from main source if necessary. 2. Remove valve bonnet screws and tilt bonnet to expose valve disc. Clean valve disc and seat with a lint -free cloth. Inspect seat in valve for nicks or damage that would cause seat leakage. On 1/2 and 3/4" sizes, lubricate valve disc with DOW CORNING® I 11 compound or an equivalent high-grade silicone grease. On all sizes, lubricate body gasket with the same lubricant. 3. Reassemble in reverse order of disassembly paying careful attention to exploded view provided for identification and placement of parts. 4. Replace bonnet screws, tightening them in a crisscross manner. For 1/2 and 3/4" NPT, torque bonnet screws 1110 t 10 inch -pounds (12,4 t ),I newton meters). For 1, 1-1/4, 1-1/2 and 2' NPT valves, torque bonnet screws 144 3 15 inch -pounds 116.3 t 1.7 newton meters}. For 2-1/2 and 3" NPT valves, torque bonnet screws 250 t 25 inch -pounds 128,3 t 2,8 newton meters). VALVE REPLACEMENT ordering Information for Valve Replacement When Ordering a Replacement Valve, Specify Valve Catalog Number. C.�v,,t�t},��LL Co. AS CO Valves Form No. V6175 PRINTED IN U.S.A. 7080 �'�[]� `w tt h CFLORHAMPAyR..K.NEW �J,ER.S�E,�Y.`0r7932. DIMENSIONS Catalog NPT A �— B C 0 E F (Max.1 G H Closing Spring Force _Number _ 216585.1 3/4 3 5/16 1 21/32 3 3/4 _ 4 _ 4 13/16 3/16 ---- 1 9/64 -- 2 11;32 8 LBS. 216.585-2 -- t — 5 2 3/8 5 19/32 5 27/32 7 5/32 17132 2 11/16 5 3/8 10 LBS. 1 216.685-3 1 1/4 216.5864 1 1 /2 5 21/32 5 51/64 216685.5 I 2 6 3/32 2 13!16 6 6 1/4 7 3/4 39/64 3 5!32 6 5/16 216-585-6 2 1/2 -- 116.565-7 3 216-585-8 I 1/2 7 51/6413 29/32 7 3/8 3 9/16 7 5/8 9 67/84 28/32 4 1/8 17 61/64 8 LBS. 7 25/32 2 3/4 3 57/64 1 3/8 3 13/16 4 3/8 3/16 1 9/64 2 11/32 NOTE:tF MAX- IS FULL OPEN POSITION ! OF VALVE. DO NOT EXCEED, AS DISTORTION OF INTERNAL PARTS CAN RESULT. F MAX. SEE � NOTE D C I 1 �8 sltn�s112i�ses O dRtOifiQIIC SA1Rh C8. lie, All e1GMS H6cEevee , I i ' O dRtOifiQIIC SA1Rh C8. lie, All e1GMS H6cEevee , ` r Wilgus Fire Control, Inc. FIRE EXTINGUISHING EQUIPMENT SALES & SERVICE Phone: (530) 241-2465 1703 Sonoma St. CONT. LIC. Steve Townzen Redding, CA 96001 462979 Mobile 524-1136IL ' Wet Chemical Installation, Operation, Inspection, Maintenance and Recharge Manual MODELS: WMR -125 WF DR -260 WfIDR�400S WfIDR-4001: y WfIDR-600 P/N 87-122000-001, Change - February 1997 UL300 Listed and Tested U.L. EX -3559 110 A®a10 Nozzle Summary F■rrr� Wet Chemical Instruction Manual Table AD -1. Nozzle Summary 50" (165.1 cm) 15.91" (39 cm) Unlimited. ADP 11 Plenum -lu• (s.0 ml g t r.c mi v odfIa V1 NaturallMesquite Charcpal:Charbroiler 24 X'24 (61 x.61) 24 (61) to 48 (122) 45° to 90°; ght Single ADP 11 Four-Bumer Range 28 X 28 (71 x 71) 20 to 42 (52 to107) within 9 (23) rad. GRW f 1 Gas Radiant Charbroiler 24 X 21 (61 x 53) 24 (61) to 48 (122) 45° to:90° of mid point. R11 Flat Cooking Surface'- Griddle 42 X 30 (107 x 76) 13 to 48 (33 to122) 3 (7.6):Offset :ADP;71.;; ; .. Single Vat Deep Fat Fryer (Drip Boards 1 to 6 [2.5 tol8]) 18 X 18 (46 x 46) 27 to 45 (69 tol14) 45° to 90° Fl2 Single Vat Deep Fai,Fryer .(Drip.Boards < 1" [2.51) 24 x 24 (61 x 61) 27.5 (70).to 46" (117 -) - .w"ithin=perimeter D.M.13 . Split Vat Deep Fat Fryer 14 x 15 (36 x 38) 27 (69) to 45 (117) 45° to 90° F12 Split Vat.DeeP Fat Fryer(Low Proximity) 14 x 15 (36 x 3B) 16 (41) to 27(69).: withinperimeter ADP11 . Woks 14 to 28 (36 to 71) Dia. within 2 (5) GRW (Gas Radiant -Wok) 87-120013-001 1 3 to 8 (8 to 20) Deep 35 to 56 (89 to 142) of mid point. GRW 11 Upright Broilers (Salamanders) 30.25 X 34;(77. x 86):: DM (Mesquite) top 4.(10) of broiler.comp Y ADP11 Closed Top Chain Broilers 28 X 29 (71 x 74) See 3-12 See 3-12 ADP / 1 Open,Toph Gham Broilers • _:.:. '.:..: ..'.: '•::'' .:.. ' 28.X;29,: 71:'.x 74 ;: 8:.:-:,_ ;�; See.312 .:::::;:.'•> :$ee 3=12;,2.Nozzles :ADP, :1 ea: Pumice Rock (Lava. Ceramic) Charbroiler 22 X 23 (56 x 58) 24 (61) to 48 (122) 45° to 90°; 2 Layers of rock F12 NaturallMesquite Charcpal:Charbroiler 24 X'24 (61 x.61) 24 (61) to 48 (122) 45° to 90°; ADP11: 6 (16) Charcoal depth Electric Charbroiler (Open Grid) 24 X 21 (61 x 53) 24 (61) to 48 (122) 45' to 90° GRW f 1 Gas Radiant Charbroiler 24 X 21 (61 x 53) 24 (61) to 48 (122) 45° to:90° GRW 11 .: Mesquite Charbroiler (Chips, Wood, Logs) 30 X 24 (76 x 61) 24 (61) to 48 (122) 45° to 90°; 10 (25) Fuel depth DM/3 Natural/Mesquite Charcoal Charbroiler 30 X 24 (76 x 61) 24 (61) to 48 (122) 45° to 90°.; � 1.0;,(25); Fue[:depth.: D.M.13 . Tilt Skillet and Braising Pan 24 x 24 (61 x 61) 27.5 in (70 cm) to 46 in (117 cm) withinperimeter F12 Part Identificatio No. ADP (Appliance -Duct -Plenum) 87-120011-001 1 F (Fryer). ... "87-120012-001 2 GRW (Gas Radiant -Wok) 87-120013-001 1 R (Range) 87-120014-001 1 DM (Mesquite) 87-120015-001 3 C7 Wet Chemical Instruction Manual 3-23 Designing for Pipe Size and Type Within the Bounds of Piping Limitations Piping and Fittings KIDDE systems do not require balanced piping to achieve proper distribution of wet chemical to all nozzles. Balanced piping is not necessary because a liquid has no difficulty in turning comers or changing directions. KIDDE nozzles come equipped with permanent predetermined orifices. This means that the liquid .will be delivered in the exact quantities necessary to the duct, plenum and appliance hazards as required. All pipe shall be schedule 40 (standard weight) black steel. Pipe may be chrome plated. Galvanized pipe shall not be used. All pipe and fittings must be made tight without pipe dope or thread sealant. Pipe fittings shall be standard weight steel, cast iron. malleable iron or ductile iron. Galvanized fittings shall not be used. Branch line connection and individual nozzle connections may be made by using either the outlet or the run of a tee. GENERAL RULES Stainless Steel Tubing and Fittings Stainless steel tubing may be used on all KIDDE sys- tems. Fittings may be stainless steel compression or stainless steel flare types. Bending of tubing using man- drels Is permissible. Pipe Sizing Pipe sizes are determined by the total number of flow numbers running through a particular piece of pipe. This is the flow demand for, (that portion of the system. NOTE: It is not permissible to drop pipe diameters below the required value. For example, using 1/2' (1.3 cm) pipe to flow 18 flow numbers is not permissible. However, increasing pipe diameter is acceptable (i.e., using 1' (2.5 cm) pipe to flow 18 flow numbers) providing the system complies with internal pipe volume limitations. Table 3.5- Flow Number Range and Pipe Type Flow Number Range Minimum Pipe Size .035 wall Stainless Steel Tubing Size 1 - 2 1/4' (A Cm) 3/8' (1.0 cm 1 - 8 3/8' 1.0 cm) N/A 1 - 12 1/2' (1.3 cm) 5/8' (1.6 Cm) 13 - 24 3/4' (1.9 cm) 7/8' (2.2 cm) 25 - 48 1' (2.5 cm) 1' (2.5 cm) • A maximum of 100 equivalent feet (30.5 m) (but not more than 40 (122 m) linear feet) of 1/4' (.6 cm) pipe may be used for each branch line. • The highest point of the system shall riot exceed 12 feet (3.7 m) above the cylinder outlet.. • The vertical rise of a branch line above the supply line shall not exceed a maximum of 4 feet (1.2 m). • Maximum discharge pipe volume limitations shall not be exceeded. Maximum equivalent length limitations shall not be exceeded. • Maximum flow points for a given pipe shall not be exceeded. • There are to be no low points or °traps' present in discharge piping. 3-24 Discharge Line Volume Limitations Discharge Line Volume Limitations There is a discharge line volume limitation in KIDDE systems. Discharge line volume is the total volume of all pipe, tubing, and fittings used in single or multiple cylinder systems. Table 3-6. Piping Discharge Line Volume Size Piping Discharge Line Volume 1/4" 1.25 cu. in. per linear foot (.6 cm) (67.2 cu. cm. per linear meter) 3/8" 2.29 cu. in. per linear foot 1.Ocm 123.1 cu. cm. per linear meter 1/2" 3.65 cu. in. per linear foot (1.3cm) (196.2 cu. cm. per linear meter) 3/4" 6.40 cu. in. per linear foot (1:9 cm) (344.1 cu. cm. per linear meter) 1" 10.37 cu. in. per linear foot 2.5 cm 557.5 cu. cm. per linear meter E Example Wet Chemical Instruction Manual To measure discharge line volume, it is necessary to measure all pipe length from the center of one fitting to the center of the next fitting and multiply by the volume -per -foot factor given in Tables 3-6 and 3-7. Table 3-7. Tubing Discharge Line Volume S' a Tubing Discharge Line Volume 3/8" 0.88 cu. in. per linear foot (1.0 cm) (47.3 cu. c�r linear meter) 5/8" 0 cu in. per linear foot (1.6 cm) J.5 cu. cm. per linear meter) 7/8" X6.11 cu. i er linear foot 2.2 cm 328.5 cu: cm. r linear meter 1" / 8.15 cu. in. per line foot (2.� ) (438.2 cu. cm. per lineAr meter) a---- 10'-0" (3.0 m) 16" Yz'U U I i .3 cm) T- V-6" (.5 m) 3'-W3'-0 (.9 m), �(.9 m)� 16' of 3/4" pipe X 6.40 cu. in./ft. = 102.4 cu. in. 23-1/2' of 1/2" pipe X 3.65 cu. in./ft. = 85.8 cu. in. TOTAL OF SHOWN PARTS = 188.2 cu. in. Figure 3-45. 22.7 L System Since this example falls within the limitations given in Table 3-8, this system would be acceptable. Table 3-8. Maximum Allowable 3/8" Pipe Volume Cylinder Size (1.9 cm) Total Discharge Tubing Max. Per Cylinder Max. Allowable 3/8" Pipe Vol. per System WHDR-125 (4.7 L) 72 cu. in. (1180 cu.cm.)' 51 cu. in. (836 cum. cm.)' 72 cu. in. (1180 cu. cm.) WHDR 260 (9.5 l) WHDR-600 (1.9 cm) 99 cu. in. (1622 cu. cm.)" 95 cu. in. (1557 cu. cm.) (22.7L) 400 cu. in.. per. cylinder (6555 cu._cmj-):.,,__ -_282.cu. in. (4621 cu. cm.)' 4'-0" 10'-01, -� o- 4'-0" -Po--- 0.2 m) (3.0 m) (1.2 m) Yz'U U I i .3 cm) T- V-6" (.5 m) 3'-W3'-0 (.9 m), �(.9 m)� 16' of 3/4" pipe X 6.40 cu. in./ft. = 102.4 cu. in. 23-1/2' of 1/2" pipe X 3.65 cu. in./ft. = 85.8 cu. in. TOTAL OF SHOWN PARTS = 188.2 cu. in. Figure 3-45. 22.7 L System Since this example falls within the limitations given in Table 3-8, this system would be acceptable. Table 3-8. Maximum Allowable 3/8" Pipe Volume Cylinder Size Total Discharge Pipe Volume Max. Per Cylinder Total Discharge Tubing Max. Per Cylinder Max. Allowable 3/8" Pipe Vol. per System WHDR-125 (4.7 L) 72 cu. in. (1180 cu.cm.)' 51 cu. in. (836 cum. cm.)' 72 cu. in. (1180 cu. cm.) WHDR 260 (9.5 l) 139 cu. in. (2278 cu. cm. )' 99 cu. in. (1622 cu. cm.)" 95 cu. in. (1557 cu. cm.) WH013-400 (15 Q 400 cu. in.. per. cylinder (6555 cu._cmj-):.,,__ -_282.cu. in. (4621 cu. cm.)' 95 cu. in. (1557,cu5cm.). WHDR-600 (22.7 Q 400 cu. in. per cylinder (6555 cu. cm.) 282 cu. in. (4621 cu. cm.)' 95 cu. in. (1557 cu. cm.) 'Cannot Manifold NOTE: The maximum allowable 3/8" (1.0 cm) pipe volume is not in addition to the total discharge line volume, but represents a portion of the total volume which may be dedicated to 3/8" (1.0 cm) pipe alone. e-11. 2-1 Cylinders Cylinders KIDDE systems have available five different cylinder sizes: WHDR-125 [1.25 gallon (4.7L)] , WHDR-260 [2.6 gallon (9.5L)1, WHDR-4001- 14 gallon (15 L)], WHDR-400S [4 gallon short (15L)] and WHDR-600 [6 gallon (22.7L)]. Wet Chemical Instruction Manual Each cylinder is pressurized with nitrogen'or air to 175 psig (1205 kPa), at 701F (21'C). Mote: It is recommended that cylinders be stored upright. i I 4 Gallon (15L) 6 Gallon (22.7L) Figure 2-1. Cylinder Table 2-1. Cylinder Specification 2.6 Gallon (9.5L) 1.25 Gallon (4.7L) Charged Height to Center Overall Overall Height With Overall Height Cylinder Part Weight Diameter of Discharge Port Height Mech, Elec or Tandem With Pressure Op Size No. Lbs Inches Inches Inches Control Head Control Head Inches Inches WHDR-125 87.120001-001 28.5 7-5/8 14 15-318 21 16-314 1.25 Gallon 4.71- 12.9 Kgs 19.4 cm X35.6 cm _ 39 cm (53.3 cm) (42.5 cm) WHDR-260 _! 87-120002-001 53 9 19-5/8 21 26-518 22-318 2.6 Gallon (9.5LL ____ 24 Kgs 23 49.8 do 53.5 cm 67.6 cm (61.3 cm) WHDR400Sta 87-120003-001 80 12 17.518 19 24-5/8 20-3/8 4 Gallon-- 36.3 K 30.5 cm 44.8 cm 48.3 cm 62.5 cm 51.7 can WHDR-400L 87-120004-001 88 9 33-314 35-1/8 40-314 36-1/2 4 Gallon (i5L) AO K s 23 CTL (85.7 cm) 89.2 cm 103.5 cm 92.7 cm WHDR-600 87-120005.001 110 10 33-718 35.114 40.7/8 36.5/8 6 Gallon (22.7L) (50 Kgs) . (25.4 cm) (86 cm) (89.5 cm) (104 cm) (93 cm) Wet Cjtemical Instruction Manual 2-8. KRS-50 Control Box 11.50 4(3.8 cmH KRS-50 Control Box DETECTION CABLE (Not Supplied) 6.00 CABLE TENSICFN I (15.2 cm)I BLOCK ASSEMBLY BOX COVER O j II I X O 0- TUBING ELBOW I' FITTING(Part I Ij j GROMMET of Valve Body 0 0 l., — Subassembly) 1/4" OD (.6 cm) 0 _________ COPPER cm) TUBING O (Not Supplied) LEVER (Part c ( , of Valve Body Subassembly) n n n n n CO2 CARTRIIDGE VALVE BODY h SUBASSEMBLY R I� II \=�1 SPRING T \_ MECHANICAL GAS BOX with COVER VALVE CABLE Figure 2-10. KRS-50 Control Box, P/N.87-120010-001 The KRS-50 Control Box (shown in Figure 2-10) is composed of a CO2 cartridge, spring mechanism and a discharge lever which discharges the CO2 cartridge when: (a) a fusible link actuates in any detector or (b) the Remote Manual Control is operated. The valve, with the CO2 cartridge, is connected to a Pressure Operated Actuator mounted on the system cylinder by 1/4" (.6 cm) O.D. copper tubing using compression or flare fittings. (The tubing is standard, commercially available tubing and is not supplied with the system.) When the CO2 cartridge discharges, the CO2 gas pressurizes the 1/4" (.6 cm) O.D. tubing to the Pneumatic Control Head(s), located on the system Cylinder Valve, and actuates the cylinder(s). The KRS-50 Control Box can operate a maximum of five cylinders, regardless of size. A Pressure Operated Actuator (87-100012-001) is required on each system cylinder, one is supplied with the KRS-50 Control Box. One 1/2" (1.3 cm) Liquid Seal Adapter, 3/8" (1.0 cm) Liquid Seal Adapter and one vent plug is supplied with each KRS-50 Control Box. The KRS-50 Control Box can be mounted in any orientation. Refer to Installation Section of this manual for installation limitations Wet Chemical Instruction Manual 2-9 Pressure Operated Actuator Pressure Operated Actuator The Pressure Operated Actuator is used only with the KRS- valve on the top of the Pressure Operated Actuator. This must 50 Control Box. It contains a piston that is driven down by the be done prior to removing the Pressure Operated Actuator CO2 pressure when the KRS-50 Control Box is activated. The from the cylinder valve. A maximum of 5 Pressure Operated piston will remain in the "discharged"position as long as CO2 Actuators can be used with a single KRS-50 Control Box. pressure is maintained. Pressure can be relieved from the Pressure Operated Actuator by depressing the schradder 3 CONNECT with %" (.6 cm) O.D. TUBING TO KRS-50 CONTROL BOX 1 E OPERATED HEAD R VALVE Figure 2-11. Pressure Operated Actuator, P/N 87-100012-001 2-12 Thermostats and KRS-50 Detect®r 'rhermoslats Thermostats are electric heat detectors. Thermostats are equipped with resettable, normally open contacts which close when a predetermined temperature is reached. Thermostats are constructed to compensate for rate of temperature rise. If the temperature rise is great enough, the detector contacts will close at a temperature somewhat below the set point. LOW EXPANSION CONTACT BRAZE -SEALED STRUTS POINTS HEAD BRAZE - SEALED ELECTRICAL END LEADS ADJUSTING SCREWS EXPANDING ELECTRICAL GLASS BEADS OUTER SHELL INSULATION HERMETIC SEAL Figure 2-17. Thermostat Thermostats are available in several set points as follows: P/N Set Point, Max. Exposure Temperature 27021-140 140°F (60°C) 80°F (27°C) 27021-190 190°F (88-C) 100°F (38°C) 27021-225 225°F (107°C) 125°F (52°C) 27021-325 325°F (163°C) 225°F (107°C) 27021-450 450°F (232°C) 350°F (177°C) 27021-600 600°F (316°C) 500°F (260°C) S —: 50"� Detectb The KRS-50 detector consists of a plated steel bracket 11-3/4" (29.8 cm) long, 2 cable crimps and 2 "S"Hooks to connect the fusible link to the detection system cable. This detector is only used with the KRS-50 Control Box. This detector can be used with either a fusible link (P/N 87-120060-001) or quartzoid bulb. 11-314" - I 1/2" EMT CONNECTORLOCKNUT (Not Supplied) "S" HOOKS I®---3" MIN. 112" EMT LOCKNUT f CONNECTOR (Not Supplied) 1116" CABLE TOV �1 ACTUATING DEVICE CRIMP TYPE FUSIBLE CRIMP TYPE CABLE CONNECTOR LINK CABLE CONNECTOR Figure 2-18. Detector, P/N 60-120061-001 1116" CABLE TO ANOTHER DETECTOR OR REMOTE MANUAL CONTROL Wet Chemical Instrvs_ ion Manual 2-14 Remote Manual Controls for KRS-50 Control Box There are two types of Surfaced Mounted Remote Manual Controls available for use with the KRS-50 Control Box, End - of -Line (Figure 2-20) and In -Line (Figure 2-21). Each is used as a means to actuate the system manually from a remote location. This is accomplished by removing the pull pin, releasing the tension in the detection cable, allowing the Control Box to activate the cylinder. If an End -of -Line Remote Manual Control is not applicable, it can be converted to an In -Line Remote Manual Control by using an In -Line Kit. Refer to the installation section of this manual. An In -Line Kit uses a Tee Pulley and Comer Pulley Bearing (see Figure 2-21) to modify the End -of -Line Remotg Manual Control. Refer to the installation section of this manual for installation limitations. NOTE: These Remote Manual. Controls are only for use with the K:RS-50 Control BoC These Remote Manual Controls cannot be used with the Mechanical or Electric Control Head. 12" 0.3 cm) EMT CONNECTORS 1UTLET BOX ;OVER SCREWS :OVER I/16" CABLE IIUDDE Fire Systems CLAMP BLOCK REMOTE CONTROL LEAD SEAL & BLOCK IN CASE OF FIRE PULL# PIN PULL PIN "U" BRACKET CHAIN �— Figure 2-20. Surface Mounted End -of -Line Remote Manual Control, 87-120052-001 1116" (.2 cm) CABLE TO DETECTORS 112" (1.3 cm) EMTRk'3-WAY EMT CONDUIT EY BOX 112" (1.3 cm) EMT CONNECTORS 2" (1.3 cm) EMT OUTLET BOXONDUIT 118" (.3 cm) ROLL PIN COVER 1116" CABLE REMOTE MANUAL CORNER PULLEY BEARING CONTROL LEAD SEAL &BLOCK J�— BARER PULLEY PULL PINI I Hm. .ING BRACKET ! ® Figure 2-21. Surface Mounted Remote Manual Control In -Line Configuration In -Line Kit, 87-120053-001 ` INSTALLATION AND BULLETIN MAINTENANCE INSTRUCTIONS 216-565 2 -WAY REMOTELY TRIPPED CLOSED CABLE RELEASE GAS VALVE 112, 314, 1, 11/4, 1 112, 2, 2112 AND 3" NPT NORMALLY CLOSED OPERATION Form No. V6175 DESCRIPTION MAINTENANCE Bulletin 216-585 is a 2 -way, normally closed, remotely tripped closed WARNING: Tum off line pressure to valve before Inspection, cleaning _able release gas valve. Valves are of aluminum construction. or repairs. It is not necessary to remove vtdve from fine. ri cer,nur_ OPERATION (See CABLE CONNECTION) Normally Closed: Valve is in closed position, opens when cable is set. It remains open until cable is tripped, closing the valve. Valve will open when cable is resel. INSTALLATION Check nameplate for correct catalog number, pressure, maxirtlittk operating pressure differential and safe working pressure. TEMPERATURE LIMITATIONS_ Maximum ambient and fluid temperature is 120"F. For higher ambient and fluid temperature limitations, consull factory. POSITIONING Valve may be mounted in any Position— low. PIPING Connect piping to valve according In markings on valve body. Apply pipe compound sparingly to mate pipe threads only; if applied to vftive ;a threads, it may enter valve and cause operational difficulty. Pipe strain should be avoided by proper suppbri and alignment of piping. When tightening pipe, do not use valve as a lever. Wrenches applied to valve body or piping are to be located as close as possible to connection point. CAUTION: To avoid damage to the valve body. DO NOT OVER - TIGHTEN PIPE CONNECTIONS. If TEFLON' tape, spray or similar lubricant is used, use extra cure doe to reduced friction. IMPORTANT: For the protection of the valve, install a strainer or filter suitable for the service involved in the inlet side as dose to the valve as possible. Periodic cleaning Is required, depending on service conditions. See Bulletins 8W, 8601 and 8602 for strainers. CABLE CONNECTION When cable connection is made, be. sure there is no binding or kinking of the cable that would prevent the valve from tripping closed. IMPORTANT: Be sure that the load developed by the attachment mechanism at the valve stem dors not exceed the valve dosing spring force when tripped. (Sce Table, Figure 2.) •DuPont's registered trademark for its TF1 -fluorocarbon resin A periodic cleaning of all valves is desirable. The time between deanings will vary depending on medium and service conditions. In general, sluggish valve operation or excessive leakage will indicate that cleaning is required. Clean valve strainer or filter when cleaning valve. PREVENTIVE MAINTENANCE 1. Keep medium flowing through valve as free from dirt and foreign material as possible. 2. While in service, periodically operate valve to insure proper opening and closing. p IMPROPER OPERATION I. lacorrmt Pressure: Check valve pressure. Pressure to :'sive must be within range specified on nameplate. 2.=-Htteessfve Leakage Daring Periodic Inspections: Disassemble valve and dean valve disc and seat with a lint -free cloth. Refer to "Valk Disassembly and Reassembly." VALVE DISASSEMBLY AND REASSEMBLY (Cleaning — Reser to Figure 1.) Depressurize valve before internal parts Inspection and cleaning. 1. Valve should be in the released, tripped closed position with cable released from main source if necessary. 2. Remove valve bonnet screws and tilt bonnet to expose valve disc. Clean valve disc and seat with a lint -free cloth. Inspect seat in valve for nicks or damage that would cause seat leakage. On 1/2 and 3/4" sizes, lubricate valve disc with DOW CORNING" III compound or an equivalent high-grade silicone grease. On all sizes, lubricate body gasket with the same lubricant. 3. Reassemble in reverse order of disassembly paying careful attention to exploded view provided for identification and placement of pans. 4. Replace bonnet screws, tightening them in a crisscross manner. For 1/2 and 3/4" NPT, torque bonnet screws 110 t 10 inch -pounds 112,4 ± 1,1 newton meters]. For 1, 1-1/4, 1-1/2 and 2" NPT valves, torque bonnet screws 144 + 15 inch -pounds [16,3 ± 1.7 newton meters). For 2-1/2 and 3" NPT valves, torque bonnet screws 250 :t: 25 inch -pounds [28,3 t 2,8 newton meters). VALVE REPLACEMENT Ordering Information for Valve Replacement When Ordering a Replacement Valve, Specify Valve Catalog Number. ASCO Valves� Form No V6175 PRINTED IN U.S.A. 1980 AlatoTffdftSVfth Ca. FLORHAM PARK, NEW JER.S,.E,w.`e7932 Q AUt6n[imf: $VWCh CO'. Iti4 All MGMR Mra[nve0 DIMENSIONS Catalog Closing Spring NPT A B_ C D _ E F (Max.) G H Force _Number 216.585.1 3/4 3 5/16 _ 1 21/32 3 3/4 _ 4 4 13/16 3/16 1 9/64 2 11132 8 LBS. 216.585-2 ^ y 1 — 5 — 2 3/8 5 19/32 5 27/32 7 5/32 — 17/32 2 11/16 5 3/8 10 LBS. 1 218.685.3 1 1/4 216.5854 1 1 /2 5 21/32 — 5 51/64 — 216.585.5 2 6 3/32 2 13116 6 6 114 7 3/4 39/64 3 5/32 6 5/16 J 216-5858 2 1/2 7 51164 , 3 29/32 I �7 ti ___ 7 3/8 7 5/8 9 61/84 29/32 4 1/8 61/64 7>' 25/32 2.1.6.585.7. 3 216-585-8 112 2 3/4 �57/64 3 9/16 1 3 13/16 4 3/8 3116 1 9164 2 11/32 8 LBS. NOTE: "F MAX" IS FULL OPEN POSITION OF VALVE. DO NOT EXCEED, AS DISTORTION OF INTERNAL PARTS CAN RESULT. Bubedn 216-%S J H --I ©AlIi0RiQ1(t $ata:h CQ iva.auw�cwrs wE�wveo '11° ENGINEERED FIRE SYSTEMS, INC. Gle But 7C Oro Re: Dear Mr. Gibbons: P t6 I have reviewed the above referenced project and have the following comments: September 28, 2001 1. Provide sprinkler protection under all exterior overhangs exceeding 4 feet in width. 2. Add the additional earthquake bracing as noted on the piping plans. 3. Provide a system control valve. 4. Provide a flexible coupling within 2 feet of the base of the system riser: _ Plans and calculations have been returned APPROVED AS NOTED. If you have any questions about my plan review comments please do not hesitate to call me at (530) 274-9400. Sincerely, Plan Review ref. 7407-3.0 enc. 13457 Colfax Highway Grass Valley, CA 95945 jam, �' T 5) " () 0 email: info@efst.com www.efsl.com Tv Pyei*-77 ,� � iia-ytir�T (530) 274-9400 Fax (530) 274-9488