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HomeMy WebLinkAbout056-030-032032 1056-030-ORg'c,9-- PERMIT#95- 1 2 4 7 YOUTH WITH A MISSION !15850 Richardson Springs Rd., RS lNew Pool Deck.n•� i 6e030-03'PERMIT#97-1352 I SP TjGS OF LIVING WATER 0 1585 ichardson Springs Rd.,RS Complet Meeting & Assembly Hall ' 056-030-030 PERMIT#98-0112 SPRINGS OF LIV G WATER 15850 Richardson rings Rd., R Cont: Hughe's Fire rotect' Fire Sprinlers/ atform 7 056-030 03 PERMIT#98-081 SPRINGS LIVING WATER I 3 1585 ichardson Springs Rd., RS i E1 Ser Upgrade/Assembly Hall 1 i 056-03-0-030 99-0018 Pal SPRINGS OF LIVING WATER Chico 15850 Richard Springs Rd, �I (replace hvac) Williams Heat & AC 056-030-030 00-2445 SPRINGS OF LIVING WATER 15850 RICHARDSON SPRIN RD. CHICO CONTR: OWNER I /10.Q ADD 12 X12 CABIN 14 y.a7_0i j`056-030-032 02-0987 YOUTH WITH A N41SSION 1 15850 Richardson Springs Rd. New Electrical Service 5�'`O-L2 ®3, '"1: •1''mit.�.":�'-�'%`#�4r.�=;s.b:;,v`���'�`�'.������'�M.y�,,#y`�ii�';s*,�r}.,s`y��!e�*ti`�fq'v�P4:F.;,�idf,�. �'<S.4y:: ?l�R.a�..:�fo,-^�•ci'sard "r-:tl.3 -.--•:-�,:J`t�`$�s`�i:';L�'�::u'�r' ,. .� .,.� �"`'! p • � . � � � � 1� -,`spar r i R � 1 r y ' Y , � ti,i � - � -�, a* • � � � 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELO:'PMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 +��IIT o. (Rev. 12/96) APPLICATION AND PERMIT _, ASSESSOR PARCEL NUMBER �. ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OW 5 MAILING ADDRESS CONTRACTOR'S NAME r TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS _ I-, 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 $ $ S - •PARCEL PERMIT FEE S LOT NO. SUBDNISION'S NAME MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 0 Utilities ❑ Installation ❑ Other ❑ Describe Work: -' %% r i f`/� f,� �. t;/,C',r Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V R LES Main Service . 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATIONOUTLET 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 Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BIDS. SO 3.5¢FT: ==T- MULTI -OUTLET 97,50 APPARATUs a` SINGLE OUTLET CIS. (, OR FIXTURES �Occup. B20 O '.00 Ex. Occup. OF ED* RESID.OEa 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) PL 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 I should become subject to the. workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply witK'those provisions. j _ 4of X x .' [a% _ Date S Signature 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 $ OCC CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP D COF PARCEL PD HD UE This permit is hereby issfied under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By %� " 1 _'t -bate PERMIT EXPIRES ON De4 Receipt No. 3i ''': �� / "Tll " ""' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / - C) (_ 4V' ZONING BUILDINGPERMIT OWNE 7 Gvl ��/ r 0,- TELEPHONE SO. FT. OCC. BUILDING VALUATION . OW S MAILING ADD�W � '\ 0 CONTRACTOR'S NAME 0 W TELEPHONE CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS �— Total Valuation $ ARCHITECT OR ENGINEERLICENSE _- NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ . S PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY 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 IS. Ublities ❑ Installation ❑ Other ❑ Describe Work: 0V11JCW Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 -±L PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service p A OR LESS 23.00 1i�;, 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. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: :5 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. ❑ 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 permitis 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.) 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 I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com q wi ose provisions. X - _ Date `��+ °� Signature of Applicant - ❑ Owner ❑ Contractor =fad Agent An OSHA permit is required for excavationsover 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 WEE200A NEW CONST. DWELLING OCSUP. SO CC OR ( a ACC. Bins. 3.5¢Fr; CNS. T @a 7.50 N N.R SIOT BRANCHCIACUITS POWER APPARATUS a SINGLE OUTLET CIR. 1 Ex. Occup. OUTLET OR FIXTURES fiAL p .50 Ex. Occup. OFlxu RE.S D OFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE 2 TOTAL FEE $ 3 �H�AZ. I D. FEES 1 P ELOO CDF PARCEL PD HD UE 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. '%%_7-� By /V` Date PERMIT EXPIRES ONL11-7— D Receipt No. 6 �` WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. , Q:B.-1 OWNER -BUILDER, VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay • in processing and issuing your building permit. No building permit will be issued until this ' verification is received. 1. 4. I personally -plan to provide the major labor and materials for construction of thelproposed property improvement : YES X NO 0 I HAVE 0 HAVE NOT 0 signed an application for a building permit for the proposed work. I have contracted with the following`person (firm) to provide the proposed construction: NAME: .. . . ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, supervise, and provide the major work: NAME: ADDRESS: PHONE: but I have hired the following person to coordinate, CITY: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: cc// PROPERTYOWNER: IeV7 G✓lT� sWii%_� Z -0--Z SOCIAL SECURITY NUMBER: .DATE: ¢ -,2 3- C2 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. '. For your protection, you should be aware that as "owner -builder" you are the responsible party of recordon such a permit. Building permits are not required to be signed by property owners unless they are personally performing; their own work. If your work is being performed by someone other than yourself, you may protect yourself Brom possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they, apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should' be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. , ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including -state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, biic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.10 of die California Health and Safety Code: OVER Butte'County Building Department Re: Ed Sniadecki Youth Withfill fission Chico California April 23, 2002 Ed Sniadecki is the Facility Manager,of Youth, with A Mission / Springs of living water. As such he authorized to sign on our behalf for permits, licenses etc. If you have �� _questions, please let me know - T. Dale-1- president ale1- president 15850 Richardson Springs Rd. (hico, (A 95973 on. 53.0 89.3=6750 for 530 893-67.59 ron free 1-800 841-0739 emoii. info®ywa'mchico.com www:ywomchico.com l' d Hods W`d00 = E 966 l -60— l ' r NOTES �1, RESIDENTIAL PERMIT NO. - 056-030-030 00-2445 _ r SPRINGS OF LIVING WATER 115850 RICHARDSON SPRINGSRD. CHICO CONTR:OWNER f LADD 12 X 12 CABIN # 14 - J s QO— �Q2 Y`✓AC- cv� . b -v—' 'o ` Z -Z3 C3( ^ ,1 SPECIAL CONDITIONS �s '.' CHECKED BY SRA 1 FLOOD CERTIFICATE'REQ. r FIRE SPRINKLERS REQ.- _ SPECIAL INSPECTION ITEMS —VERIFY— USE ERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER v� p t I� +S �f I 1 h JOB FINALED i Signature 9 FA V = OK 0 = Not OK - = Not Applicable • " = Not Ready MOBILE HOMES ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 12. 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COV , CARPORTS GARAGES (Plans) OK except #'s , i . oning Requirements -Setbacks -Easements 3. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 f Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. • Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single = Not Ready Date U derfloor (Plans) OK except #'s I Zoning;Setbacks- Easements- Flood- Slope Main; Soils-Elec. Grnd.-/ /" Fig. Depth & Duplex) Date FRAMING (Continued) 46. ngers-Post Caps -Anchors -Connectors 7 Cling. Joist-Rffr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Garage fire Protection Framing 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 7. Slab, Steel -Wrapped 59. 8. Piers -Fireplace Ftg.-Steel Br a nterior/Exterior Wall Pastels 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 49 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Card B-1Date Card B-1 ' 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date -t%i Card B-1 ate Card B-1 Date Card B-1 V Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. E!K. Receptacles Spacing -Lights & Switches at Doors 42,4Aizfflloxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 44 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA ICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /FRAMING (Permit) OK except #'s Si Proper Materials & Anchors 1, IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 43. Dra top in Walls (rat proof) 44. A Stops, Furred Ceilings -Stairs -Chasers -Tubs CjAe Headers & Beams -Size & Bearing & Duplex) Date FRAMING (Continued) 46. ngers-Post Caps -Anchors -Connectors 7 Cling. Joist-Rffr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage fire Protection Framing 52. Pr arty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. P ywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 5 lazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Br a nterior/Exterior Wall Pastels 01 1 f&I 7/nfiltration-Walls-Windows ns ation-Walls-Ceilings 49 44 Date Card B-1Date Card B-1 ' Date Card B-1- -' Date Card B-1 Date FINAL (Plans) OK except #'s xt. ps-Door & Sidelight Protection -Landings 6 moke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66 rim Exiting F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Tri Subpanel, Breaker Sizes & Labels 6 irs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec utlets at Wood Panel, Int. & Ext. it. Fix Appliance; Ground -Air Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. F3eceptacles in Garage (F.F.I.)-Romex Protection 7 ul.aliert'�am-Looked in Attic 8 uard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insttd./Drive ] Yes ] No/Walks J Yes J No/Planters ] Yes J No 83. Stucco Brown -Finish . 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Abo oof, Plbg-Appliance-Fireplace-Clearance to Openings 86. WaWlNell, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation oughout House 89. Gla rotection orrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: aft UNTY OF BUTTti"`z-. ';- BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES _ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, `CA • (530).538-7541 ,.'. CORRECTION NOTICE 5plelll6f or / m'V 6 00-A54Y - • O�IIVNER PERMIT NO. - `= A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. -Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, Gor=need additional explanation, please contact this office immediately. G OT4 it `'" 'i" Date Inspector - REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 16f1+ IT NO. (Rev.12/96') APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 056-030-030 ZONING BUILDING PERMIT OWNER SPRINGS OF LIVING WATER TELEPHONE 893-6750 SO. FT. OCC. BUILDING VALUATION 144 R 7,776.00 OWNERS MAILING ADDRESS 15850 RICHARDSON SPRINGS RD. CHICO CONTRACTOR'S NAME OT�,INER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 7,776.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 64.35 BUILDING ADDRESS 15850 2TCHAIRD-SON SPRT Energy Plan Checking Fee 23.00 $ PERMIT FEE $ 206.35 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF OXDuplex ❑ Mobilehome ❑ Other SPECIFY 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 x Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD : 12X12 cabin ;14 u" Gas piping systeLn 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A 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.b License Class Lic. No. 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 Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( a ACC. BLAS. so 3.50Fr: ,N,IO pulp MULTI.OU CLET 97.50 PSINGLE OUTLEr COWER APPARATus IR. Ex. Occup. OUTLET OR PICTURES zo Q ,.00 SAL O .50 Ex. Occup. OurELE' A=ID.oERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) (L -en -1 that in the performance of the work for which this permit is issued, I shall not e ploy any person in any manner so as to become subject to workers' omp nsation laws of California, and agree that if I should become subject to the o rs' ompensation provisions of section 3700 of the Labor Code, I shall ort i ply with those provisions. \\ --`- )ALLY X Date r7� Signat a Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA per "t is require for excavations over 60" deep and demolition or construction of structures over in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 295.35 HAZ D P IMP X FLOOD ._ CD P CEL } Po HD ISSUE , This permit is here y issued under of the utte Cou Code and/or indi t o fo which fees have By PERMIT EXPIRES ON�0 I the applicable provisions Resolutions to do work been paid. Date I(Data)' Receipt No. 249.35 1 A WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDEN ROD -APPLICANT 1 11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive - Oro'ville, California 95965 - Telephone (530) 538-7541_ PERMIT No. lev.,2/y6) APPLICATION AND PERMIT 0 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT ' owNER,/ TEIFDIWNE6 %s� SO. FT. OCC. BUILDING VALUATION XTNNFA8 M /Ne �EB9 1 •f?d �5'y ' so . CONTRACTOR's NAME TELEPHONE ow CONTRACTORS MA%UNG ADDRESS CONSTRUCTION IENDER Fireplace LENDER'S KNUNG ADDRESS Total Valuation $ -7 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ t 20.00 Permit Fee S ARCNMCT OR ENOINEER'S MAILING ADDRESS , Plan CheckingFee $ rj BUILDINGADDRESs Energy Plan Checking Fee $ Q 0 S PERMIT FEE _ + LOT NO. SUBDIVISION'S NAME - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 ch Trap 7.00 USEOFSTRUCTURE Solar eat um water heater 23.00 SFX Duplex ❑ Mobilehome ❑ Other piping--, 15.00 SPEC"Water Each gas water hea vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outie 15.00 New ❑ Addition ❑ Remodel ❑` Utilities ❑ Installation Other ❑ Buildin sewer 15.00 _ 60 /❑ d Mobile Home IS I G I W @20. Describe Work: /A PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�owORUUSS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. 8 ACC. BIDS. 3.5¢so •NtW COWT. MULTI -OUTLET NON-RESIO. 7.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL 20 O 1.50 D APINS Ex. Occup. 01�RLETSR.'6.0")EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Q6 PERMIT FEE S <--- MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID $ �. ��� Heats SRA - $ !0 Cooling Hood 6.So SHERIFF $ Ventilation OTHER. $ $ PERMIT FES S Mobile Home Installation Fee $ $ Energy Inspection Fee $ ' `CC NST. PPE TOTAL FEE $ AMOUNT RECEIVED $ , HAZ. D. FEES IMP FLOOD I CDF pAR PO HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work g indicated above for which fees have been paid. *RECEIPT NUMBER J�DO�D E I_5__ * TO BE PUT INTO COMPUTER. By Date PERMIT EXPIRES ON (Dela) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: sz�%lhl ASSESSOR PARCEL NUMBER: Proposed B ilding Use: Building Inspector: G Date: At time of permit applicationj was d the following data must be submitted prior to permit processing and/or issuance: MOM Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ VL' -J' Complete plans04 sets, signed by the preparer of plans. ----------------------------------------------------- E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- S.. E ' eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ rnergy Design Compliance and supporting documentation. ---------------------------------------------------- S..tatement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ufactured Home data and installation instructions includingTie Down S ecificat' _ O P _ -- -------------- Fees of $ '¢ - t�- f-�3£3•---------- �'r` -- -- --------------- /.2 ��GY% Impact fees as shown on the attached schedule. ---------------------------------------- - - 1 . California Department of Forestry plan approval/fees.-n-__:�D ❑ 1t3l Flood elevation certificate.-------------IV------------------------------------------------------------ -- - > Sanitation and plot plan approval Health Department.`»--��A�---- Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: __________________________ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---- _----------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- *05. wner-Builder Verification (Given t o er ailedto owner ❑).______________________________________ tter of signature authorizatio � ----------------------------------------------------corded copy of Agricultural Yclknowledginent Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ther: en you issue the ernut, pt+o j ss as follows ❑Mail to owner, ❑Mail o c • ntr ctor. 11 Telephone (� G and hold for pickup at D�� ❑Deliver with inspector. Applicant: Date: 0 4 ' 6 —Con Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Po u 'oRi Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departm t, O r: Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additional items required: Contractor, designer,u was advised of the above required data b ❑ phoneAmail, ❑ Building Division counter, by Date: I ej., 17e, Contractor, designek,20D was advised of the above required data byj4phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan CabinetAA.P. folder. Note transfer by: Date:�� � Von.....n.,.,.. no....r«...e.,t,.cryo..ol....«.e..FC......:...... D..:1.1:_�T:_.]_]__ T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other _ Location Water Supply: 'ublic i,4� E.H. USE ONLY Plot Plan Attached V Floor Plan Attached Sant to B.D. S 6 d"ro-div AP# Private Well Hold final for: Final clearance 0. .for: , NOTE: S"eyzle e—e4n4ovw /Z Z ee ?� Environmental Health Specialist Date COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE • ' � .�/�/%�/z�/���/1/LTi%//�/��� i/ 1. BUILDING PERMIT FEES ' -- Balance Due ................ $ =- Additional Fees Due .........:.. $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... 2. SCHOOL DISTRICT FEES / �O (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ..... x $360.00 = $ Units Commercial (sq.ft.):.. x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. - Commercial (sq.ft.) . x =$ Sq.Ft. Amt. _A.�ECREATION DISTRICT FEES (paid at District Office) 6,t THERMALITO DRAINAGE DISTRICT FEES T510.00 (paid at Building Division) ' 7. SRA FIItE INSPECTIONI AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # )' ` $200.00 (paid at Building Division) 9 CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P.#01CrU '�lJ DATE RECEIPT # DATE REC 10. OTHER At time of permit ap cation, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chan &uring the plan checking process. APPLICANT�< DATE _ n Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may _ protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. Ind Copy - Applicant 3rd Copy - Owner (Rev. 2/97) October 17, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Springs of Living Water 15850 Richardson Springs Road Chico, CA. 95973 Cabin #14 Assessor Parcel Number: 056-030-030 Building Permit Number: 00-2445 0 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: The person that prepared the plans must sign the building plans and the site plans. The 2 x 8 floor joist @ 16" ox. exceed the maximum span allowed. Provide revised floor construction detail. 3L Define what the room addition will be used for (i.e. bedroom, living room, ?) Provide energy design compliance and supporting documentation. Plan review will continue upon'receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance.' PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. .Balance of Building Permit fees = $46.00. Complete and return the Butte County School Impact fee certification form. Sanitation and plot plan approval is required from the Butte County Environmental Health repartment. rovide a letter of signature authorization for your agent who signed the application. I'of 2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The," specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific, GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • , Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimmn 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. Provide certificates of conformance for all glu-lam beams. FILE CProvide approved spark arrester at all chimneys/type "A" flues. • Provide %"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail,. with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) tie ITE COUNTY Page 1 of 2 BUILDING.DEPARTMENtOwners Name: Harrison uilding Permit Number: 00-2445 Plans Examiner: Glenn Gibbons • Veneer per Ch. 14, U.B.C. • Exterior plaster —weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from -its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS, Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade.. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ® This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 30' from the side and 30' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 BUTTE ii E COUN 1 i Owners Name: Harrison uilding Permit Number: 00-2445 13UILDING DEPART MENY Plans Examiner: Glenn Gibbons APPROVED a310Hdd11 Hdd30 JNI0l1(18 iNno3 Runs a /(0 M6" � A 1 i : F E:— - 1 C3 ❑ CDXnOP 0.3 Uo o 33 0 CD CL fl m,om n -nom o -n CD 0' 0 cr -n5� m M.< I 4 .r CDF FIRE SAFE REQUIREMENTS 03 U.,A �- 6hTf_*,_O.. AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [jl 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be,provide for by the land owner. Driveway Standards f14 1273.02 _._. Surface,.. -_A-1 ,,,dr,iveway .surfaces .and structures - Abridges.,_... 1273.07 culverts and other appurteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 / Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [)Q 1273.0.5 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3- 13UTTE COUNTY BUILDING DEPMENff . APPQD c AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.0.0 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over. 300 feet in -length and shall be within 50 feet of the.building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. (�V 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where_,a one--wayroa-d- with- ,a---,sing-le---tr-a-f=f-i-c -lane----- provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from u1J property lines and/or the center of the road. [ ] 2. For parcels less than l acre, local jurisdiction shall provide for the same practical effect. -See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping,. burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction., road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi.-ial inspection of a building permit. Page 2 of 3 ow�E �� BUILDING DEPA M M APPVE' I �tl 00 AP # PERMIT-# NAME OtherReauirements If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ' If BuildingSetback-is Less, Than 15 Feet. Choose any.3 of the following:. - Metal or no doors on side toward -property line with insuffi- L ciefit setback - Class A or B roof with,enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property'? line with insufficient;setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Metal Other Butte County Fire Department approved materials Date ( (),- t -I-- - t)o Signature Page 3 of 3 BUTTE Wufm: LI ^DEPARTMENT BUILDI11W APPRO� ED' if Date ( (),- t -I-- - t)o Signature Page 3 of 3 BUTTE Wufm: LI ^DEPARTMENT BUILDI11W APPRO� ED' - i 12,_0„ MWMAv cq O - • s 2x 10 Joists 16" O/C y f \ y J R1 Atsins. typ. r . r 12'-0" 4:`:c"ac. .caam"�1C.:. �--•� �� , 3/4 T&G ply sub floor 2x 10 Joists 16" O/C ; Poney wall. . - • � 12'-3" � J -bolts 6 0% . 1. OL Continuous 8" x 12'r footing , 6" stem wall on footing BUTTE V®UWt BUILDING DEPS TRENT �. APP, r 2x -10 -floor, joists •� _ 2x6 L . h pony Y wall . - 611:' stem wall on footing Continuous .8',' x 12" footing 2 ' 1/2 " c onbtinuou sreb ar in footing y BUTTE COUNTY.., .., .. 'BUILDING DEPARTMEW A P P R'O VE D Page 3 ' 2 x 10 Ridge beam 3 tab composit roofing Roof Sheathing 1/2".OSB4',x 8' ' 151b felt over OSB . , t 2 x 4 stick framed rafters 16" o/c T span [ 2 x 6 ceiling joists 16" o/c 12' span .2 x 4 wall framing - 8' ceiling R11 insulation in walls . f •' ,. 'i.� �T1 1'1;exteriorwall finish • 1/2 " drywall �Brace.Panels nailed 8'HD R 19 insulation in floor and ceiling ', • ' 3/4" plywood subfloor' aiia;r�;ia::,y'Fi*�>PG_, '2X 8 Floor joists 16"o/c. r -'2- .x 6 studding on pont wall, ., ,;✓t`�i�ii„3<, , \,�iC � i rear.` � k r kr r\':I�: ytri�%,\)kY S 'i'I 4 9\:a,f• Sill sealer a bolt 1 t 6 o/c 1 from outside edge - .,��y.� �..;\`�:^'���`;r.`\e�r.��\ ..:^c\c,�ti.�.. ,` C. ,fC�:...se.�. ,_�'.''v.,..co`.•: r All materials#2 and better_ o I 'I. n.. IitJ I I c %OVUM I I BUILDING DEPARTMENT APPROb Eq. Page s: cale 1/4" = 1' 0 New 12'x 12' addition Living Room 24'-0' 12'-0" MIS Front elevation Existing house 22'2" x 12' Front elevation Existing house 22'2" x 12' BUTTE COUIM BUILDING DEP .. TIDE APPOV ED New 12'x 12' addition Living Room 22'-2" 12'-0" TABLE OE CONTENTS TOC Project Title........,. RICHARDSON SPRING RD. Date..12/12/00 12:40:34 Project Address........ RICHARDSON SPRING RD. ******* RICHARDSON SPRING, CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie d Checkf CheckDate Climate. Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5.v5.10 File-CLOWSER Wth-CTZ11S92 Program -TOC _.User#-MP1342- User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 TABLE OF CONTENTS Report Page FORM CF -1R................. 1 FORM MF -1R ................ 3 FORM C -2R ................. 6 HVAC SIZING ............... 9 9 BUTTE COUN` BUILDING DEPARTMEN APPRO�Eu CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Proiect Title.......... RICHARDSON SPRING RD.. Date..12/12/00 12:40:34 ******* Project Address........ RICHARDSON SPRING RD. RICHARDSON SPRING, CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Fie Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 144 sf Single Family Attached Addition Alone Front Facing 180 deg (S) 0.3 1 Raised Floor 33.3 t of floor area 0.72 Btu/hr-sf-F 0.7 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Rf'� Wood R-19 R-0 �R-19 0.051 `Floor Wood R-19 R-0 -R-19 0.037 EWall� Wood R-13 R-0 R 13 0.088 Door None R-0 R-0 R-0 0.330 FENESTRATION -Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (S) 8.0 0.720 0.700 Standard Standard Yes Window Back (N) 40.0 0.720 0.100 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested'Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.730 AFUE None R-n/a n/a n/a Setback NoCooling 10.00 SEER None R-n/a n/a n/a Setback E CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -IR Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 MICROPASS v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM CF -1R i User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed.to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Name.... Company. Company. Address. Address. Phone... 9'30 -0 Phone... License. Signed.. ��--' l?— 0-o Signed.. date AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR ROBERT MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA' 95969 530-877-8882 C/ (date) y, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 Project Address........ RICHARDSON SPRING RD. ******* RICHARDSON SPRING, CA *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated.into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design-- Enforce- * *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply .to exterior mass walls)./ *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. AA 118: Insulation specified or installed meets CEC quality / standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. "2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 ME -1R Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters,'showerheads and / faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 7 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. - 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / . hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed,'installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have -- either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). t MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title............ RICHARDSON SPRING RD. Date..12/12/00 12:40:34 MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM ME -1R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 LIGHTING MEASURES 150(k)l Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.! 150(k)2: Rooms with a shower or bathtub must either have at. least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the .room or one of the alternatives to this requirement, allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment .0 COMPUTER METHOD SUMMARY Page 6 C -2R ,Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 ProRI ******* �ect 'AAA ress........ CHARDSON SPRING RD. RICHARDSON SPRING, CA, *v5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate Zone. ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24.1077 MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 21.27 24.11 -2.84 Space Cooling.......... 28.72 25.22 3.50 Total 49.99 49.33 0.66 Zone Type HOUSE Residence *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number'of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 144 sf Single Family Attached Addition Alone Front Facing 180 deg (S) 0.3 1 ReducedYear Raised Floor 1 1152 cf 0 sf 33.3 a of floor area 0.72 Btu/hr-sf-F 0.7 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 144 1152 0.30 Yes Setback . 2.0 Standard No COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... RICHARDSON SPRING RD. nate--12/12/00 12.4n•za MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 Surface HOUSE - New 1 Roof 2 Floor 3 Wall 4 Wall 5 Wall 6 Door Orientation OPAQUE SURFACES Area U- Insul Act Solar (sf) value R-val Azm Tilt Gains Form 3 Reference 144 0.051 19 n/a 0 Yes R.19.2X8.16 144 0.037 19 n/a 0 No FC.19.2X8.16 68 0.088 13 180 90 Yes W.13.2X4..16 96 0.088 13 270 90 Yes W.13.2X4.16 56 0.088 13 0 90 Yes W.13.2X4.16 20 0.330 0 180 90 Yes None 6.6 1.0 , 0.0 n/a FENESTRATION SURFACES HOUSE - New 1 Window Front (S) 2 Window Back (N) Location/ Comments Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC, 8.0 0.720 0.700 180 90 Standard/0.76 Standard/0.68 40.0 0.720 0.700 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.730 AFUE None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER None R-n/a n/a n/a 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS Window— Overhang Left Fin Right Fin— Area ' Left Rght Surface (sf) Wdth Hgth Dpth Hght.Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1.Window 8.0 2.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 40.0,6.0 6.6 1.0 , 0.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.730 AFUE None R-n/a n/a n/a 1.000 NoCooling 10.00 SEER None R-n/a n/a n/a 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS COMPUTER METHOD SUMMARY'. Page 8 C -2R A Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 REMARKS . JWAC S I Z ING Page 9 HVAC ,a Project Title.......... RICHARDSON SPRING RD. Date..12/12/00 12:40:34 Project Address........ RICHARDSON SPRING RD. ******* RICHARDSON SPRING, CA *x5.10* Documentation Author... ROBERT MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check Date Climate'Zone. ........ 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-CLOWSER Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-CLOWSER TITLE 24 1077 GENERAL INFORMATION Floor Area .................. 144 sf Volume.. .. 1152.cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ PARADISE Latitude... .. ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range. ... .. ...... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 1550 806 Glazing Conduction .............. 1382 726 Glazing Solar........., n/a 552 Infiltration .............. .. .. 655 198 Internal Gain .................... n/a 495 Ducts ............................ 0 0 Sensible Load .................... 3588 2776 Latent Load............. ......... n/a 555 Minimum Total Load 3588 3331 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety mar(3in, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 9 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: e2(rJrS 0 it) tdr, i�zoBuilding Permit Number: 00 ,Fy y:Z Plans Examiner: Glenn Gibbons A. P. Number: 0 56 - 030 10.10 GENERAL: •1" Zoning requirements — (number of permitted living units). 0 Plans signed by the designer. -31 Proper description of work on the application. .47 Existing violations on the property. -,3' Recorded notice of violation. Building permit valuation. PLOT PLAN: -fi. Complete parcel size and dimensions. -1. Setbacks, side yard, easements, etc. f Other buildings or structures. An Grading, fills and/or drainage. 8� Flood hazard .6 Special conditionson Parcel Map: Noise E] SRA 154 Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route.and/or Federal Aid Secondary Route setback requirement. 4- Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). ,4 Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest'proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). off. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). /10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly ,into any of these (Uniform Mechanical Code section 304.5). �1. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ,0. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Y{ Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 P. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). IX Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: d,."' Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). let�' Floor construction details complete enough to construct building. ,ff. Elevations and wall construction details complete enough to construct building. Ar Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). 40'. Porch header size(s). JX Typical header size(s). 42. Stud heights. 14' High expansive soil — special foundation design required. ,14. Retaining walls requiring design. J& Gypsum wallboard nailing inspection required. ..d. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. j7T Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Z' Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). -r Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 1S. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). ,6' Foam insulation — protection. L7: 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 0' Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). A' Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). k6 Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. ( Energy design compliance and supporting documentation. ;T CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 13.1.1SRA. 13.2. Flood elevation certificate. 13.3. Fire Sprinklers required. 13.4. Special Inspection requirements. 13.5. Use Permit conditions. 13.6. Sub -Standard Housing letter. Page 2 of 2 / BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District (14 (( o Building Department No. A.P. Number 3,9 30 Jurisdiction: City ®County Property Owner S� 21 1 �l S OF L 1 z r .t! G W A r£ ie Property Location/Address �z t A Id A e � s e).Ae - see t ar , s nri Subdivision �' Lot No. .................................................................................................................. Residential Development � Sq. Footage 4 No of Living Mobile Home Adi3itioN •Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); „i..:..;Commercial/Indus_tria_I, _ ,r..z ... i._'a-r.• x.s -'s_.Yr,.e,.- - •T: "�.i 'Str. SqAFootae'' New Addition (Including Exterior Roofed Areas) Building Department Representative Date imoor runs reviewea ov scnooi uistnct District Identification No. Q 0• 11;L1 Vl S School District certifies that 1�)f�50 V;rJAA(A Snviu�atS C (Street Address) (Applicant) ) 9A 3 - LOIS D (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. ui representing ") "� square feet. School Paid by Check # Remarks: -191 -OL) by payment of $ 6Ke*P7- AB 2926 $ FULL MITIGATION $ -- •. _ � ,. '. ~�' 1110^,VV, .+ �. Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. _ If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. •• Please indicate your response to each item and the location where the information can be found on the plans/calcs. . ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH RFVTSFn Awn nQTf-`rWA1 nl AWe OWNERS NAME � - - - -------- ----------- --- ---- �"_ ...___._ ...... _.__. Sins Lu►'^,.� (�o�.¢fi-,�-(� W� -�n )�- ..MISS ------ ------- ^^--..�..�...+�rww. DAT LOCATION ON PLANS/CALCS: COMMENTS: t ASSESSORS PARCEL NUMBERPERMIT 0 3� — 0 3a ... f NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # At RESPONSE BY: - LOCATION ON PLANS/CALCS: COMMENTS: t . SU PLAN CHECK ITEM # • Pte- i �• 2, � 3 RESPONSE BY: :�•�a�rres n.. . LOCATION ON PLANS/CALCS: COMMENTS: SU PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: cm PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: r - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CAL•CS: COMMENTS: PLAN CHECK ITEM.# RESPONSE BY:, LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 7 PLAN CHECK ITEM # f RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: O.B.-1 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[(] NO[ ]. X 2. I HAVE[)( ] HAVE NOT[ ' ] signed an application for a building permit for the proposed work. 3. I have contracted with the 'following person (firm) -to -provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following ' person; to coordinate, supervise, and provide the major work: NAME: ? ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK' t:• OWNER:PIAN PROPERTY S1f DATE:' QPM !" NOTE: This owner -Builder Verification is required by' Section 19831 and 19832 of the California Health and Safety Code. ... :: This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: . 0 If you employ or otherwise en a any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an-"ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. - Snc'1� rel Micha4l C. Vie6a, C.B.O. Manager, Building Inspection j,; NOTE: This Owner -Builder Information -is required by Section 19830 of the California Health and Safety Code. OVER 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7County Center Drive Oroville, California 95965 • Telephone (530) 538-7 1 _ a� PERMI (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 056-030--030 ZONING BUILDING PERMIT OWNER SPRIVGS OF LIVIniG �-'ATE.P. TELEPHONE SQ. FT. OCC. BUILDING VALUATIO . OWNERS MAIUNG ADORES 5850 RICuAP.USON SpRIFTG ROAD CONTRACTOR'S NAME WILLIPYS HEAT & AIR TELEPHONE 894-5111 CONTRACTORS MAILING ADgq�43 Ta 8TH AVEFUE, CHICO 95926 CONSTRUCTION LENDER Fireplace 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 $ BUILDINGADDRESS 15850 P.IC'IA.EnSOAt SPRING Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other HOTEL SPECIFY 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: ELPLACE :`VAC SYSTEM TO ROOF Gas piping system 1 - 5 outlets 15.001� 5 00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A 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. 99(r� 2 �/3 Lic. NO. License Class i -" Y 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 Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SG 3.5¢FT. N H'.R SID. MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 0 e 20 9 ,.50 FIXED APPLNS. OR Ex. Occup.OUTLETS RE -SID. EA 5.00 11 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 35.00 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 permitis 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.) T�qcertify 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 fo it omply with tho ovisions. Date T ature o plicant - ❑ Owner Contractor 11 Agent FAn OSHA permit is required for excava Ions over 5'0" deep and demolition or construction .tructures over 3 stories in height. ` " MECHANICAL PERMIT Fling Fee 20.00 Heating 180,000 3125.00 75.00 Cooling 15 TON i Q6_00 Hood 6.50 Ventilation PERMIT FEt $ 191.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ .261.00 RAZ. I D. FEES IMP I FLOOD COF PARCEL PD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate III ate) Receipt No. 257855 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION It 7 C2unty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER O J —ZONING BUILDINGPERMIT OWNER i V TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIU ADD SS y. 1 COM i FTOP'S NAME 15 TELEPHONE CONTRACTT MAID ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS LWUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ /f593D PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE }� SF ❑ Duplex ❑ Mobilehome ❑ Other �d�_all SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 13Installation 13Other Describe Work: Gas piping system 1 - 5 outlets 15.00 ' Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '0.' 'o RR v os 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.PowER 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 200A TO 1000A 46.00 NEW CONST. DwELUNG O -CUP. s0 OR ADDNS. ( a ACC. BLDS. 3.5¢x. R6Ip MULTBRANCI-OUTLET @7.50 APPARATUS a swGLE o1mrT cert .00 EX. Occup. OUTLET OR FD=RES aAL @ 1.50 FIXED APPLNS. OR Ex. Occup. ounErs .a. A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $j, MECHANICAL PERMIT Fling Fee 20.00 Heating 1&0,6W . $, Cooling Hood 6.50 Ventilation PERMIT FEi= $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE / TOTAL FEE $ /. (c D FEES IMP FLOOD COF PARCEL PD HD ISSUE 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 ate Receipt No. WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' Roberts Consulting Engineering ' 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8z Website: http://www.r-c-e.com FIELD REPORT #1 Project: Richardson Springs Hotel Date: December 21, 1998 Weather: Clear, 400 Mr. Korey Williams Williams Heat & Air 438 West 8`" Avenue Chico, CA 95926 RE: Richardson Springs Hotel Dear Mr. Williams, Job No.: 98-064 1. Time: 3:30 AM We -have completed a review of the roof framing for a HVAC upgrade at the Richardson Springs Hotel, located in Richardson Springs, CA. INTRODUCTION The purpose of the investigation was to verify the capacity of the roof framing for purposes of supporting new HVAC equipment. SITE OBSERVATIONS The roof is framed with full dimension 2x10 framing at 24" o/c and the framing is supported at 12' intervals. The support of the roof joists consists of the existing bearing walls and intermediate, double 2x 10 framing. The support structure of the large hotel consists of steel frames. The actual sizes of the steel super -structure were not made available for this investigation. DESIGN REVIEW The attached calculations have been assembled to compute the loads and design capacities of the roof joists and purlins. The bearing walls and super structure were not investigated as part of this review because of the insignificance of the imposed load when compared to the loads currently ey; Roberts Consulting Engineering 336 Broadway #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com supported by the walls. An additional design consideration that should be considered for this project is that the weight of the existing unit being removed is considerably larger than that of the new units. CONCLUSIONS & RECOMMENDATIONS The stresses and deflections of the roof joist and purlins resulting from the weight of the existing roof plus the new HVAC units meet required 1994 UBC design allowable values. Roberts Consulting Engineering does not represent that these test results and/or recommendations are suitable whether or not modified; for any other site or structure on this site than the one for which they were specifically prepared. Roberts Consulting Engineering disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service.' Please contact us at the address and number above if you have any questions. Sincerely J. Charles J. f OFcru{© `'�" ATT: Structural calculations. 2 Roberts Consulting Engineering 336' Broadway #7. • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com FIELD REPORT #1 Project: Richardson Springs Hotel Date: December 21, 1998 Weather: Clear. 400 Mr. Korey Williams Williams Heat & Air 438 West 8h Avenue Chico, CA 95926 RE: Richardson Springs Hotel Dear Mr. Williams, Job No.: 98-064 Time: 3:30 AM We have completed a review of the roof framing for a HVAC upgrade at the Richardson Springs Hotel, located in Richardson Springs, CA. INTRODUCTION The purpose of the investigation was to verify the capacity of the roof framing for purposes of supporting new HVAC equipment. SITE OBSERVATIONS . The roof is framed with full dimension 2x10 framing at 24" o/c and the framing is supported at 12' intervals. The support of the roof joists -consists of the existing bearing walls and intermediate, double 2x10 framing. The support structure of the large hotel consists of steel frames. The actual sizes of the steel super -structure were not made available for this investigation. DESIGN REVIEW The attached calculations have been assembled to compute the loads and design capacities of the roof joists and purlins. The bearing walls and super structure were not investigated as part of this review because of the insignificance of the imposed load when compared to the loads currently Roberts Consulting Engineering 336 -Broadway #7 • Chico, CA 95928 • (530),894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com supported by the walls. An additional design consideration that should be considered for this project is that the weight of the existing unit being removed is considerably larger than that of the new units. CONCLUSIONS & RECOMMENDATIONS The stresses and deflections of the roof joist and purlins resulting from the weight of the.existing . roof plus the new HVAC units meet required 1994 UBC design allowable values. t . Roberts Consulting Engineering . does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than, the one for which they were specifically prepared. 'Roberts Consulting Engineering disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure;on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely ��oQ fESS/py9l .. ATT: Structural calculations. 2� STRUCTURAL CALCULATIONS RCE Job #98.064 for Richardson Springs Hotel Richardson Springs, CA Calculation Index: Page # • Gravity Loads 1 • Beam Analysis BI - B4 Revision Summary: Rev. 0 Initial Issue 900 tsslp*, l 3-31-0 sr C10- OF cw"S� / ROBERTS CONSULTING ENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (916) 894-8801 E-mail: cj@r-c-e.com 8t Website: http://www.r-c-e.com 12/22/98 - Richardson Springs Hotel' - RCE job No. 98-064 Pg. 1 Gravity Loads: Roof Dead Load 2x] O's @ 24" o.c. 4.5 psf Slope= Hot Mop 5.0 psf 0 Insul. 1.0 psf to Misc. 1.5 psf 12 Total (sloped) 12.0 psf Total (horiz) 12.0 psf Total (axial) 0.0 psf Roof Live Load IlConstruction 20.0 psf Note: See manufacture specification for HVAC live loads. r �e C:1,1-- R=% P� 51.0' F-1 I WOOdWOPkS® SIZ@Y SOFTWARE FOR WOOD DESIGN B1 Wood Works® Sizer 97d Dec. 22, 1998 11:04:16 COMPANY I PROJECT R. C. E. I Richardson Springs Hotel 336 Broadway 07, Chico, CA 95628 1 Corey Williams (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I R. C. E. 98.064 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: material: Lumber -soft @ 24.0 [in) spacing lateral support: Top= Full Bottom= @Supports total length: 13.00 [ft) repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (24.0)' No 2 Constr. Full Area 20 (24.0)* No 3 Live Point 351 1.50 No 4 Live Point 386 11.50 No 'Tributary Width (in) MAXIMUM REACTIONS =and BEARING LENGTHS (force=lbs length -in) I 13.0 ft I ---------- ------------------- Dead I 185 185 Live I 615 642 Total I 800 827 B.Length I 1.0 1.0 DESIGN SECTION: D.Fir-L, No.2, 1.9500x9.5 @ 4.400 plf This section PASSES the design code check. #### WARNING: this CUSTOM SIZE is not in the database. Refer to online help. ########################################################################### SECTION vs. DESIGN CODE (stress -psi, deflection -in) Criterion I Analysis Value I Design Value 1 Analysis/Desi 'gn I --------------I---------------- I-----=----------I------------------I Shear fv @d = 61 Fv' - 119 fv/Fv' = 0.51 Bending(+) fb = 817 Fb' = 1423 fb/Fb' = 0.57 Live Defl'n 0.20 = L/763 0.43 = L/360 0.47 Total Defl'n 0.33 = L/477 0.65 = L/240 0.50 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= = 900 1.25 = 1.00 1.00 1.000 1.10 1.000 1600 1.15 3 Fv' - 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'- 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 = D+L+C, M = 1998 lbs -ft Shear : LC# 3 = D+L+C, V = 798, V@d = 751 lbs Deflection: LC# 3 = D+L+C Total Deflection - 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. El_ __WOOdWOrkS® Sizer __ SOFTWARE FOR WOOD DESIGN B2 WoodWorks@ Sizer 97d COMPANY , I PROJECT R.C. E. I Richardson Springs Hotel 336 Broadway #7, Chico, CA 95628 I Corey Williams (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I R. C. E. 98.064 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: material: Lumber -soft @ 24.0 (in] spacing lateral support: Top= Full Bottom= @Supports total length: 13.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (24.0)* No 2 Constr. Full Area 20 (24.0)* No 3 Live Point 407 1.50 No 4 Live Point 426 11.50 No *Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 13.0 ft I" ---------- ------------------- Dead 1 185 185 Live 1 669 684 Total 1 854 868 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 1.9500x9.5 @ 4.400 plf This section PASSES the design code check. #### WARNING: this CUSTOM SIZE is not in the database. Refer to online help. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d - 65 FV' = 119 fv/Fv' = 0.55 Bending(+) fb = 847 Fb' = 1423 fb/Fb' = 0.60 Live Defl'n 0.22 = L/722 0.43 = L/360 0.50 Total Defl'n 0.34 = L/460 0.65 = L/240 0.52 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 3 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 - D+L+C, M = 2070 lbs -ft Shear : LC# 3 = D+L+C, V - 854, V@d = 800 lbs Deflection: LC# 3 = D+L+C Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Dec. 22, 1998 11:04:26 514 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B3 Wood Works® Sizer 97d Dec. 22,1998 11:19:14 COMPANY I PROJECT R. C. E. i Richardson Springs Hotel 336 Broadway 07, Chico, CA 95628 I Corey Williams (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I. R. C. E. 98.064 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: material: Lumber -soft @.24.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 13.00 [ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< __=-_-=--------------------------=_------------_--------------_---__----_-- Load I Type i Distribution I Magnitude I Location I Pattern I I I Start End I Start - End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (24.0)* No 2 Constr. Full Area 20 (24.0)* No 3 Live Point 502 1.50 No 4 Live Point 481 11.50 No *Tributary Width (in) MAYIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.0 ft I ---------- ------------------- Dead I 185 185 Live 1 760 743 Total 1 944 928 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 1.9500x9.5 @ 4.400 plf This section PASSES the design code check. #### WARNING: this CUSTOM SIZE is not in the database. Refer to online help. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ______________---___ ___---_---___--_--- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------1------------------I Shear fv @d = 72 Fv' = 119 fv/Fv' = 0.61 Bending(+) fb = 893 Fb' = 1423 fb/Fb' = 0.63 Live Defl'n 0.23 = L/666 0.43 = L/360 0.54 Total Defl'n 0.36 = L/437 0.65'= L/240 0.55 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 3 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 = D+L+C, M = 2182 lbs -ft, Shear : LC# 3 = D+L+C, V = 944, V@d = 890 lbs Deflection: LC# 3 = D+L+C Total Deflection - 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES. 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P.'1 la+ 17WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B4 WoodWorks@ Sizer 97d Dec. 28, 1998 11:59:54 COMPANY I PROJECT R. C. E. I•Richardson Springs Hotel 336 Broadway #7, Chico, CA 95628 1 Corey Williams (530) 894-8801, fax (530) 894-8805 1 cj@r-c-e.com I R. C. E. 98.064 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: =material: =Lumber -soft @ 24.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 12.00 (ft] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full UDL 156 No 2 Constr. Full UDL 260 No 3 Live Full UDL 230 No MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----- ------------ I 1.5 9.0 1.5 ft 1 ---------- ------------------------------------- Dead I 989 989 Live 1 2940 2940 Total 1 3929 3929 B.Length 1 1.6 1.6 a#a####aaa#aaaaa#####aa#a#a##a#aaaa###aaa###############a####aa###aa####### DESIGN SECTION: D. Fir -L, No.2, 3.95x9.5 @ 8.913 plf This section PASSES the design code check. #### WARNING: this CUSTOM SIZE is not in the database. Refer to online help. ######aaa##aaa###a###a###aa#a###a#a#######a#######a####a###a#####aa###a##a# SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion ===I= Analysis =Value I Design Value I Analysis/Design I = --------------I----------------1----------------I------------------I Shear fv @d = 97 Fv' = 119 fv/Fv' = 0.82 Bending(+) fb = 1190 Fb' = 1552 fb/Fb' = 0.77 Bending(-) fb = 149 Fb' = 1549 fb/Fb' = 0.10 Live Defl'n 0.07 = L/257 0.15 - L/120 0.47 Total Defl'n 0.11 = L/170 0.20 = L/90 0.53 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.15 3 Fb'-= 900 1.25 1.00 1.00 0.998 1.20 1.000 1.00 1.15 3 Fv' - 95 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 = D+L+C, M = 5894 lbs -ft Bending(-): LCa 3 = D+L+C; M = 737 lbs -ft Shear : LC# 3 = D+L+C, V = 2947, V@d = 2429 lbs Deflection: LC# 3 - D+L+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1� Please verify =that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ll!�,Illl LC WILLIAMS HEAT `�fi.AIR` 4 . ; • ,HVAC. Construction & Service ' . Lic: # 299662, , KOREY WILLIAMS ` .436W. 8th Ave.l - +, (916) 894-5111 , a Chico;.CA 95926 If (Rev.12/96) Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPARCELNU 1� _ 0 _ D ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION E! OWNERS AWLING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER uC E NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING DRE S Plan Checking Fee $ BUILDINGADDRESS V Energy Plan Checking Fee $ $ PERMIT FEE $ ] , LAT NO. SUSDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other VV SPECIFY 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 13 Utilities 13 Installation ❑ Other pp Describe Work: 1��� ov ii �L^ !7 NIJ 12�1� �yLfW' U�tv� "/t2s l�X �S Gas piping system 1 - 5 outlets 15.00 / s, c o Buildingsewer 15.00 Mobile Home MG W 920.00 PERMIT FEE i 01— � ELECTRICAL PERMIT Filing Fee 20.00 Main Service .A.. 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. 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 Main Service 200A TO 1000A 46.00 NEW CONST. DwEwNG OCCUP. SO OR ADONS. ( 8 ACC. BLDS. 3.50FT. ION,D ' MULTI.OUTLET @7.50 OD 8 SUTLET CIS INGLE O -S -0—TC, EX. Occu OUTLET OR FDLTURE3 @ 1.0000 BAL, Ex. Occup. ounEDn APP= .)0& 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 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 it 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. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 3 25 " co Hood 6.50 Ventilation PERMIT FEt: $ 5. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FSEs IMP I FLOOD I CDF PARCEL PO HDL This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I pata) work Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COMMERCIAL 056-030-030 PERMIT#97-1352 SPRINGS OF LIVING WATER 15850 Richardson Springs Rd.,RS Complete Meeting & Assembly Hall MASONRY WALLS N E S W 1st Lift 2nd Lift " 3rd Lift. 4th Lift I 5th .Lift 6th Lift I FIRE WALLS (Occupancy, Area Propert Gypsum Board 1st Layer .2nd Layer Walls Ceilin s N li _T OFFICE COPY Address L" B'50 (?11C1 00 ,GAS Meter By — ELECTRIC Meter By. Date s, � �. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 8,91-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE SWYz��G d.�L•v�-��. w�iti� 9�-ami/ OWNER PERMIT NO. ti. A routine inspection indicates that the following violations of Butte County Ordinances exist at r the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ll) I C4,0 (_ o d 1 G /D /' ekL o-oC Adds ro piz- x 44Q 1 r pe U "v/ n % &- Y' , �i Date 7--1-9 Inspector % am�� ::2 REV 10192 a V = OK' 10 Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.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 #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. ter Pipe; Test & Anchor -Nail Protection W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond (� 24. Size Boxes & No. of Conductors -Stapled \!\\J 25. Romex Installed Close to Edge of Studs & C.J. ^ , f 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 #'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 #'s 40. Sils, 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. 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 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 #'s 63. xt. ps-Door & Sidelight Protection -Landings 6 xits-Size-Number-Placement 6 ace; ents-Clearance-Comb. Air -Connector - In G Above Floor-Ducts-Mech. Protection 6fo orinklers-Placement-Test pended Ceiling-Seismic-Wires-Elec-Light & Mech. Elec. Trim & Subpgnel; Breaker Sizes & Labels !moi �"E�Sf�irs,&-flails � 1Q. -Rand icap- Door Levers -Fin. Floor Elec. Outlets at Wood Panel; Int. & Ext. tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above F or-Mech. Protection 3 Elec. & Mech. Equip. Listed for Location ulation-Foam-Looked in Attic 0 Yes Guard Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes lel�Stucco; n -Finish . Unit isconnect, Electrical, Plumbing nts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings er ell; Disconnect, Electrical, Plumbing xterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off -Parking-Handicap -Rvlass Protection Corrections from Previous Inspections �(S 1AK.85.-Gas Test -Meters Tagged; Gas -Electric ate A Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 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 Occupancy (NOTE: An entry must be made each time you visit the job site) 1 I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code'under -permit number 97-1352_ for the following: Use Classification MEETING AND ASSEMBLY..HALL Addressor Location 15850 RICHARDSON SPRINGS ROAD Group A2-1 occupancy: Type -111-1hr construction. It is hereby certified for the occupancy described above and may be occupied. Dir lkt!:� orks Date 7/2/98 by" POST IN A CONSPICUOUS PLACE (Over) nom.. NOTICE A new Certificate of Occupancy Is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and Is not to be removed by other than the Building Inspector. 09 '-COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION .7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION ASVD PERMIT 1-1 ASSESSOR PARCEL NUMBER 56-030-30 ` ZONING i BUILDING PERMIT OWNER SPRINGSLIVING TELEPHONESQ. FT. OCC. BUILDING VALVA N 136 40,680-00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME OWN OWNER TELEPHONE /• CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 40,660.0(T ARCHITECT OR ENGINEERCENSE ROBERT 14FATnm LINO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS 2044 PAIM AVE. 04TC0, 99996 Plan Checking Fee $ ,BJJILDING ADDRESS 19890 RICHARDSON SPRINGS RD Energy Plan Checking Fee $ -�� $ RTCHAIRDSON SPRINGS, 95973 PERMIT FEE $ / LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 8 7.00 56.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EK Other MFFTTN(; H 11,�AI$,F.MRTY SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 93 Describe Work: BLDG PERMIT TO COMPLET PERMIT#391-61 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G1 W I @20.00 reza 170 - PERMIT FEE _ / ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, 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. License Class Llc. 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 Main Service 200A TO 1000A 46.00 1 NEW CONST. DWELLING occUP. OR ADDNS. ( 8 ACC. BLDS. so - NON -RES D. MSI NEW CONST. OUTLET @7.50 POWER APPARATUS & SINGLE OUTLET CIR. JI Ex. Occup. OUTLET OR FIXTURES 20 p I.50 BAIL .SO Ex. Occup. OUTLETS REWSo° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23, OQ 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 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.) 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date (G` io �o_fApgpicant - ❑Owner ❑Contractor is Agent �( jntu7 An OSHA permit is required for excavations over 60" deep and demoliti n or construction— of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 2 15 TON 132.00 64.0 Cooling Hood 6.50 Ventilation G.sn PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ IN occ _ _TOTAL FEE $ CONST. HFEES HAZ, DIMP FLOOD COF PARCEL ' PD ._ HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. 9 D to (� (� 7 9 Date Receipt No. — v� WHITE-D.D.S.-B.D. CANARY -ASSESS R PINK-INSP CTOR G DENROD•APP ANT I1CW_ [wv C-OUNA OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CbUNTY CENTER DRIVE - OROVIL.L ,,"J`- ORMA 95965 - TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: j Dt'�� �'' W ASSESSOR PARC ER: G, Proposed Building se: Building Inspector: Date: At time of permit application, f was advised the following data must be au mitted prior to permit rocess' g an or issuance: Date Received By ❑ 1. All items have been submitted ------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. - ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑6. Energy Design Compliance and supporting documentation. ----- ---------------------------- 117. ------------- ------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- ❑ 8. Hazardous Material Form. ----------------- 119 ---------------- ❑9 Manufactureii Home data and installation 4 . Fees of $ ----� -- �-6-� including Tie Down Specifications ------------- 0 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1113. -------------------------------------------------------- ❑13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- Y ..,a,tV .. 6•. frj..�..-. ❑ 16. Plot plan and business license approval from"the' City of Biggs:-'- -=: ---•------------------------------------ j 0 ---=-----=-==,_------------ ❑ 17. Planning approval for (A) Use: (B) Parking:. "} ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal -Parcel. -----------J------------ 1119. =------J------------ ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits----------------------------------------------------------------------- (Date) ❑29. 043 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ---------------- 130.Other: ,' -- - Wjaen you issu a tjrocess as follows ❑ Mail to owner, ❑Mail toponyactor. El Telephone ( and hold for pickup at r6 U office. ❑ liver with inspector. Applicant: -Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: 1. Index permit application for the ems 11 Plan Ch c ist 2. Additional items req ' Contractor, designer, owner, was advised of the a required data by ❑ phone, ❑ mai uilding ivision counter, by,"'- Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di,v,j*ion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will -be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2 . I HAVE HAVE NOT s ned an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINIE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: _ SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself. you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: t If you employ or otherwise engage any persons other than your immedia*e family; and :he work (iricluding materials 'atid other costs) is 5300 or more for the entire project, and such persons are anc"!iceriszd as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including 'state and federal income tax withholding, federal social security takes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not. be issued until the verification is returned. r rely, Mic el'C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Onwer-Builder Information is required by Section 19830 of the California Health and Safety Code OVER E COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN/DIS7ION7 County Center Drive - Oroville, California 95965 - Telephone (916) 53ERMIT NO. (Rev.12/96) APPLICATION' AND PERMIT (� �O� ASSESSOR PARCEL NUMBER w O3o O 5 tLi ZONI BUI ING PERMIT OWNE T HONE Y3-160 iS� SO. FT. OCC. BUILDING VALUATION OWNERS MAUNG ADDESS 313 CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ' ^ O J Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome )"Q Other s Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or ve 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 0 Other3�Buildin Describe Work: Gas piping system 1 - 5 out is 15.00 sewer . 15.00 Mobile Home S G I W @20.00 PERMIT FEE $ IN —�%%��352 '7 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AOR'ss' 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.POWER 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 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 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.) 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 I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoser ions. X _ Date Signature of pplicant - ❑ Owner tractor V Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ( TO 46.00So W:L200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BIDS. SO 3.5¢FT. NON•REStIDT g MULTI-OUTLET NC CUTCH @7.50 APPARATUS a SINGLE OUTLET CIR. OUTLET OR FDRURE Ex. Occup.BAL 20 Q 1.00 @ .50 Ex. Occup. OUTLETS RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ o c � CONST. ry TOTAL FEE $. HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD 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 0—/ the applicable provisions Resolutions to do work been paid. Date T-1- — 9? Date Receipt No. Z3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the Z proposed property improvement: YES[ NO[ I I HAVE141 HAVE NOT[ ] signed an application for a building permit for the 3. proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: QTY' PHONE; CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com' PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: - NAIME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: Ing NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Nlav 190i SPrif t;l.- T�ivin>> !49t,rr. 1S is ; t�; c'tnr, .on Cpri -,o Pond Rich.-irdson Sprin3c, CA 95962 1.;ir i l 5, 1903 Suecial Insn-?ctfon 114?1-13 (:1.?. '�iJ.'iG-fl3-U-•025) Attn. David Claunen a With reference to the above subject and your request for inspection of the meeting hall --assembly building at 15850 Richardwon Springs Road, the Inspection was made March 22, 1993. 1 The butIdI110 Was Completed without inflections from this office,sQ we wore not able ,to perfor2i the requied inspections during construction. 'We therefore made a reasonable visual inspection without going on the roof, under the building, or in the attic and found the building appears. to confor!s to the intent of code requirement:_,, except for the following items which must 5e done or resolved: (1) S:0-itt three (3) complete sets of plans, nroporcd by a Registered ',ivil Ino-ineur or ?Architect, together wit:t calculations to verify the catire building compl. fes with, coda requirements for' items 2, 3, 4, 5, and ft. ;?) Verify type of conatrtic_tion conforms to Chapt^r 7, 1991 Uniform ruil,ling ,Code based on occup-ant load calculations submitted wit'i glans. (:3) Verify that the stage: :is 1000 ,sq. ft. or les3, or provide sta ^ vents Per Chapter 39, Section 3403(c), 1991 Uniform Building Code. An alternative would be to qualify the stage as a platform only, in which case vents would not ba.roquir.-�!d. (4) The stage or plantforn must conform to Chapter 39, 1991 Uniform rttil.i.ing Co,!e anti must meet the• winitnum Eire resistive construction of the enttre� building. (5) Eli.-:l.nate the conce-Aled attic ,space by rPstCVitl'�, tho T-bor cei i lit or r:rovi-le ,� ll:;t:�.0 1-;+ottr roof-c�ilin^ ass�m?�1, per >^rtion 5(12, 1991 C. .'nifor,n ?ui.ltiin r;ac's:. (:>) 'i�,�ta buildin'; aiust: ba ;�r_c� ;id uscatilc ay file p?r;:,ic%Aly '�and- icavped, including restrooms. (7) Restroom floors and walls must conform to Section 510, 1991 Uniform 'Building Code. (8) Verify .;as Piping nystetn, las V?nta .-inl f,trnacP,!. :irp pro erly Ln - t> L1ed. Furnace vents appear to be single wail in attic with combustibles in contact and possibly undersized. Provide a ga3 piping test. T.O-d OVIZ-R£.S 9I6 A-LNnoo 311f19 VET =RO 26-SO-unC a SPrif t;l.- T�ivin>> !49t,rr. 1S is ; t�; c'tnr, .on Cpri -,o Pond Rich.-irdson Sprin3c, CA 95962 1.;ir i l 5, 1903 Suecial Insn-?ctfon 114?1-13 (:1.?. '�iJ.'iG-fl3-U-•025) Attn. David Claunen a With reference to the above subject and your request for inspection of the meeting hall --assembly building at 15850 Richardwon Springs Road, the Inspection was made March 22, 1993. 1 The butIdI110 Was Completed without inflections from this office,sQ we wore not able ,to perfor2i the requied inspections during construction. 'We therefore made a reasonable visual inspection without going on the roof, under the building, or in the attic and found the building appears. to confor!s to the intent of code requirement:_,, except for the following items which must 5e done or resolved: (1) S:0-itt three (3) complete sets of plans, nroporcd by a Registered ',ivil Ino-ineur or ?Architect, together wit:t calculations to verify the catire building compl. fes with, coda requirements for' items 2, 3, 4, 5, and ft. ;?) Verify type of conatrtic_tion conforms to Chapt^r 7, 1991 Uniform ruil,ling ,Code based on occup-ant load calculations submitted wit'i glans. (:3) Verify that the stage: :is 1000 ,sq. ft. or les3, or provide sta ^ vents Per Chapter 39, Section 3403(c), 1991 Uniform Building Code. An alternative would be to qualify the stage as a platform only, in which case vents would not ba.roquir.-�!d. (4) The stage or plantforn must conform to Chapter 39, 1991 Uniform rttil.i.ing Co,!e anti must meet the• winitnum Eire resistive construction of the enttre� building. (5) Eli.-:l.nate the conce-Aled attic ,space by rPstCVitl'�, tho T-bor cei i lit or r:rovi-le ,� ll:;t:�.0 1-;+ottr roof-c�ilin^ ass�m?�1, per >^rtion 5(12, 1991 C. .'nifor,n ?ui.ltiin r;ac's:. (:>) 'i�,�ta buildin'; aiust: ba ;�r_c� ;id uscatilc ay file p?r;:,ic%Aly '�and- icavped, including restrooms. (7) Restroom floors and walls must conform to Section 510, 1991 Uniform 'Building Code. (8) Verify .;as Piping nystetn, las V?nta .-inl f,trnacP,!. :irp pro erly Ln - t> L1ed. Furnace vents appear to be single wail in attic with combustibles in contact and possibly undersized. Provide a ga3 piping test. T.O-d OVIZ-R£.S 9I6 A-LNnoo 311f19 VET =RO 26-SO-unC Letter to Springs of the Living Water Rr,:. Special Inspection 093-13 Page 2 April 5, 1993 (9) Verify plumbing fixtures are properly vented and connected to the build— ang sewer. (10) All electrical mu:it be installed per Articles. '51f' and .520 in the 1990 National Electric Code. There is non—metalic cable throug;lottl: the building which is not al lowed ict on :�._,ser.tt�ly °:)c:cupancy, , - (11) Provide guardails on stage per Section 1712(a), 1991 ilni for ;i Bul lcii ng co.lc • • (12) Provide conforming, stairs and stair rails at stage and pulpit per Section 3506(1), 1991 Uniform Building Code. • (13) Install sprinkler system -per Section 33O2(c) 7, 1991 Uniform Building Code at stage or platform. (14) Provide o-1 landin; at each exterior door. (15) Provide exit signs aho., illumination per Chapter 33, 1991 Uniform Build— Code.. (ln) Comply with all items identified in, plan check. This inspection by the County of rutte does not act as a guarantee or warranty as to ti?e Internal soundness of said building. It is now in order for you to submit tho requested plans, apply for the required permits, and pay the appropriaee Fees. The permits must be obtained and the above listec,' items complated within thirty (3-1) days of the date of ttti:i letter. Should you have any questions concerning this matter, please contact David Purvis of this office at (916)533-7541. Sp : c::ns cc: Assesnor iiuiJ lin; LZsr�G�c�r, Yours very truly; David Purvis 'T�-- M;toni.?Cr, '7,U11(ling Inspection ZO'd ObiZ-8E9 9T6 A1Nno3 311f19 `dEi:80 86-SO-unr Springs of th,? Tivi.ng Water 15350 ?ichardson Springs Poad Richardson Springs, CA 95962 Attn. David Clausen April 5. 1993 Special Inspection (A. P.41056 -03 -0 -OX -0 With reference to the above subject and your request for inspection of the meeting hall -assembly building at 15850 Richardson Springs Road., the inspection was made March 22, 1993. The buildi.no was completed without inspections from this office, so we were not able to perform the'requied inspections during construction. We therefore made a reasonable visual inspection without going on the roof, under the building, or in the attic and found the building appears to conform to the intent of code requirements, except for the.following items which must be done or resolved: (1) Submit three (3) complete sets of plans, prepared by a Registered Civil Engineer or Architect, together with calculations to verify the entire building --complies with code requirements for items 2, 3, 4, 5, and 6. .(2) Verify type of construction conforms to Chapter 7, 1991 Uniform Building Code based'on occupant load calculations submitted with plans. (3) Verify that the stage is 1000 sq. ft. or less, or provide stage vents ' per Chapter 39, Section 3903(c), 1991 Uniform 'Building Code. An alternative would be to qualify the stage as a platform only, in which case vents.would not be required. .(4) The stage or plantform must conform to Chapter 39, 1991 Uniform Building Code and must meet the minimum fire resistive construction reduirements of the entire building. (5) Eliminate the concealed attic space by renovin the m -bar cei.ii.n; or provide a listed 1 -hour roof -ceiling assembly per Section .502., 1991 `•nifor:r, Buildin` Code. (6) Th--- building; must be accessiblo and useable ')y the physically hand- icapped, including restrooms. (7) Restroom floors and walls must conform to Section 510, 1991 Uniform Building Code. (8) Verify gas piping system, gas vents and furnaces are properly installed. Furnace vents appear to be single wall in attic with combustibles in contact and possibly undersized. Provi.de.a gas piping test. , I Letter to Springs of the Living Water RE: Special Inspection #93-13 Page 2 April 5, 1993 (9) Verify plumbing fixtures are properly vented,and connected to the build- ing sewer.. (10) All electrical must be installed per Articles 51P and 520 in the 1990 National Electric Code. There is.non-metalic cable throughout the building which is not allowed in an assembly occupancy. (11) .Provide guardails on stage per Section 1712(a), 1991 Uniform Building Code. (12) Provide conforming stairs and stair rails at stage and pulpit per Section -3506(i), 1991 Uniform Building Code. • (13) Install sprinkler system per *Section 3802(c) 7, 1991 Uniform Building Code at stage or Platform. (14) Provide a landin.a at each exterior door. (15) Provide exit signs and illumination per Chapter 33, 1991 Uniform Build - Code. (16) Comply with all items identified in plan check. This inspection by the County of Butte does not act as a guarantee or warranty as to the internal soundness of'said building. It is now in order for you to submit the requested plans, apply for the required permits, and pay the appropriate fees. . The permits must be obtained and the above listed items completed within thirty (30) days of the date of this letter. Should you have any questions concerning this matter, please contact David Purvis of this office at (916)538-7541. Yours very truly, SR:dms David Purvis Manager, Building Inspection cc: :assessor Building Inspector, Chico Sprints of the Living Water 15850:Richardson Springs Road Richardson Springs, CA 95962 Attn. David Clausen April 5, 1993 Special. Inspection 93-13 (A.12.,056-03-0-026) With reference to the above subject and your request for inspection of the meeting hall -assembly building at 15850 Richardson Springs Road, the. inspection was made March 22, 1993. The building was completed without inspections from this office, so we were not able to perform the requied inspections 'during construction. We therefore made a reasonable visual inspection without going on the roof, under the building, or in the attic and found the buildingappears to conform to the intent "of- code requirements, except for the following items which must be done or resolved: (1) Submit three (3) complete sets of plans, prepared by a Registered Civil Engineer or Architect, together with calculations to verify the entire building---compl.ies with code requirements for items' 2, 3, 4, , 5, and 6. .(2.) Verify type of construction conforms to Chapter 7,"1991 Uniform_'suilding Code based on occupant load calculations submitted with plans. .(3) Verify that the stage 'is -1000 sq: it. orless, -or p'rovid'e stage vents per Chapter 39, Section 3903(c), 1991 Uniform "Building Code. An alternative would be to qualify the stage as a platform only, in which case vents would not be required. .(4) The stage or plantform must conform to Chapter 39,1991 Uniform Building Code and must meet the minimum fire resistive construction requirements of the entire building. (5) Eliminate the concealed attic 'space by removing the T -bar ceiling or providea listed 1 -hour roof -ceiling, assembly per Section 602, 1991 Uniform Building Code. (6) The building must be accessib:le-and useable by the physically hand icapped, including restrooms. (7) Restroom floors and walls must conform to Section 510, 1991 Uniform Building Code. (8) Verify gas piping system, gas vents and furnaces are properly installed. Furnace vents appear to be single wall in attic with combustibles in contact and possibly undersized. Provide a gas piping test. p!e4�i.v,•.y Letter to Springs of the Living Water Pa ,e 2. April. 5, 1993 RE: Special Inspection #93-13 (9) Verify plumbing fixtures are properly vented and connected to the build- ing sewer,. (10) .All electrical must be, installed per Articles 518 and 520 in the 1990 National Electric Code. There' is non-metalic cable throughout the building which is not allowed in an assembly occupancy. (11) Provide guardails on stage per Section 1712(a), 1991. Uniform Building Code. • (12) Provide conforming stairs and stair rails at stage and pulpit per Section 3506(1), 1991 Uniform Building Code. • (13) Install sprinkler system per"Section 3302(c) 7, 1991 Uniform Building Code at stage or platform, (14.) Provide a landing at,each exterior door. (15) Provide exit signs and illumination per Chapter 33, 1991 Uniform Build - Code. (16) Comply with all items identified in plan check. This inspection by the County of Butte does not act as a guarantee or warranty as,to the internal soundness of said building. It is now in 'order for you to submit the requested plans, apply for the required permits, and pay the appropriate fees. The permits must be obtained and the above listed items completed within thirty (30) days of the date of this letter. Should you have any questions concerning this matter, please contact David Purvis " of this office at (916)533-7541. Yours very truly, SR:dms cc: Assessor` Building Inspector, Chico David -Purvis Manager,, Building Inspection MASONRY WALLS N E S W. 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls ,. Ceilings ry COMMERCIAL rig— ORM --�oV 6-030-030 PERMIT#98-0112 1 V I SPRINGS OF LIVING WATER 1 15850 Richardson Springs Rd., RS i Cont: Hughes Fire Protection Fire Sprinlers/Platform y `1 New t% co, 3-t Sev v i cue P��� �� �-=•fig. �: � . � t,� � �� :d a • ao gel kle �-k 1I h 4-4 . i • t V=OK O = Not OK -= Not Applicable COMMERCIAL =Not Ready _ - Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date- Card B-1 Date Card B-1 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71.Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. 25. Romex Installed Close to Edge of Studs & C.J. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location c 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic O Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. 75. Guard Rails & Deck Construction -Post Caps Cu or Al ii 76. F VentsCrawl Hole Door -Drainage &Wood -Earth t 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling Clearance Looked under Floor 0 Yes L 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. FI.V.A.C.-Ventilation-Roof Access i 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 j Date Card B-1 Date Card B-1 Comments at Final: j Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, 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 i 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) X X COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California- 95965 - Telephone (916) 538-7544 PERMIT NO. (Rev. 12'/96) APPLICATION AD PERMIT S _01 1 Q— ASSESSOR PARCEL NUMBER 056-030-030 ' ZONING BUILDINGPERMIT` OWNER SPRINGS OF LIVING WATER TELEPHONE SO. FT. OCC. BUILDING VALUATION 60 1984 —1240 OWNER'S MAILING ADDRESS 15850 RICHARDSON SPRINGS ROAD, R.S.. 95973 CONTRACTOR'S NAME HUGHES FIRE PROTECTION TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 29,25 BUILDING ADDRESS 15850 RICHARDSON SPRINGS ROAD Energy Plan Checking Fee $ $ PERMIT FEE $ ' 25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PLATFORM 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 IR Describe Work: FIRE SPRINKLERS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z..A .R 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. r b qcM rq License Class I! 1 f p LIC. No. L l p(�(A-� 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 Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. S. SO 3.5¢FT. NEW S. LCT I.OUTLET NON -R SrIDT JM.0 97,50 POWER APPARATUS 6 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 @'50 BAL Q .50 Ex. Occup. OUTELETStRREM.oEA 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' corppensation insurance carrier and policy number are: Carrier %~/ �PERMIT MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation FEE $ 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 with Com ith those provisions. _ Date _ _ Sign of Appll Owner d7 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 $ occ CONST. TYPE TOTAL FEE $ 94.25 HAZ. D. FES IMP FLOOD CDF PARCEL PD HD Issu is permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. pate O J Det Receipt No. WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT f• COUNTY OF BUTTE DEPARTMENT OFDE;VELOPMENT SERVICES - BUILDING DIVISION 7 BOUNTY CENTER DRIVE - OROVILLF; rA�I ORNIA 95965 - TELEPHONE (916) 538-7541 { PERMIT APPLICATION DATA SHEET OWNER: (' ' V16 $ ) v i v I vA w ASSESSOR PARCEL ER: Proposed Building Use: - ' t ��uding Inspector: Date: h At time of permit application, I was adv' ed the following data must be submitte prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ rnplete plans, 3//4 �)ets, signed by the preparer of plans. ----------------------------------------------------- . E ' eered plans%�d sets, with wet signature on plans. All engineering must be shown on plans. C- �,% ✓` l ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. 1113. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------ ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------- . ❑ 16 -Plot plan and business license approval from the City of Biggs. ---------------------------------- =- - ❑•17. Planning approval for (A) Use: (B) Parking: --------------- --- El 18: Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------ ❑24. Letter of signature authorization. ------------------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. ------------------------ ❑26. Letter of intent on building use. --------------------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------------------- 028. Existing violations and/or expired permits- -------------------------------------------- ❑ 19. 0433 A, ❑ ant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ther: O d C -to When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at (Date) --------------- office. ❑ Deliver with i r, Applicant: F� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index permit application for the above items numbered: 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Plans reviewed by: Date: Plans approved by: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Yellow Copy - Department of Development Services, Building Division. Date: M ❑ Plan Check List counter, by Date: counter, by Date: counter, by Date: counter, by )Date: Date: j4 55er Date: C r L h S Lool U � HUGHES FIRE PROTECTION 13504 Skypark Industrial Avenue Chico, CA 95973 (530) 893-0110. C_ LC ..4.8.2'86 9 -JOB A_ _ M_._ - S_PR==..,aU L_D.1�NG A. _ P. N.- 056 - 03 - 0 - 02.6 QC_C_U_PA C_Y_ C T, A S S__ . = A-. 2� 1 ,BUTTE.COUNTY., CALIFORNIA APPROVED SIRE AND PANIC ONLY STA E FIRE MARSHAL y.c NORTHERN REGION " APRIL .09, 1998 'VOW... Y A 5� CJ T _ Ll • ...0 I'. Materials - General. PIPE SCIIEDULE SYSTEMS and the feed mains or risers shall be of the size required for the total number of sprinklers. 8-2 Schedule for Light Hazard Occupancies. 8-2.1 Branch lines shall not exceed 8 sprinklers on either side of a cross main. Exception: When more than 8 sprinklers on a branch line are necessary, lines may be increased to 9 sprinklers by making the two end lengths 1 in. (25.4 mm) and 11/4 in. (33 mm) respectively, and the sizes thereafter standard. Ten sprinklers may be placed on a branch line making the two end lengths I in. (25.4 mm) and I %4 in. (33 mm), respectively, and feeding the tenth sprinkler by d 216 in. (64 mm) pipe. 8-2.2 Pipe sizes shall be in accordance with Table 8-2.2. Exception: Each area requiring more sprinklers than the number specified for M in. (89 mm) pipe in Table 8-2.2 and without subdividing partitions (not necessarily fire walls) shall be supplied by mains or risers sized for Ordinary Hazard Occupancies. Table 8-2.2 Light Hazard Pipe Schedules Steel Copper 1 in......... 2 sprinklers 1 in......... 2 sprinklers 11/4 in......... 3 sprinklers 11/4 in......... 3 sprinklers 11/2 in......... 5 sprinklers. 11/2 in......... 5 sprinklers 2 in..... .. 10 'sprinklers 2 in......... 12 sprinklers 21/2 in......... 30 sprinklers 21/2 in......... 40 sprinklers 3 in......... 60 sprinklers 3 in......... 65 sprinklers 31/2 in ......... 100 sprinklers 3% in ......... 115 sprinklers 4 in. ..........See 4-2.2.1 4 in ........... See 4-2.2.1 8-2.3 When sprinklers are installed above and below ceil- ings [see Figures 8-2.3(a), (b), and (c)] and such sprinklers are supplied from a common set of branch lines or separate branch lines from a common cross main, such branch lines shall not exceed 8 sprinklers above and 8 sprinklers below any ceiling on either side of the cross main. Pipe sizing up to and including 21/2 in. (64 mm), shall be as shown in Table 8-2.3 utilizing the greatest number of sprinklers to be found on any two adjacent levels. n n 11 1 IN Illmome— --a W,"; - L Figure 8-2.3(a) Arrangement of Branch Lines Supplying Sprinklers Above and Below a Ceiling. 8-2.3.1' When the total number of sprinklers above and below a ceiling exceeds the number specified in Table 8-2.3 for 21/2 -in. (64 -mm) pipe, the pipe supplying such sprinklers shall be increased to 3 in. (76 mm) 'and sized thereafter according to the schedule shown in Table 8-2.2 for the number of sprinklers above or below a ceiling, whichever is larger. Sprinkler 13-61 Sprinkler In Concealed Space Reducer \_MDE��=ceiling 12" (Min.) plate . � Nipple all Tee For SI Units: 1 in. - 25.4 ram. Figure 8-2.3(b) Sprinkler on Riser Nipple from Branch Line in Lower Fire Area. Upright De(laoton �t2.. Uptight Sprinkler 99' Ell Sprinkler peitector For Sl Units: I in. - 25.4 mm. Upright Sprinkler in Concealed Space Ceiling (Upper) maw Ceiling lt:ower}--' Figure 8-2.3(c) Arrangement of Branch Lines Supplying Sprinklers Above and Below Ceilings. Table 8.23 Number of Sprinklers Above and Below a Ceiling Steel Copper 1 in. ........ 2 sprinklers 1 in. .... 4 ... 2 sprinklers 11/4 in. ........ 4 sprinklers 11/4 in. ........ 4 sprinklers 11/2 in. ........ 7 sprinklers 11/2 in. ........ 7 sprinklers 2 in. ........15 sprinklers 2 in. ........18 sprinklers 21/2 in. ........50 sprinklers 21h in. ........65 sprinklers 1989 Edieon M�n�n 1plm�- nqyTg)l� lnc� • 33460 Western Avenue Union City, California 94587 800-367-3473 (800 -EOR -FIRE) 415-475-5590 (Local) 415-475-5594 (Fax) IDENTIFICATION SIGNS GENERAL PURPOSE VALVE CONTROL — STYLE A 18 gauge alumium 7" x 9" with 3/16" dia. holes for easy mounting. Sign comes with white letters and red background with white border. Bottom area of sign is used for name and address of insurance authority having jurisdiction and for licensee name and address. INSPECTORS TEST SPECIFIC INDENTIFICATION — STYLE B Used separtely or fasten over center blank area of General Purpose Valve Control Sidn.. 18 gauge alumium 6" x 2" with 3/16" diameter attaching holes. Sign has white letters and red background with white border. Available in the following wording. AUXILIARY DRAIN INSPECTORS TEST WATER MOTOR LINE OPEN SPRINKLER CONTROL �- OPEN SPRINKLER DRAIN IN THIS BUILDING FROM CITY MAIN IN THIS SECTION ANTI—FREEZE SYSTEM ' ENTIRE SYSTEM DRAIN MAIN DRAIN DRAIN VALVE ALARM TEST TEST VALVE CONTROL VALVE ALARM LINE AIR LINE MAIN CONTROL AIR CONTROL rurE 'MUST a9 00191190 W CASE Or long rurE SMUT ."110 OUNIMG SUMMER 1110lf ols. SHUT ... most Be un OPENear., "Owe mons h.. small t.ttr Is To ea Geste me M,e ee.mt0 COLD WEATHER —STYLE C Used to cover the word "OPEN" on the General Purpose Valve control Sign. "OPEN" side of Cold Wea- ther Sign to face out druing sumer months. 18 gauge alumium 8" x 1'% with 3/16" diamether attaching holes. Comes with white letters and red background. FIRE ALARM — STYLE D Attaches under Sprinkler Alarm Gong. 18 gauge alumium 9" x 7" with 3/16" diameter holes and V x 2" slots. Comes with white letters and red background. Blank space is used for name. address or telephone number to call in case of emergency. HYDRAULIC CALCULATED SYSTEM—STYLE E Attaches near control valve. White letters with red back- ground and white border. 5" x 7" with 3/16" dia. attaching holes. s Sprinkler 'Head- Cabinet 0 - Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of.sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either 1/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. Technical Data Model: Sprinkler Head Cabinet Style: 6 head or •12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity:. 6 sprinkler heads`°" 12 sprinkler heads Dimensions: 6 head - 5" high x 14" long x 31/4" deep 12 head - 5" high x 14" long x 4" deep Weight: 6 head - 2.3 lbs. 12 head - 3.5 lbs. 40 Installation Central's Sprinkler Head Cabinet is designed with two 3/16" diameter holes for wall mounting or direct attachment to the system riser with a strap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to '00ccept both 1/2" and 3/4" N.P.T. treaded sprinklers. For 1/2" N.P.T. sprinklers, leave the removable knockout in the hole. For 3/4" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a 3/4" N.P.T. sprinkler. The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100°F/380C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. -The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. 01992 Central Sprinkler Company Printed in U.S.A. 1446"M t AIA Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you.' Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 poufid = 0.4536 kg Conversions are approximate. Hd.Cab.1 TEFL PIP 131.6 ddbbLLVANIZED PIPE — Continued 19.2 Weight of Coating — The weight of zinc coating shall be not less than 1.8 oz/ft? (0.56 kg/ni21 as determined from the average results of the two specimens taken for test In the manner prescribed in 19.5 and not less than 1.6 oz/ft? (0.49 kg/m2) for elther of these wocimens. The weight of coating expressed In ounces per square -toot shall be calcu- lated by dividing the total welght of zlnc, Inside plus outside, by the total area, inside plus outside, of the surface coated. "Automatic" Sprinkler General Information: potation of America 1. Threads cut ' on galvanized Pipe should be Provided with a paint or coating to Protect them from rusting. In some instances an aluminum base paint may be satisfactory. In others, a "cold galvanizing compound" may be required. 2. Galvanized pipe is not recommended for underground service without a Protective wrapping since the zinc coating may be quickly destroyed when in contact with cer- tain types of soil acids or alkali substances. 19.3 Welght of Coating Test — The weight of zinc 3. Galvanized pipe cannot be welded Black steel coating shell be determined by a stripping test In pipe must be used to fabricate all welded accordance; with MothodsA 90. The total zinc on sections. Galvanizing can then be provided each specimen shall be determined In a single strip• after fabrication, with special precautions ping operatlon, taken to protect all threads,. 19,4 Test Specimens — Test specimens for deter• minotlon of welght of coating shall be cut approxi• mately 41n. (101.6 mm) In length, 19.6 Number of Tests — Two test specimens for the determInatlon of welght of coating shall be taken, one from each end of one length of galvanized plpe selected at random from each lot of 500 lengths or fraction thereof, of each size. .6 Retests — If the welght of coating of any lot not conform to the requirements specified In 2, retests of two addltone/ p/pas from the same lot shelf be made, each of which shall conform to the requirements weclf/ed. 19.7 When pipe ordered under this specification Is to be galvanized, the tension, flattening, and band tests shell be made on the base meterlal before galvanizing. When spec/f/ed, results of the mechanical tests on the base material shall be reported to the purcheler. If Impraticable to make the -mechanical tests on the base material before galvan/zlny, such tests may be made on galvanized samples, and any flaking or cracking of the zinc coating. shall not be. considered cause for r%ction. When gaivenlzed plpe Is bent or otherwise fabricated to a degree which causes the zlnc coating to stretch or compress beyond the 11m/t of elasticity, some flaking of the coating may occur. ASTM A 135 and ASTM A 106 cover black steel 4pe only. The specifications do not include hot - lip galvanlzing. If pipe meeting either of these t. Ards must be galvanized, the process should be n0 dance with the requirements. of ASTM aV,or A53. 4. If formed ualvanized sections of piping ares. required, It may be necessary -to fabricate the-' sections from black steel pipe, then Provide Y the galvanizing separately (see Par. 19:7 above"'. as it appears in ASTM A 53). "AUTOMATIC'S" STbCK PIPE .:.�. "Automatic's" basic stock of pipe is as follows: Standard Pipe. ASTM -A 120 -CW and ASTM •A``. 120 / A 53 CW in sizes 4" and under, ASTM•A 120';,.., " CW in sizes V thru 8", and ASTM A 53 ERW'a- Grade 8 in -sizes 10" and larger. The dimensions ares: ;=,r=`k•, ANSI Sch 40 In -sizes nd''�r ANSI Sch. 30 for 8" and larger, This stock of p pe s�!�' Is base"jc on —-tie minimum wall thickness required-.,..,,.*". by NFPA 13 when pipe is joined by -threaded flt�=';_. tangs, or by couplings used with pipe having cut ". grooves. CAUTION: The term "standard" as used by "Automatic"� < is not to be confused with the terms "standard welght" or'. "standard wall" as referenced in ANSI'B36,10 or other span• + ;' 1 Ificatlons. Seo WEIGHT OR WALL THICKNESS DESIG•'""`' NATION in this section. . Light Wall Pipe. ASTM A 120 CW in .sizes and under, and either ASTKA 120 • CW" or.%' ASTM A 53 ERW Grade B in the 8" pipe size. The,:: . minimum dimensions aro ANSI in sizes up' to and including6" and 1'88" or ". All wall j thicknesses meet the requirements o f NFPA 13 for pipe joined by welding or for pipe joined by ' couplings when the pipe is provided with rolled grooves. The above pipe also, meets .the requirements of. NFPA 14 and NFPA 15. 6/83 WEIGHT O 1: PIPE 'IAV I T H WA'T E R .. XL S/10 S140 1" PIPE 1.68 • Weight of Pipe/Fool 1.221 1.404 0.409 0.37 Weight of Water/Fool 0.414 2,05 Weight of Pipe with Water/Foot 1.635 1.813 1-1/4" PIPE 2.27 Weight of Pipe/Foot 1'57 1.81 0.65 Weight of Water/Foot 0.72 0.71 Weight of Pipe with Water/Fool 2.29 2.52 2.92 1-112" PIPE 08 2.72• Weight of Pipe/Foot 1.88 96 0.88 0. Weight of Water/Fool 0.97 0.9 Weight of Pipe with Water/Fool 2.85 3.04 3.60 2" PIPE 3.65 Weight of Pipe/Foot 2.52 2.64 1.46 Weight of Water/Foot 1.58 1.58 4.10 4.22 5.11 Weight of Pipe with Water/Foot 2.1/2" PIPE Weight of Pipe/Foot 4.08 3.53 5.79 2.26 2.36 2.08 Weight of Water/Foot Weight of Pipe with Water/Foot 6.34 5.89 7.87 3" PIPE Weight of Pipe/Foot 5.01 4.33 7.58 •Weight of Water/Foot 3.48 3.61 3.20 Weight of Pipe with WatedFoot 8.49 7.94 10.78 M1 3-1/2" PIPE Weight of Pipe/Fool 4.97 .11 4.28 Weight ol,Water/Fool 4.81 4 Weight of Pipe with Water/Fool 9.78 .13.39 4" PIPE Weight of Pipe/Foot 5. 10.79 Weight of Water/Foot 6.11 7 5.51 11.78 16.30 Weight of Pipe with Water/Foot 5" PIPE Weight of Pipe/Fool 7.77 14.62 9.53 8.66 Weight of Water/Foot Welghl o1 Pipe with Water/Fool 17.30 -23.28 6" PIPE Weight of Pipe/Foot 9.29 18.97 Weight of Water/Foot 13.74 12.51 Weight of Pipe with Water/Foot 23.03 31.48 6" PIPE Weight of Pipe/Foot 13.40 28.55 Weight of Water/Foot 23.59 21.69 Weight of Pipe with Water/Fool 36.99 50.24 14 r 0 • I I Pine a�rzd Pi13,e Fitt a.X-Aeras k�� y -yTUM I �3oo :..' o �PAO Pgt0 P Jim' W-4 QA�NAQ 0►LLIE13 ZL PIN _aim• bbaa " � j [cast iron threaded Class 125, (standard) pressure ratings, psi f saturated steam: 125 i liquid 3 gas at 150° F: 175 p ITT Grinnell standard and extra heavy cast iron Grinnell standard and extra heavy fittings- in this ttircaded fittings are manufactured in accordance section, sizes'/. - 12 inch, are included in the "List of American 'National Standards ANSI 816.4 Inspected Fire Protection Equipment and Materials" �•iiias and bushings. ANSI B16.14). Dimen- issued by the Underwriters', Laboratories. Inc. :'conform to Federal specifications. WW -P- t pt plugs and bushings WW -P-471). elbows 9o' elbow straight: fig. 351 pgFhr and felt P.: ' * '. 354 r flanged and threaded fig 371 s --A_ I of pipe of fitting 450 elbow: fig. 356 9' fla''. - -d threaded fig. 3 72 E, • a ""'tn� to end of pipe E' tt „er to face of fitting Fig. 353 has ribs cast on band which denotes the left hand thread. • Sizes 4 inch and larger have two bolt holes tapped for stud or tap bolts. C-! Available in sizes !2' inch through 2 inch only, tapped to pitch % inch In' 1 toot. cast with letter "P" on body. weight (approx) each, Ib 351, 353• fig. 351 fig. 371 A 8figs. black gale. black size, in. in. in. '/a �• '/• .16 .17 .... ', X• '3(.' .25 .26 .... ':(• 1 % .40 .41 .... .60 .56 .... 1 ')(• 1', i .92 .95 .... 1'/. 1 % 1 1.44 1.46 .... 1'/, 1)(. 1'h. 1.95 2.00 .... 2 1 2y 3.13 3.21 .... 21.; 1IX, 2% 4.94 5.13 10.22 3 2)(, 3% 7.21 7.40 13.25 3! i 2% Wf. 9.67 10.10 18.22 4 2% 34(. 12.17 12.67 21.56 5 33(, 4% 21.46 22.32 28.13 6 3% 5'/. 31.33 33.33 40.50 8 5)(, 6% 64.56 67.14 60.06 Fig. 353 has ribs cast on band which denotes the left hand thread. • Sizes 4 inch and larger have two bolt holes tapped for stud or tap bolts. C-! Available in sizes !2' inch through 2 inch only, tapped to pitch % inch In' 1 toot. cast with letter "P" on body. pf-19 weight (approx) each, Ib fig. 356 fig. 372 A t3 black gale. black size, In. In. In. '/a �• '/• .16 .17 .... ', X• '3(.' .23 .25 't• '. .37 .38 .... .55 .56 .... 1 �• 1% .63 .88 .... 1Y '� 1'/. 1.33 1.36 .... 1% 'f(• 14. 1.79 1.83 .... 2 1 1'%. 2.89 2.96 .... 2% 1 S(. 1')(. 4.29 4.35 .... 3 1)(. 2)% 6.44 6.65 .... iii 11, 2'/. 8.42 8.71 .... 4 1 !f. 2', 10.64 11.22 19.88 5 1 % 3){. 16.96 17.38 .... 6 2)(, 3% 26.02 26.19 35.31 8 2', 4 ; 50.17 52.00 64.41 pf-19 elbows, cont'd A e size, in. In. in. 22'2* elbow fig. 356A B �A t.. 2 ' 2'/, A 8 size. In. in. In. 90° elbow reducing: fig. 352 4f� _7 1 1 1; TIM%Y, /4 �a 13i4 Y4 1'/. 1% 1)(, 1% 1'/.. 1)(, 1 �, 2 1 V4 F—o— �eJ 2 i i 2 Y, 1 / C A 2%1', 2)(, 2 1', 2'/. 3 1% 1 2)(4 1% I, 23(. 3'/, 3 2)(, 2%, 3'/, 2(, 2'3(, 3 2)(, 2'3(, 4 2% 2)(, 2 , A.13:' 2 2)(, 2131•, center to end of pipe C. o: 4 2'3(, 33(, center to face of fitting 5 3 2'3(, 33(, 25; 2'3(, 3% 5 3' , 313(, 6 4 2')(, 3% 3 231', 34(, 8 6 43(, 5'/, • Not stocked pf-20 cast Iron threaded, (class 125) weight (approz) each. tb. black galvanized .52 • .80 • 1.40 • 1.64 • 2.50 • 3.95 • weight,(spproc) C Ueach. Ib. R in. In. black 13G t 3(, , .34 1x. 1u4 .40 13(, 1'/. .51 .76 .67 1'f, 1'!{. 1.21 1;(, 1 ; 1.02 1}(, 1% 1.07 1'3(, 1 ; 1.74 1 1'3(, 1.44 1 %, 1'3(, 1.55 1?, t% 1.53 2 2 , 2.59 l' 1 ; 23(, 2.33 T 1 °, 2 2.08 1 4 2 -2.20 1% t?;.. 2.22 2X, .2(, 4.01 2)(, 2%, 3.68 23(, 23, 3.41 1'3(, 23(, 2.93 293, 33(, 6.44 29, 2'3(, 5.35 23(, 21)(, 5.65 2%, 2'3(, 5.98 33(, 3'/, 8.95 3% 3'3(, 11.69 3V.. 3', 10.63 3'/. 3'/, 11.27 3% 3% 11.89 4 4 , 16.47 4 4', 19.00 4 4', 19.68 4% 5 26.68 43(, 4')(, 23.,53 33(, 41)(, 19.43 � 1 I 53(, 6 % 51.11 ' [7ca'stiron threaded Class 125, (standard) pressure ratings, psi t maturated steam: 1 os I liquid 8 gas at 150 F: 175 tees size, In. Y. Y. straight tee fig. 358 vrgt (approx) A8 C 7 i E 1 (— 2 2'/, 3 In. . -- - 3' In. 4 in. A. B. C: center to end of pipe 6 O. E. F: center to face of fitting a reducing tee 'Jia .22 fig. 359 '; '/a 1 1 1 .35 .36 ')(, '/, / 1 : 1 : ar' tees, con reducing b fig. 359 440 pf-22 cast Iron threaded, (class 125) A 1.e. Ct.- Will (approz) A. B. C: center to ens B D. E. F: O center to fac 440 pf-22 cast Iron threaded, (class 125) V i� 14 Will (approz) I'd A B C O E F eacli, lb. black galy. size. In. In. In. In. in. In. In. )e 1 " 1', 1 % 13(, 1 r, 13(. 1 % 1 % 1'/4 1', 1 IN, 114 1 % 1'3(, 1', 1 % i', i W, 1', 2.44 2.13 1.95 .... 2.17 '3(, '3(, 1% 1 �(, i %, 1'x, 1.84 1.87 1 % 13(, i'/4 13(, 1'3(. 1 , 11)(4 2.50 .... 1'/. 1 )(, 1 % 1 ; 1'3(, 1' 4 . 1 ; 2.26 . 1'/. 1 1 '3(, 1'/. 1', 11(, 1'3(, 1.97 2.05 '3(. 1% 1% 1%. 1% 1.79 .... bb 1% %i '3(. '3(. 1'/. i�. 13(. 1'3(, 1.67 1.73 1 % 13(, 1'/4 1)(, 1'3(, 1'3(, 11)(4 2.29 .... L 10� 1'/4 1)(, 1', 1'/, 1'3(, 1'3(, 1', 2.08 .... 1 1 1 '3(, i', 1', 1 % 1'3{4 1.72 .... '/4 Y, '3(4 1'/. 1 % 1/4 1'/4 1.70 .... '3(, ', 1', 1%, 1)(, 11)(4 1.75 .... 44 1% 13(. 1'/4 1)(. 1'3(. i'/. 11)(. 2.18 .... Y, 1 % 1 % 1)(, 1)(, 1% 1 % 13(4 1 % 11)(4 1'3(, 1'3(, ix, 1'3(. 1', 2.14 1.93 .... 1 % 1 % 1', 1', 1)(, 1', 1 r, 19(, 2.29 1', 1 1% 1 % 1', 13(, 1% /'3(, 11)(, 2.07 .... 1 1 1', 1', 1 1'3(, 11)(4 IS/, 1.84 1 % 1)(4 1)(, 1% 2 2 2'/, 3.59 3.74 1', 1)(, 1)(, 1%, 1% 1', 23(. 3.38 .... 2' 1 13(4 1, /3(, 1, IV ix, 1% 1St, i% i%, 2 1'3(, 3.05 2.86 3.14 r -1—L ', ')G 13(, 13(, 1 % 1 % 1% 2.74 2.81 2 1X, 1 % 13(, 2% 2% 2, 3.70 1 % 13(, 1K, 1% 2 11)(, 2', 3.24 3.38 1� 1% 1 13(4 U(, 1)(, 1 W4 1X, 1% 1�/. i'3(, 1% 23(, 2 2.98 2.66 .... % % 1K, 13(, 1% 1'3(, 2.46 .... i of pipe', '3(, 'iii 1%, 1% 1X, IY• 2.34 2.38 2 i% 1St, 1)(, 1x, 1% 11(, • 1% 2% 2 2)(, 1% 2'/4 21% 3.71 3.13 .... e of fitting 2. 1'/. 1'/. 13(, 1% 11%, 1 % 1'/. 23(, 2.90 .... 1 13(, 7. 1 % 13(, 1 X4 1 Y, 1%, 1, el 1'/r 2 1'3(. 2.73 2.50 .... 2 1%, 1 X4 2'/. 2 2'/4 3.46 .... 1% 1& i% 1', 2 1'3(, 2% 2.85 1 1'/4 13(, 1 % 1 % 1', 1'/4 2)(, 2.94 .... 1 U(, 1)(1 13(, 1 �/4 1 s, 2 2.70 .... Y 2 1 % 1%, 13(, 1 X, 1)(, 1 S(, 1 % 2'/. 2 11)(, 11)(, 2'/4 2', 3.31 3.40 Yj 2 1.% 1%, 13(, 1X, 1% 1S(, 1% 2'/. 2 1% 11)(, 2% 2y 3.30 2.95 .... .... 1% 1% 1% 1% 13(. 2% 2'/, 2 3.23 .... 1% 1% 1% 1x, 13(, 2% 23(, 2 3.07 .... 2 i% 1%, 1)(, 2% 2 2 2.91 .... 1 : i'/. 1x, 1x, 1)(, 2)(, 23(, 1% 2.81 .... 1% 1 1 X, 1 i(, 13(, 23(, 2 1 r, 2.66 '2 13(, 1St, i', 2X, 23(, 2%, 5.88 6.02 1 % 1)(. 1)(, 1'3(, 2)(, 23(, 2X, 6.14 .... 2, 1', 1 1)(, 1. 13(, 1 1', 1 2)(, 11)(4 2)(, 1'3(, 23; 2)f, 4.83 4.46 4.65 % r, i% 1% 1!/4 2'/. 4.29 .... X. ', 1 Y4 19(, 1')(, 2)(, 4.00 2% 11)(, 1% 1'3(. 2'3(, 2$(, 21)(1 6.00 2% 2 1%, 1%, 1 ; 23(, 2'/. 23(, 5.17 6 24 1 % 1)(, 13(, 11%. 2)(, 2 2X4 4.42 2 1'/4 13(, 1)(, 1% 23(, 1% 23; 4Z6 .... 1 1 1)(, 1'/. 11)(6 1 Y, 2)(, 3.92 '/4 i ' � 1', 1 % 1;(, 2', 3.62 vs ', 1)(4 1', i1)(, 1 % 23(, 3.57 .... V i� 14 cast iron threaded Class 125, (standard) pressure ratings, psisaturated steam: 1205 Iliquid 3 gas at 150 F: 175 tE re fIt �1 A, ce D. ce pf-23 1 will (approx) es, collf'd A a C 0 U F each, lb. black gaiv. size, In. in. In. In. In. In. in. Jucing tee 359 1ii 2;; 2 t 1'1,, 1.{, 1'3�', 2'f{, 2!1, 2,1'. 2!,. 2ii 1'1(. 211(, 21, 2%i. 5.82 4.85 4.23 .... .... .... s 2% 1 Y. 2% 2 1% 1'3(. 11{. 1h, 13, 1 % ix, 1'3(, 1 %, 1'3(,4 21n, 2!(. 21,o 2;; 211(, 2%, 2" 5.40 4.96 4.28 .... 1 2% 2 1'{, 1!(. 1'/. 1!(. 1'3(, 1 , 2'1f, 2%. 2.�. 2!; 2'1(. 21„ 5.36 5.03 .... .... 1 ` '/. 2% 1'3(, 1 1'3(, 2%, 2:: 2'1(. 5.10 21/2 2 1'i(, 1!(. 1'3(, 1'S(, 1'3(, 1'/. 2'1t', 2 2'/. 2'/. 2% 25;, 5.20 5.29 .... 2 2t'% 1%, 2Si. 2% 2'(, 5.17 5.38 2 1% 1% 1'3(, 1%i, 2% 2'f. 2!�, 5.46 .... 2 1'/. 2% 1 % 1'/, 1 2%, 2'e 2!�, 4,54 2 1 1% /'3(,1N, 2%, 2'/, 2,'(, 4.88 1% 1% 1'3(, 1'3(, IN, 2%, 2!�. Of, 4.15 2% 1', 1', 2'/. 2% 21)(, 31(, 8.92 8.96 2 17f, 1% 23(, 2!(, 2% 2', 7.75 7.83 -0—y- c 3 1% 1', 1', 1y, 1'/, 1'/, 2)(, 2'/, 2);, 2i(, 21(, 23(, 2'3(, 2'/, 7.10 6.75 7.27 6.92 1 1 1 2% 2X, 21f, 2'!f, 6.27 6.54 -�- A 9 Y4 .')(. 2% 1 % 1', 2', 6.06 6.17 c� F % '3(. ')(, 2)(, 1', 1 % 2'/, 6.08 6.17 3 2'/, 2% 2'/, 3'/, 3X, 3% 9.13 .... 2% 1% 1'3(, 2% 2'3(, 2% 3)(, 7.66 .... 2 11(, 1% 23(, 2%, 2%, 2% 6.81 6.98 2% 1% 1', 1)(, 2)(, 2)(, 2)(, 2'3(, 6.23 6.33 1', 1'/, 13(, .2% 2)(, 23f, 2 ; 5.92 .... B. C: 1 1 13f. 2'/, 23(, 1IN, 213(, , 5.51 .... iter to end o1 pipe 3 '/r 13f, 1 2'/, 23(, 11)(, 213(, 5.93 E., F: iter to face o1 fitting 3 2'/, 23(, 2 , 3% 42%, 3% 8.79 .... 2 2% 2 1', 1& 1'3(, 1J(, 2'/, 2)(, 21)(, 2S(, 2%, 2'/, 31f, 21)(, 7.10 7.29 .... 1 % 1', 1 % 23(, 23(, 23(, 2%, 6.83 .... 1, 3 2% 2', 1% 2)(6 1% 2'/. 2'/• 3', 2'3(, 21)(4 21f6 3'/. 33(, 8.13 7.67 .... .... 1, 3 2% 2'/, 11%, 2% 11)(4 2% 2% 3% 2%, 213(, 2%, 3', 3)(, 8.46 7.69' 1 3 2% 2'/, 1% 2% 2. 2'/, 2'/. 3% 21)(, 2'3(, 2!(, 3% 3)(, 8.30 8.03 .... '/, 3 2% 2', 2% 3', 2% 3'/, 8.25 .... ', 3 2% 2y, 2'/, 3'/, 2% 3% 7.60 .... 2% 2% 2'/. 2% 1', 3f(, 3)(, 2%, 8.09 8.35 2% 2 2% 2)(, 1% 3)(, 2'3(, 2% 7.35 .... 2% 2% 1% 1'/, 3 2', 2% 2)(. 21(, 1', 1', 31(, 31(, 213(, 21)(, 2%, 2%, 7.99 7.73 2% 1 2', 2', 1', 3S(. 21)(, 29(4 8.03 .... 2 2 23f. 23(, 1 % 2', 2', 2% 7.87 3 23f. 23(, 2', 3& 3)(, 3'/, 12.00 2% 1% 1% 2'/. 2% 2', 3)(, 10.95 .... 3'/, 3% 2 1% 1% I, 1% 1% 2N, 2;(, 2% 2'/, 2 ; 2% 33(, 33(, 9.94 8.87 .... 1', 1 Y,, 1 % 2'/, 2'/, 2'/, 3 8.63 .... 1 13(, 13(, 2 Y, 2% 2% 2% 8.00 pf-23 1 • A. E cen, D.. E Cent pf-24 cast Iron threaded, (class 125) wgt (appro:) 2S, COnt'd A 8 C IO E F each, Ib. black yaly. size, in. in. in. In. In, in. in, lucing tee 3'"; 21,; 2% 2,1f. 3!i. 3'`(. 3%, 13.95 359 3 2% 21,10 3-1�. 3'. i 3:i 11.33 2: iii 2% 2% 2 3>;. 10.00 .... 3 2 1%. 23(, 21,1, 2% 3i(. 8.66 .... Iii 1?i Iii 2!4, 2', 21(. 33(, 8.33 .... 21, 211 21;. 3 7.79 .... 2'/. 2;, 24, 211. ' 7.74 .... ` 31 2%, 2% 2%, 3:i. 3% 3% 12.56 .... e "t 2' J 3 2ti; 2'•' 2%31i. 3% 3i, 11.77 31 i 2ii 1111. 1 • 2',, 2% 2111, 3'�• 10.69 .... 2 1S/, 1;(, 2!y. 2'„ 2%, 33,; 9.88 .... 2 3'• i 2k. 2(, 2k, 3k, 3% 3%, 12.93 .... 3 2)1'6 V. 2,i 31i. 31, 12.75 .... 3'/r 2(, 2% 2%, 3,1f• Wj, 3(. 12.78 .... 3 23f, 2% 23i 31(, 3% 3% 12.56 .... 1% 3.i 2'f• 23: 2;(, 3I, 3 3%, 12.80 .... 3 2)(, 2% 2 3)�, 3% 3% 12.54 1 3; i 2:1, 2', 2%, 3% 3 3%. 12.81 .... 3 3 2', 2', 23(, 3 ii 33/i 33(, 11.10 .r c 3 3 3 2% 2 11i 312 2,. 2% 2'. 2% 2% 2% 23(, 23(, 23(, 3% 3', 3% 31f, 31(. Wj, 33(,. ., 3}(, 3)(, ..11.93 12.19 12.52 .... ... . a 2% 21,2Y, 2% 1'3(. 3>;• 3)(• 2% 9.19 c� 3% 2% 29(, 2 3 4 3', 3', 18.11 3 21/4 2'/• 2'3(, 3'/4 3'/4 3f, 14.12 14.69 2% 2 2 2°, 211(, 211(. 3%, 12.85 12.96 4 2 1'1(, 1'1(, 2'/4 211(, 2%, 3%' 11.63 11.73 li7 1%, 131, 2% 2'S, 2%, 331 10.75 11.18 C:1'/4 13(, 13(. 2'/. 21(. 2)j, 3)(, 10.38 10.54 er to end of pipe 1 13(, 13(. 2% 2)(, 21 3)(6 10;40 10.81 F• M. 1'/4 1„ 2'3(, 21(, 2.N, 31(, 10.58 10.83 er to face of fitting 4 2% 2'1(, 2', 3 , 3'/4 3'/. 17.23 .... 3% 2% 2%, 2% 3% 3'f, 3'3(, 14.38 .... 3 2!/4 21G 2% 3'/4 3'/4 3, 14.63 .... 3' i 2ij 2 11)(4 2:i 3 2', 314, 11.84 2 13(• 13, 2', 2% 2', 3;, 10.90 1 % 1'f, 1, 2'1(. 2%, 2,3 ; 3)(, 10.09 .... 1'/, 1)(, 1'/4 2% 23(, 2'/. 3)(, 9.56 .... 4 1 13(, 1% 2% 2)1• 21/4 3}(. 9.90 .... 4 2% 2'1(, 2'/4 3'/. 3', 3'/. 15.04 .... 3% 2% 21, 2'3(, 3ii 3%, 313(, 14.74 .... 3 2'/4 2% 2'1(, 3'/4 3'/, 3% 12.50 .... 3 2% 1', 1 % 23/. 213;. 29(, 3%, 11.25 " 2 -- 113(, 1% 2 , 2% 2S(, 3% 10.21 10.67 1% 1!�, I%, 21%, 2%, 2'. Wj, 10.20 1'/. 13f, 13j• 2% 2)(• 2% 3)(, 9.70 .... 4 2 Y. 2% 2% 3% 3'„ • 3'/, 15.75 .... 1, 2„ 3% 2'/, 2%2')(, 3% 3%. 3'3(. 15.23 3 2 2% 2% 3 V. 3' � 3% 13.06 2% /'/, 1'3(, 2°/. 213(, 213(, 3)(, 11.78 .... 4 2'/. 2', 2'/. 3', 3% 3%, 13.19 .... 2 3% 2'/, 2 Y. 2% 31 i 3%• 3%, 14.15 .... 3 2'/. 2'/.a 2% 3ii 3%I 3'; 13.44 2 11)(4 1'/e 21.' 2% 2%• 3% 11.34 .... 9.166350663 FIRE PROTECTI04 SUPPLY �PPAnG�EW 85 TorA�(/�••''••'-'�r ■.I , t. •I .�`•'"�J�% r� ��� !�_•3.1� �•t.• 1 F2 BoxIT. W1 1;R •7`,; �g Tom. ii _WP!.Ili IIRGt MMO. 1X 79273 ,. ., i PHONE 103-564-304 ov.ED Fa1TItNGS '' KpY '14 GROOVED, TEES F A'At s. •' ,+ 1 s J101. t 's0'lt': *T�p�: 0 .5Q 47.N/A 24.511i0.sOQ 21 S.OQ s i .TEE. ' FIC tt R• � � .. �` :•.;.• .:r•.� • �•-'j•�` Vii:• :t`:;Y;1; ;,. __. . � .. I •. ..... • •• .. •_ _ ' . • ....; FO.USIN� ')'q/A N/A 24.50 32.50 47.10 54.00 110-001215.00' TEE I FIG. 31 BULLHEAD 1 • TEE N/�.. ' N/A N/A 100.9 115.00 150. FIG. 33 REDUCING '' I• t , DLJ RUN TSE tv, N/A N/44 60.00 If00 90.1 FIG.. 32 ::� : �'x', •.:.�._�, : ; I Go ou �VTND ' +u ' • :l'r' •� ..: AA N/ N / 4t:lTL1 TEE t: • .� :, ��, ;:'fi" kk,6•^ . ' �t 75.Op1 N/A 1 gyp• :I STANDPIPE tai, •:r4t?�c: R.14 ,� '.�tAL� rTEE • I�'�:%.� ftl/ t��/1 N/A FIG. 34M ' STANDPIPE ' _ :; �•.:� : t _ ". • ' i FEMALE TEE .�t�/'l� i ' t 11 N/A • N/A N/A 110 FIG. 34F i ' '; '' `• •' i � t W. 1 1 1. • • , • •� �•1.•� '�` � ! III•.}••,.; 1�:•/a, • ..1. .. I 200,00 260.00 450.00: '', i• •. ' ale 141p•oo 170.00 )1401a - 1Q5,00 N/A t . •• • � ' ,; ;.• :Asti •1�:,rS N/A 120.00 :1: . •. • MADE IWAJ �'�` 9166350863 I �, t ' N • r ;;t; �,:• ' ' ' '' • :: '�' FIRE PROTECTION SUPPLY PAGE 04 I TEXAS WWUFJICiURW0.00. © s sox is M �nr sae IWHffESSORO. .d :I . i� 1X 70273 R" "''ED FlTT- $ '' $CH EQUL t E`.'10'. GROOVED � ELBQWS i PHONE 903-SW3534 FAX 90.E-354-3109 .6 . •., ..; t . , ,..1,; . ,...1 "1/41 f:)/2 2 2 1 /2 4 s E 3 ZEE 8Q• NIA. NlA N/A 17.00 X0.00 26.50 .55,00 65;90 130.00 FIG. 10 �t. '' .. .' t • 60' : H% ' :.. N/A . 17.00 o.oa 20.50 55.00 65.00 130.00 FIG. 11 0 .7 N/A N/A 16100 9.00 6.00 : 52.g0 64.00 125.00FIQ- 12. :: j N/A 17.00 20.00 28.50 55.00 65.00 14.00 � ::::H/:�. "A o;uo �� ,.. .. x.::.1.4 . _.. ••' _ ..... iH� �-� w = =.-.- -_17.90 ---• a.so� SS.QQ � -• 0.00 - J30.4o . -----.---. ' , � ; . ••;;..• - •;:; is-.. ..._ _ . • . • t .� + 1 li: ' ,:•ley �J..;�'.I t�l'111 tly� I t•'! 1 ,' • 17 .00 • Q 0 Q 8. 2 50 55.90 65,00 139,00 . i FlG. 16 WA N/A 1 7.00 20.00 28.50 t .55.p0 65.09 130.00: 90• DRAIN N/A N/A N/A 55.00 1 60.Op 70.00 90.99 1 00.00 170.00 F• mow •. .t . , 'i�{�.�I,.�\..nom\�I�� P* VIM - .. . ._ .. ..V. GRINNELL • GntJVI 01'. GRUVLOK COUPLINGS FOR GROOMED END IPS PIPE Gruvlok couplings for grooved end pipe are available %W%P in various nominal pipe sizes. The variety of couplingdesigns provides a universal means for the connection of pipe, pipe fittings, and other pipe system components. The wide assortment of GRUVLOK couplings and gasket styles permits selection of the most suitable combination for a specific application, thus providing the most versatile and economical pipe system Installalion. Housing: Malleable Iron conforming to ASTM A-47 or Ductile Iron conforming to ASTM A-536 Coatings: Rust inhibiting paint - color: RED I -lot Dipped Zinc Galvanize For other coating requirements contact Grinnell Gaskets: Elastomers with properties _ as designated by ASTM D-2000 for each gasket grade. Refer to the Gasket Selection Guide on page 32 for details. Bolts and Nuts: Heat treated, oval -neck track head bolts and heavy hex nuts of carbon steel conforming to ASTM A-183 with a minimum tensile strength of 110,000 psi. Bolls and nuts are provided electroplated as standard. Stainless steel bolts and nuts are also available. Contact GRINNELL for details. �•l art Note 2 7 Wk. Max. End Range of Pipe End s Coupling Dimensions Coupling Bolts 1 2 3 4 5 Size Inches Lbs. Inches Coupling Nominal Pipe Max. W Wt. E; Lbs. '! Size O.D. Pressure load Separation Inches Inches PSI nn�� run ...Pa 2 7 Wk. Max. End Range of Pipe End Oellection from t- Coupling Dimensions Coupling Bolts Appm Per Pipe p X Y Z Size Inches Lbs. Inches Coupling in./It. Quantlty Inches Wt. E; Lbs. '! uun Degrees mm/meter GIIIIImelers mm kU Gruvlok couplings are identified by Nominal Pipe Size. 2 IPS Outside Diameter. 3 Maximum line pressure, including surge, to which a joint should be subjected. Working pressure ratings are based on standard wall steel pipe with standard cut grooves in accordance with Gruvlok specifications on page 49. For Performance Data on other than standard pipe, refer to page 51. Note: for one time field test only the maximum joint working pressure may be increased to 1-1/2 times the figure shown. Maximum end load from all internal and/or external forces to which the joint can be subjected based on standard wall steel pipe with standard cut grooves in accordance with Gruvlok specification on page 49 . 6 5 Range of pipe end separation normally available on the'standard cut grooved pipe. The maximum linear movement at,the coupling joint is the difference between maximum and minimum pipe end separations. For standard roll groove steel pipe reduce the value by 50%. 6 Maximum allowable deflection of pipe from centerline when using standard cut grooved steel pipe. For standard roll grooved steel pipe reduce the values by 50%. 7 "X", ••Y'•, and ••Z" are external dimensions for reference purposes only: 8 The quantity of bolts equals the number of housing segments per coupling. 9 Approximate weight for fully assembled coupling with gasket, bolts, and nuts. y The use of the Fig. 7000. Light ' Weight Coupling, is recommended when pressures are moderate and weight saving Is considered. These couplings are up to 50 per- cent lighter than Fig. 7001, Stand-' and Couplings. 0,11 6 0 On cut groovod standard steel Pipe prepared in accordance with Gfuvlok specifications. W" V., 4 PIPE D menslons-Inches .Nominal Pipe Outride Maximum Working Flange of Pipe End Size Diameter Inches Weight Each. Lbs. Press PSI Inches* X y z 1 1.315 1.2 500 0-V16 23e 3 -YA 11/0 11/4 1.660 1.3 500 0-716 2:Y4 4 114 1'/z 1.900 1.4 500 0 -Vie 3 4/4 1 2 2.375 1.8 500 0-% 3% 5% 19'. 2'/- 2.875 2.0 500 0-''A 4 5%a 1:Y4 .3 3.500 2.7 500 0-'A 4h 6% 1 V4 3'h 4.000 3.1 500 0-'/a 5 4 4.500 .3.5 400 0-% 5% 8'/. 2 .5 5.563 5.6 400 0-1/4 6% 10 2 6 6.625 6.5 400 0-,/4 8 11 2 8 8.625 12.5 350 0 On cut groovod standard steel Pipe prepared in accordance with Gfuvlok specifications. W" V., 4 Fig. 701M Y " I Z The reducing coupling permits the direct connection of two different pipe sizes on the same run. It eliminates the use of two cou- plings and a reducing fitting. The unique design of the gasket, with variable hardness and circumfer- entlally Integral rib, prevents tele- scoping of the smaller pipe into the larger and eliminates the pos- sibility of losing any loosely Inserted steel washers. • 8 PIPE Weight Each Lbs. Maximum Working Pressure PSI" Range of Pipe End Separation Inches' Dlmenslons-Inches Nominal Pipe Size Outside Diameter Inches X Y Z 2x1'/r 2.375x1.900 2.0. 350 0-1/0 3'/i 5% 1% 2'/2x2 2.875x2.375 3.5 350 0-'/e 4'/e, 5'/e 1 % 3x2 3.500x2.375 4.0 350 0-'/e 4'G 04 1 V4 3x2Yz 3.500x2.875 3.8 350 0-'/e 4'/z 6'/e 1% 4x2 4.500x2.375 6.5 350 0 -die 5'/e 8 1'/a 4x2''/2 4.500x2.875 6.0 350 0-'/'e 5% 8 1'/e 4x3 4.500x3.500 5.5 350 0-'/�e / 5% 8 1'/e 5x4 5.563x4.500 .9.0 350 67/6 10 2 6x4 6.625x4.500 10.0 350 0-1/4 8 11 2 6x5 6.625x5.563 9.0 350 0-.'/. 8 11 2 8x6 8.625x6.625 16.0 350 04. X10% 141/. 2% On cut grooved standard steel pipe prepared In accordance with .Gruviok specifications. Maximum working pressure rating based on larger pipe size. 174 • III'. Valves. r: 0 i - ITT GRINNELL Figure No. 3210 125 Bronze Globe Valve V,'-2" figure No. 32-10 SJ 125# Bronze Globe Valve 3/a"-2" 5 PSI Saturated Stearn, 200 PSI Non -Shock Cold Water, Oil, or Gas Teflon Disc A Figure No. 3210 Threaded . forms to Federal Specification: WW -V-51 Class A, Type I & MSS SP -80 Mr ,Figure No. 3210SJ Copper to Copper .111 a � Angle -Valves • Soft Seat Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E�Product Description The Central Model F16 Bronze Angle Valvo.s are designed for general service as shut-off, throttling, or drain valves. The Central Model F16 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F16 Bronze Angle Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F16 Bronze Angle Valves are rated at 200 psi, non -shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F16 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non - Domestic) Dimensions - Weights Size A B C (closed) Wt. (Ibs) 1/2" 1.08 2.10 3.09 .69 3/4" 1.24 2.41 3.30 .94 1.11 1.49 2.75 3.80 1 1.76 1 1/4" 1.75 2.90 4.40 2.50 1 1/2" 1.97 3.25 4.65 3.26 2" 2.20 3.68 5.90 5.32 ,.Globe Valves Soft Seat Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F15 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards., The Central Model F15 Soft Seat Bronze Globe Valves are rated at 200 psi, non -shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F15 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non -Domestic) Dimensions - Weights Size A B C wt. Lbs. 1/2" 2.05 2.60 2.09 .66 3/4" 2.36 2.70 2.24 .83 ' 1 " 2.68 3.50 2.46 1.50 1 1/4" 3.08 3.85 2.85 2.13 1 1/2". 3.46 4.30 3.22 3.06 2" 4.00 5.10 3.43 4.88 MUM 3 -Way Globe � Valves 1/4 Inch Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Material corrosion resistance. The hand Description wheel is manufactured from cast iron materials to meet or exceed the Bronze requirements of. Underwriters The Central Model F17 3 -Way Laboratories, Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works ' for general service as shut-off, Association C-509 and ASTM A-126, throttling, or drain valves. Class B Standards. The Central -Model F17 3 -Way The Central Model F17 3 -Way Bronze Globe Valves provide positive Bronze Globe Valves are rated at 200 shut-off under normal operating psi, non -shock for cold water service, conditions. They are recommendedand are tested twice, air under water for water service only. for consistent quality. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Globe Valves are of cast Bronze Globe Valves have a soft .bronze construction in strict rubber seat for tight shut-off underall accordance with ASTM B-62 operating conditions. (Mfg. Source: specifications 85-5-5-5 for superior Non -Domestic) 2.45 �1 1.69 Bill of Materials Item Description Material Specification 1.1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 'Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 'Stem I Brass ASTM B-16 IV. Alarm and Signal Devices. .• r. l WATERFLOW DETECTORS PIPE DIAMETER PLUS 61/8'(155.6mm) FIGURE A MODELS VSR—D AND VSR—T WATERFLOW DETECTORS GENERAL DESCRIPTION The Models VSR-D and VSR-T Water - flow Detectors (Ref. Figure A) are designed for use with wet pipe auto- matic sprinkler systems. They utilize a vane -type sensor to actuate two sin- gle pole double throw snap -action Switches when water flows at a sus- tained rate of 10 GPM or more. The flow may be caused by the discharge from a sprinkler, opening of an In- spector's Test Connection, or by other factors such as accidental mech- anical damage resulting in rupture of a fitting or the piping. A flow of less than 4 GPM will not actuate the Switches. , The VSR-D and VSR-T Detectors are used to actuate electrical alarms and/ or operate electrical equipment (such as fire pumps) in automatic sprinkler systems where alarm valves are not installed. They are also commonly used where sectional waterflow signals are required. Each Switch may be wired for either normally open or normally closed contact operation. A built-in Pneu- matic Retard Device (with automatic reset), delays actuation of the electri. cal Switches to reduce the possibility of false alarms caused by either a single or series of transient flow surges. The time delay is adjustable from 0 to approximately 90 seconds. The switching components are enclo- sed in a NEMA Type 1 general pur- pose—indoor rated housing. Tamper resistant screws, which require a spe- cial key wrench for removal, are used to secure the Cover. A field installed Cover Tamper Switch, which may be used to indicate unauthorized removal of the Cover, is also available on an optional basis. The VSR-D Detectors are for installa. tion in 2 thru 6 inch size Schedule 40 steel pipe and 8 inch size Schedule 30 steel pipe. The VSR-T Detectors are for installation in 2 thru 5 inch Sched- ule 10 steel pipe, as well as 0.134 and 0.188 inch nominal wall thickness steel pipe in the 6 and 8 inch sizes, respectively. APPROVALS AND STANDARDS The Model VSR-D Waterflow Detec- tors are listed by Underwriters Labora- tories Inc. and Underwriters' Labora- tories of Canada, -as well as approved by Factory Mutual Research Corpora - °r I 0 PIPE DIAMETER PLUS 3" (76.2 mm) tion and the Verband der Sachversich- erer. The Model VSR-T Waterflow .Detec- tors are listed by Underwriters Labora- tories Inc. and Underwriters' Labora- tories of Canada, as well as approved by Factory Mutual Research Corpora- tion. The 3, 4, and 6 inch size Model VSR-D Waterflow Detectors are approved by the Fire Offices' Committee. The Models VSR-D and VSR-T Water - flow Detectors are approved by the New York City Board of Standards and Appeals under Calendar Number 1033-83—SA. The listings and approvals are under the name of Potter Electric Signal Company except for the VdS ap- proval which is under the name of Preussag AG Minimax. WARNING The Models VSR-D and VSR-T Water - flow Detectors must be installed and maintained in compliance with this document, as well as with the applica- blc standards of the National Fire Pro - Printed in U.S.A. 4-87 -3(0- TD200B•` • • • tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the proper operation or in- tegrity of this device. The owner is responsible for maintain- ing his fire protection system and devices in proper operating condition. The installing contractor or manufac- turer should be contacted relative to any questions. The VSR D and VSR-T Waterflow De- tectors must not be used in dry pipe, deluge, or pre -action systems. The Vane may be broken away or the mechanism damaged by the sudden in- rush of water when the control valve opens. A pressure switch should be used with these types of systems. The VSR-D and VSR-T Waterflow De- tectors must not be installed in copper tubing or plastic pipe and they must not be used where potentially explo- sive atmospheres are present. TECHNICAL DATA The Model VSR-D Waterflow Detec- tors are. designed for use in 2 thru 6 inch size Schedule 40 steel pipe and 8 inch size Schedule 30 steel pipe. They are rated for use at a maximum service pressure of 450 psi. The Model VSR-T Waterflow, Detec- tors are designed for use in 2 thru 5 inch size Schedule 10 steel pipe, 0.134 inch nominal wall thickness steel pipe in the 6 inch size, and 0.188 inch nominal wall thickness steel pipe in the 8 inch size. The VSR-T Detectors are rated for use at a maximum service pressure of 250 psi. The VSR-D and VSR-T Detectors are both rated for use over an environmen- tal temperature range of 40F/4C to 120F/49C. Field wiring is through a 1/2 inch con- duit opening in the Mounting Plate to No. 6 screw terminals on the Dual Switches. The dual SPDT snap -action Switches are enclosed in a NEMA Type 1 enclosure (i.e., general pur- pose—indoors) and the Form C Switch contacts are rated as follows: 125/250 VAC .......... 15.00 Amps 125 VDC.............. 0.50 Amps 250 VDC.............. 0.25 Amps The field installed Cover Tamper Switch, which is available on an optional basis for indicating unauth- orized removal of the Cover, is a SPDT snap -action Switch with six inch long No. 22 AWG wire leads. The Form C Switch contacts are rated as follows: 125 VAC ............... 5.0 Amps 6 VDC ................ 2.5 Amps 12 VDC ............... 2.5 Amps 24 VDC ............... 2.5 Amps MOUNT SADDLE ON PIPE 50 THAT ARROW POINTS IN DIRECTION OF NATERFLOW TIGHTEN NUTS ALTERNATELY TO A TORQUE OF APPROXIMATELY 50 FT. LBS. ROLL VANE IN OPPOSITE DIRECTION OF WATERFLOW SADDLE GASKET MOUNTING HOLE 11/4" DIA. FOR 2" 8 21/2" SIZES 2" DIA. FOR ALL OTHER SIZES INSTALLATION DIAGRAM The Waterflow Detectors consist of a Saddle and Vane assembly which is mechanically linked to a Pneumatic Retard Device and two SPDT Switches located in the Housing subassembly. The principal components of the Sad- dle and Vane subassembly are a cast aluminum Saddle, a flexible poly- ethylene Vane, and an Actuator Lever. The Vane is attached to the Actuator Lever via a stainless steel Torsion Spring, and the Actuator Lever extends into the Housing sub- assembly which consists of an alum- inum Mounting Plate and Cover. The elastomeric pressure seals consist of a neoprene Saddle Gasket, a nitrile Sad- dle O-ring, and a silicone Vane Gasket. The Vane Gasket seats against a stain- less steel Washer inserted between two Teflonf Washers. . OPERATION The VSR-D and VSR-T Detectors are used to actuate electrical alarms and/ or operate electrical equipment (such as fire pumps) in automatic sprinkler systems where alarm valves are not installed. They are also commonly used where sectional waterflow signals are required. Water flowing at a sustained rate of — Z1 — 10 GPM or more will deflect the V sufficiently to release the Pneum Retard Device. As the flow incres above 10 GPM, the Vane bends Torsion Spring as well as flexes wards the internal contour of pipe. A flow of less than 4 GPM not release the Pneumatic Rel Device. Releasing the Pneumatic Retard vice permits the Actuator Collar move away from the switch lev and when the preset time delay elapsed, the Actuator Collar have moved far enough to allow Switches to actuate. The Switc remain in the•actuated position w water continues to flow. After waterflow has stopped, the Vane Actuator Collar are automatic returned to their normal (set) posil by the Reset Spring, which in 1 resets the Switches. The automatic reset feature reds the possibility of a false alarm diminishing the cumulative effect I series of flow surges. The Pneum Retard Device is factory set at a nc nal time delay of 30 seconds. It I be field adjusted from 0 to appr mately 90 seconds, if required, to individual installation conditions: tDuPont Registered Trad CONTINUITY TEST CONNECTIONS WHEN SWITCH IS W NORMAL SET POSITION I * NO i COM i ICOM DUAL SPDT SWITCHES DETECTOR SWITCHES SHOWN IN ALARM POSITION FIGURE C WIRING DIAGRAM POWER INCOMING OVS G01NG I' FIGURE D FIELD CONNECTION OF TWO WIRES TO TERMINAL SCREW INSTALLATION The Model VSR-D Detectors must only be installed in Schedule 40 steel pipe for the 2 thru 6 inch sizes and in Schedule 30 steel pipe for the 8 inch size. The Model VSR-T Detectors must only be installed in Schedule 10 steel pipe for the 2 thru 5 inch sizes and in 0.134 and 0.188 inch nominal wall thickness steel pipe for the 6 �nd 8 inch sizes, respectively. NOTE :✓ The VSR D and VSR-T Detectors must not be installed in copper tubing or plastic pipe. Both the VSR-D and VSR-T Detectors can be mounted in vertical or horizon- tal piping. In vertical pipe runs, they must only be used for detecting up- ward flow. In horizontal pipe runs, they must only be mounted on top of the pipe. The Detectors should be located with at least 18 inches clear- ance around the sides and they must have at least 4 inches of clearance above the Cover for inspection and maintenance. The units should be located further tha 6 inches from a fitting which changes the direction of fgate ow and�ateas Inches romr rain An Inspector's Test Connection, which is sized in accordance with the require- ments of the authority having jurisdic- tion, must be located downstream of the waterflow detector, for periodic testing of the detector and its associ- ated alarms. NOTE the Detectors are to be installed in sprinkler system which is already in service, permission to shut down the =� affected fire protection system must first be obtained from the proper authorities, and all personnel who may be affected by this action must be notified. Proceed as follows: 1. Drain the piping if the Detector is to be installed in a system which is already in service. 2. Locate the center of the Detector Mounting Hole per the instruc- tions given above. Saw or drill a hole of the size specified in Figure B, through the wall of the pipe. The centerline of the hole must be perpendicular to the surface of the pipe, so that the installed detector will not be tilted. Tilting could cause the Vane to scrape the pipe wall and adversely affect detector sensitivity. 3. Remove all burrs from around the outside edge of the drilled hole. The outside pipe surface within 1/4 inch of the hole edge must be cleaned of scale and projections as well as be free of indentations which could affect proper sealing of the Saddle Gasket. 4. Clean out interior pipe scale for one pipe diameter on both sides of the Mounting Hole to ensure free movement of the Vane dur- ing both forward and reverse flow. 5. Roll the Vane against the direc- tion of the flow, as indicated in Figure B, but only as tightly aS is necessary to insert it through the Mounting Hole. Do not bend or crease the Vane. 6. Insert the rolled Vane into the hole after ensuring that the Saddle Gasket is positioned correctly and the flow arrow on the Saddle is pointing in the direction of flow. Position the Saddle Locator inside the Mounting Hole. 7. Install the U -bolt. Tighten the nuts alternately to a torque of approximately 50 ft.lbs. B. Remove the Cover with the Key Wrench and gently move the Actuator Lever its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the De- tector is perpendicular to the pipe surface. If binding persists, check for removal of scale on the pipe interior and proper vane size. 9. Install the optional Cover Tamper Switch, if required, in accordance with the instructions packaged with the Switch. 10. Wire the Detector according to the diagram given in Figure C. With reference to Figure D, an uninsulated section of a single conductor is not permitted to be looped around a terminal screw and serve as two separate connec- tions. The wire must be severed to serve as two separate connec- tions, thereby providing super- vision of the connection in the event that a wire becomes dis- lodged. 11. Slowly fill the sprinkler system and check for leaks. 12. Open the Inspector's Test Con- nection to verify proper opera- tion of the Detector and its associated alarms. Determine the time required for the alarm to sound and/or for performance of other required electrical func- tions. The time delay should cor- respond to the factory setting of approximately 30 seconds and the electrical functions should con- tinue until the Inspector's Test Connection is closed. Air poc- kets within the sprinkler system may increase the time delay to alarm. NOTE It is recommended that the time delay not be increased at this time, since this may unnecessarily increase the time for alarm. The Retard Device should only be adjusted after the sprinkler system has been placed in service and experience shows that an in- creased delay is required because of the severity of flow surges. In- crease the delay time only to the minimum required value. 13. Replace the Cover and tighten the fasteners using the Key Wrench. Store the Key Wrench in a secure area. 14. If, after the sprinkler system has been placed in service, it becomes necessary to increase the retard time due to excessive flow surges, remove the Cover and adjust the Retard Dial. Increase the delay time .to the minimum required value. Replace the Cover and ' store the Key Wrench in a secure area. CARE AND MAINTENANCE The Models VSR-D and VSR-T Water - flow Detectors do not require any re- gularly scheduled maintenance. It is recommended, however, that proper operation of the alarms be verified in accordance with the following des- cribed inspection procedure. Any impairment must be immediately corrected. NOTES 1. Before testing alarms or removing a Cover from a Detector with a Cover Tamper Switch, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected. Z If a Vane is broken loose from its u 0 • A 0 0 WATERFLOW DETECTORS, MODELS VSR-D & VSR-T Actuator Lever, it must be located and removed. Failure to do so may impair the proper flow of water to a portion of the sprfnk- ler system. 3. No attempt is to be made to re- place or repair any VSR-D or VSR-T Waterflow Detector com- ponent in the field. Refer to the WARRANTY statement and Price List for instructions concerning repair or replacement. 4. Before closing a fire protection system control valve to replace a VSR-D or VSR-T Waterflow-De- fector, permission to shut down the affected fire protection system must first be obtained from the Proper authorities and all personnel who may be affected by this deci- sion must be notified. Inspection Procedure I. Operationally test the Detectors at least quarterly but preferably monthly, to verify that the time delay to alarm has not decreased or increased. The Detector must be tested by opening the Inspec- tor's Test Connection. 2. Inspect for external leakage past the pressure seals (i.e., Vane Gas- ket, Saddle O-ring, and Saddle Gas. ket) at least annually. Alarm Does Not Operate 1. Verify proper wiring. 2. Remove the Cover and observe the Actuator Lever before and while the Inspector's Test Connection is opened. The Actuator Lever should move away from the switch levers; if not, follow the waterflow detector replacement procedure to assure that the Vane is attached to the Detector, and the pipe is free of scale. Decrease in Time Delay If the time delay to alarm has de- creased below the desired range, which may occur due to wear of the Pneumatic Retard Device after ex- tended use, then increase the retard setting. To increase the retard setting, remove the Cover and adjust the Re- tard Adjustment Dial. Increase the delay time only to the minimum required value. Replace the Cover. Increase in Time Delay 1. If the time delay to alarm has in. creased above the desired range, first check for Vane binding. Re. move the Cover and gently move the Actuator Lever its full travel (back and forth) to check that the Vane moves freely. If any binding is felt, check to see that the Detec- tor is perpendicular to the pipe surface. If binding persists: • Verify that the appropriate model waterflow detector is being used. • Remove the waterflow, detector by following the waterflow detec- tor replacement procedure and verify that the interior of the pipe is clean per instruction No. 4 of the Installation section. 2. If the time delay to alarm has in- creased above the desired range and the Vane is found not to be bind- ing, then reduce the retard setting. To reduce the retard setting, ad- just the Retard Adjustment Dial to the minimum required value. Re- place the Cover. Waterflow Detector Replacement Pro- cedure 1. Review and follow the instructions given in the NOTES at the begin- ning of this Care and Maintenance section. 2. Close the Main Control Valve and drain the appropriate portion of the system. 3. Disconnect the electrical power and then the wiring to the snap -action Switches. 4. Loosen both nuts and remove the U -bolt. 5. Gently lift the Saddle off the pipe until your fingers can be slipped between the underside of the Saddle and the pipe surface. 6. Using the thumb and index finger, start 'to curl the Vane as shown in Figure B. Gradually lift the Detec- tor off the pipe while applying more curl to the Vane, in order to ease removal. 7. Replace the Detector by following Steps 4 thru 14 in the Installation section. WARRANTY Seller warrants for a period of one year from the dateof shipment (warranty period) that the products ®Registered trademark of GRINNELL CORPORATION TYCO PARK, EXETER, NH 03833 furnished hereunder will be free fry defects in material and workmanship For further details on Warran "" Price List. 13'. s, ORDERING PROCEDURE .5 Waterflow Detectors: Specify: (specify size) inch Moil, (specify) Waterflow Detector, PS (specify). Model VSR-D Waterflow Detectors Size 2 • • • • • • • • • ... PSN 54-621-1-00 2% ........... PSN 54-621-1—Ot 3 • • • • • • • ....: PSN 54-621-1-01 4 • • • • • • • • •...PSN54-621-1-01: 5 • • •• ...... PSN 54-621-1-01• 6 . • . • ..... PSN 54-621-1-01! 8 ............ PSN 54-621-1-01( f Model VSR-T Waterflow Detectors �.��, Size s 2 ............ PSN 54-623-1-00! 2h ........... PSN 54-623-1-01( 3 PSN 54-623-1-01'. 4• • • • • ..... PSN 54-623-1-01: 5 • • • • • • PSN 54-623-1-61• 6 • • • • • • • .... PSN 54-623-1-61! 8 • • • • • • • ... PSN 54-623-1-01'( Optional Cover Tamper Switch: #_ Specify: Cover Tamper Switch fo, Model (specify) Waterflow Detector PSN 54-621-1=001. The following replacements parts a( available from Potter Electric Signa! Company, 2081 Craig Road, St. Louis, MO 63146. r Key Wrench .... , , , 0 . Stk. No. 52500011 Cover Screw ........ Stk. No. 5010037 Saddle Gasket - 2 & 2% Inch.. x Stk. No. 5330055 Saddle Gasket - 3 thru 8 Inch , • • • • • . • ....... Stk. No. 5330054 CONVERSION FACTORS Parenthetical metric conversions cited hem's- in are approximate. rs fs; 1 inch 25.400 mm 1 pound = 0.4536 kg h* 1 ft.lb. = 1.356 Nm-•��-`-` 1 psi = 6.895 kPa 4 = 0.689 bar* 0.0703 kg/cm2 } 'Not recognized International System unit' WEIGHTS The nominal weights of the VSR and VSR-T Waterflow Detectors are follows: 2X" .................. • 4.6 4'............•...... . 5.2 6" ...................6.3 a' .................... 2.7 11 1 •E V. Sprinkler Heads. LI ■ � Sprinkler A Upright or Pendent Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description Data The Central Model A Upright or Pendent Sprinklers offer the ultimate in aesthetic appeal and advanced design features. They incorporate a unique center strut design which results in a smaller, more attractive sprinkler than those manufactured with a more traditional desig/ approach. The center -strut operating mechanism of the Model A sprinkler responds significantly faster than more traditional mechanisms such as the 8mm glass bulb or link -and -lever. The Model A Sprinklers are "ifitended for installation in accordance "N ;with current NFPA 13 Standards. They.are available in a wide variety of orifice sizes, temperature ratings, finishes, and corrosion resistant A coatings. it Operation: A fusible alloy is S aled,into a bronze center strut by a s .ainless steel ball. When the alloy m Its at its rated temperature, the ball is forced upward into the center strut, re easing the two ejectors and o,erating the sprinkler: Unlike most other sprinkler designs, the alloy is not exposed to atmospheric c (!.)nditions that could affect its proper fuinctioning. It is also less susceptible toymechanical damage since there are no protruding elements, _f extending, beyond the sprinkler frame. r' For specific listing requirements see the appropriate information contained in this brochure. Model: A Style: Upright or Pendent Orifice Size K Factor Thread 3/s" (9.5 mm) 2.7 (36.61) '/2" (12.7mm) N.P.T. 7/,s" (11.1 mm) _ 4.2 (6o.o6) 'h" (12.7mm) N.P.T. '/2" (12.7 mm) 5.6 (80.o8) '/2" (12.7mm) N.P.T. "/3z' (13.5mm) 7.8 (111.54) '/2" (12.7mm) N.PT "x/32 " (13.5 mm) 8.1 (115.83) W (1g.1 mm) N.P.T. Temp. Rating and Frame Arm Color: 1350F/570C Uncolored 1650F/740C Uncolored 212°F/1000C White 286°F/141 °C Blue '/8"9'7 /16,,1/2' or 17/32 Orifice Approvals: U.L., U.L.C., *F.M., M.E.A.,M V.D.S., LPCB (see tabular information Auto'm'atic on Page 3.) Not FM Approved for 3/8" orifice ® 286°F Maximum Working Pressure: 175 p.s.i. Factory Hydro Test: 500 p.s.i. Standard Finishes: brass, chrome plated (chrome is not V.D.S. Approved and white paint is U.L. only.) Coatings: wax, lead, or wax -over -lead (see tabular information on page 3.) Pintle: on deflector for 3/8", 7/16", and 17/32" orifice by 1/2" thread Length: 2W (6o.33mm) (excluding pintle) Width: 1'/16" (36.51mm) (frame arms) Weight: 4.2 OZ. (119 grams) Sprinkler No. 2-1.0 Cross Section moaei ..A" uprignt 5prinKler f 1 5/16" Diameter 1 3/4" 2 3/8" 5/8" Cross Section Model "A" Upright Sprinkler (Small Orifice with Pintle) --o— 1.5/16" Diameter --Wl 6" 1 3/4"I 2 3/8" I 5/8" I 1 7/16' Cross Section Combination Sprinkler Wrench Design Requirements - Standard Applications -, The Model A Upright and Pendent Sprinklers are intended for standard area coverages and standard flow and pressure requirements as specified in current NFPA 13 Standards. 2 U.L., *U.L.C. and **MEA (N.Y.C.) Cal. No. 375 -75 -SA Listings 286° temperature is not U.L.C. Approved with corrosion -resistant coatings. No corrosion -resistant coatings are Approved by MEA. '•' Lead only. "'• Listedas high temperature, wax coated for installation where maximum ambient ceiling temperature does notexceed 150*F. F.M. Aoorovals Orifice Size and Style Temperature Rating (°F) Corrosion -Resistant Coating 3/8" upright and pendent ***135 165 212 ****286 lead, wax, wax -over -lead 7/16" upright and pendent ***135 165 212 ****286 lead, wax, wax -over -lead 1/2" upright and pendent ***135 165 212 ****286 lead, wax, wax -over -lead "/32" (x'/2" thd.) upright and pendent - - - 165 21.2 ****286 lead, wax, wax -over -lead "/32" (x 3/4" thd.) upright and pendent - - - - 165 212 ****286 - lead, wax, wax -over -lead 286° temperature is not U.L.C. Approved with corrosion -resistant coatings. No corrosion -resistant coatings are Approved by MEA. '•' Lead only. "'• Listedas high temperature, wax coated for installation where maximum ambient ceiling temperature does notexceed 150*F. F.M. Aoorovals LPCB Listings Orifice Size and Style V.D.S. Orifice Size and Style Temperature Rating °F Corrosion -Resistant Coatin 3/8" upright 135 165 212 - - - lead 3/8" upright - - - - - - 212 - - - wax -over -lead 3/8" upright - - - - - - 212 - - - wax 1/2" upright and pendent 135 165 212 286 lead 1/2" upright and pendent - - - 165 212 - - , wax -over -lead 1/2" upright and pendent - - - 165 212 286 wax "/32" (x'/2" thd.) upright and pendent 135 165 212 286 lead "/32" (x'/2" thd.) upright and pendent - - - - - 212 - - - wax -over -lead 11/32" (x'/2" thd.) upright and pendent - - - - - - - 212 286 wax "/32" (x 3/4" thd.) upright and pendent 135 165 212 286 lead "/32" (x 3/4" thd.) upright and pendent - - - - - - 212 - - - wax -over lead "/32" (x 3/4" thd.) upright and pendent - - - - - - 212 286 wax LPCB Listings Orifice Size and Style V.D.S. Temperature Rating (°F) Corrosion -Resistant Coating 1/2" (15 mm) upright and pendent "/32" (20 mm) x 3/4" thd. upright and pendent 135 165 212 286 135 165 212 286 --- --"/32" -- --- V.D.S. Listings Orifice Size and Style Temperature Rating (°F) Corrosion -Resistant Coating 3/8" (10 mm) pendent - - - 165 - - - - - - - - - '/2" (15 mm) upright and pendent 135 165 212 286 - - - "/32" (20 mm) x 3/4" thd. upright and pendent 135 165 212 286 - - ri Installation All Central Model A Sprinklers must be installed according to current NFPA 13 Standards. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes and standards as applicable. The system piping must be properly sized to insure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Refer to the Central Bulletins on the Model A-1 Dry Pendent Sprinklers for use in dry pipe sprinkler installations. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the upright position for upright style sprinklers, and in the pendent position for pendent style sprinklers. Step 2. Use only a non -hardening pipe joint compound or Teflon" tape. Apply only to the male threads. 'Teflon is a trademark of the DuPont Corp. Step 3. Hand tighten the sprinkler into the fitting. For upright sprinklers use a Central Sprinkler Combination Wrench, and for pendent sprinklers use a Central Sprinkler Universal Wrench, to tighten the unit into the fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to'28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. -lbs. may distort the orifice seal, resulting in leakage. For exposed piping systems, the sprinkler should be oriented so the frame arms are parallel with the branch line pipe. Caution: Special care must be taken when installing with a CPVC piping system. Sprinklers must.be installed after the CPVC manufacturer's recommended setting time for the primer and cement to ensure that no primer or cement accumulates within the sprinkler. Special care must be taken when installing with a copper system. The sprinkler should be installed only after the inside of the sprinkler drops and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and can impair proper sprinkler operation. Care & []Maintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperature may exceed 100°F/38°C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance of Water -Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re -assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. © 1993 Central Sprinkler Company Printed in U.S.A. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion.or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. Sprinkler AA is. r VI.. Hangers. 0 0- Td L9� MCO piton ^160 41 CoFkOHA. CA • {Ilf) III.7fff rn�a�Qw�lO1R11{R • FIG. 51 AND FIG. 52 SIDE BEAM BRACKETS (CONT-) 27Tt _ ' O t . __...i :� — -- ---�• I .---tom I I—L ' I--- A B -I I—C– FIG. 51 - FIG. 52 FIG. 51 for NEPA Rod and Fastener Sizing APPROX- I 1'tPf ROD IIOLE SIZE STOCK WEIGHT _tit%1: 51%1: A Is C 11.1 11.2 512E PER 100 z 1/2-2 3/8 2 3/4 2 7/16 7/16 3/16x2 35 2-1/2-4 3/8 2 3/4 2 9/16 7/16, : ..3/16x2 34 5.6 1/2 2.1/2 3/4 2.1/2 9/16 .9/16 3/8x2.1/2x2-1/2 71 8 1/2 2-1/2 3/4 2.1/2 11/16 9/16. 3/8x2 -1/2x2-1/2 t.:70. ' FIG. 52 - 6 Hole Brachet - APPROX. RODHOLE SIZE STOCK WEIGHT SRE A t< C 11_1 11.2 If a St7F. PfR I00 1 3/8x1/2 2 1-1/16 2 9/16 7/16 9/32 3/16x2 35 • FIG. 56 TAPPED SIDE BEAM CONNECTOR Size Range - 1/2 thru 4 inch pipe (3/8 inch rod). Material - Carbon Steel Function - Practical and economical bracket used to support hangers from steel orwood beams. Can be used with concrete shot -type inserts. Tapped hole allows easy adjustment of hanger rod. /Approvals - Underwriters Laboratories listed and Factory Mutual Engineering apr'roved for 1/2.4' pipe. Rinish - Plain. 060ro-Galvanized HDG. and Stainless Steel. ` Order By - Figure number and finish. Note - Per NEPA 11 13: 1/2 thru 2 inch pipe use 3/8 inch listener. 2.1/2 thru 4 inch pipe use 1/2 inch laslener. PIPE SIZF HOLE SIZE SMSK WfJtf,/R • 1/4x1 20 1/2 4 2.5/8 3/8 1 3/8 1.1/16 1.1/8 7/16 9/16 1.1/4 H INCORPORATED CORONA, CA - (714) T37 -65N 1.5 FIG. 2 ADJUSTABLE RING HANGER FIG. 2 NFPA ADJUSTABLE RING HANGER WITH REDUCED ROD SIZE Size Range - 1/2 thru 6 inch pipe. Material - Carbon Steel, Mil. Galvanized to G-90 specification. Function - For general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Spring tension on swivel, nut holds it securely in hanger before installation. Swivel nut easily removed. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification WW -H -171E, type 10, and Manufacturers Standardization Society SP -69, type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized and Stainless Steel. Order By - Figure number and pipe size. 1.77 4 :-a MAX. APPROX. WEIGHT PER 100 PIPE ROD STOCK REC. FIG.2 SIZE SIZE A B C SIZE LOAD LBS. FIG.2 NFPA 1/2 3/8 3-1/8 2-5/8 1-3/8 169a x 1 17 17 _400 { x, _ 1 3/8 3-3/8 2-5/8 1 1/8 169a x 1 400 18 18 =FdL.i'T _ ..�. w'..- mL, c - �'-' _� t"&•v l'i �� , >�'SFe Ay,.. ii"- �.e - L ^ 19 .. 1-1/2 3/8 3-7/8 2-7/8 1 169a x 1 400 21 21 f"s-NIM,` �6ga x1z: '=ate }400 . ..<f 23 ... _ .. _ . .:.:. 23 . 2-1/2 1/2* 5-3/4 4-1/4 1 Sf8 149a x 1-3/16 600 .. 41 40 1%4 14sax 3�16s �:5U0' ... c15.: _ 43 3-1/2 1/2* 7-3/8 5-1/4 2-1/8 x 1-3/16-600 52 50 _149a 4 �' 5/8* �'� 7 3J8" ' L "' %.15/.$ xl 1/4 <� 4. 1000 59 ' 56 .14ga f 5 5/8'''' 9 6-1/8 2-1/4 129a x 1.1/4 1250 97 95 i,.3/4*. 9.3/8=. ... 6_:/� =::: 11 \J structural attachmen.- steel washer plate fig. 60 SIZE RANGE: For use with 3/e to 33/4 inch rod. MATERIAL: Steel. SERVICE: A. heavy duty washer plate used on top of channels or'angles for supporting pipe with rods or U -bolts. ORDERING: Specify rod size, figure number, name. weights a dimensions (Inches) rod wgt (approx) els• lbs each alto of stock hole diameter 34 .62 3 x 3 x Y. Yi 12 .62 3x3xY4 % 3b .91 3x3x34 34 3'4 1.6 4x4x3t, rh 2/e 2.2 4x4'xW 1 1 2.1 4 x 4 x W 1Y4 11/4 3.3 5x5x% 1V2 •' 1Y2 4.8 5x5x3'4 134 131'4 4.7 5 x 5 x 3'4 2 2 4.5 5x5x34 2% 2% 6.6 6x6xV4 2V2 2Y2 6.4 6x 6x 3'4 234 234 6.2 6 x 6 x 3'4 3 3' 5.9 .6 x 6 x 31 31% 3% 5.6 6x6x34 3Y2 3% 8.1 7x 7x3'4 334 334 7.8 7x 7x 3'4 4 ph -36 brace fitting brace fitting complete: fig. 112 pipe end only: fig. 113 c - . W HOLE �I ♦ SIZE I -PIPE END ONLY C FIG. 113 +e I =_ = }_ 1 p ...� �. • A -V MATERIAL: Malleable iron bracket and pipe end;"hex cap screw and nut. FINISH: Black. SERVICE: For bracing piping against sway and seis- mic disturbance. INSTALLATION: Normally two fittings are used: a fig. 112 complete attached to one end of an IPS nipple and a fig. 1.13 pipe end only attached to the other end. The��� . brace fitting complete connects to the building structure while the pipe end only connects to the pipe attach- ment. FEATURES: s • Two piece pivoted assembly accommodates any angle to structure. I • Sight hole in pipe end provides easy means$ of checking thread engagement. s ORDERING: Specify size, figure number, name. loads �i weights I I topped max recom load, Ib • weight (approx) Pipe Otte tension or compression lbs each A mite of 5 male of 3 59. 112 119.113' - 1 600 950 95 50 l Y4 's Soo 1350 1.4 80 ■ Minimum .safety factor at maximum temperature of 450 F and ' maximum IPS nipple length of 6 feet. ' dimensions (inches) tappedhob pipe size dim A 8 C D E H' RT W; 1 1 2-1/�a 1 "A' l Yi • m. 4i Y. 142 1 Y 1 2'hs 22/ts 11h 3'i Js S/ia 13'4' sr;5,; {"� ff`N r'. .f;f 6„ f r � �_•: r i w s a �r w fi r y r i y tF s .r k"• t ` f , i r .,�2 rc�> 7 JE +pis t 1 S � t :3Stt 4� k . i i- EYOUTH WITH A NESSION .f RICHARDSON• t.: if k ST I- i. Jf. YOUTH WITH A MISSION Richardson Springs, CA FIRE ALARM SUBMITTALS f System Contractor: EAGLE SECURITY SYSTEM 2300 Park Avenue Chico; CA 9592.8 (530) 345-6395 Contact Person: Sam Reich q .. ' FIRE APPROVE D PAN CONLY R 2 719 STA E FIRE MARSHAL NORTHERN REGION :7 TI JOR49A ;,7. 9Cid.ag^i1 CIKII T ; R 0 RADIONICS FIRE LITE WHEELOCK WHEELOCK RADIODIICS RADIONICS EQUIPMENT LISTING D7024 25/50 ET-1070SLM-UFR SR-241575-VFR D285TH D461 Fire Alarm Control Panel Emergency Voice Evacuation Control Speaker Strobe Smoke Manual Pull • U D7024 4 Zone, 24 V Fire Alarm Control Panel Features • Digital Fire Alarm Control/Communicator Transmitter (DACT) • Four Class B detector zones, expandable to eight • Each detector zone supports up to 20 two - wire smoke detectors Up to 18 programmable relay outputs Built in controller with LCD display program- mable for custom beat annunciation • Supports up to four remote Fre Command Centers Two notification appliance circuits on board • Internal 24 V DC, 4 amp power supply • System programming locally through built-in controller or remote fire system controller • 100 event Activity Logger • Built-in dual fine telco communicator • UL -listed • Option bus provides serial data interface for fire alarm accessories Description The Radionics D7024 Fire Alarm Control/ Communicator Panel is a four -zone panel (expandable to eight) and can connect to both two - and four -wire detectors: Each zone can support up to. 20 two -wire detectors or any number of four wire detectors (depending on available power). Two Notification Appliance Circuits provide up to 2.5 amps of 24 -volt power each to operate horns, strobes, bells, and other notification appliances. System control is menu -driven through a controller built into the panel, or through up to four optional remote D7033 Fre System Controllers. A viewing port in the keyed panel enclosure door leaves the system status LEDs and LCD display visible while leaving the -system control keys secure. Unlocking the enclosure door provides access to the controller keypad for silencing alarm and trouble conditions, zone bypassing, detector resetting, testing, and other fire functions as well as programming. These functions are also available to all D7033 Controllers connected to the system. All system controllers provide custom text annunciation on a backlit two-line LCD display and have a built-in sounder. Backlight intensity and sounder volume are programmable. Sixteen Personal Identification Numbers (PIN) are available for access to system control. Each number can be assigned an authority level to limit system control functions that may be accessed. The system stores events in a 100 -event memory log. The D7024 communicator reports to two telephone numbers with full single, double, and backup reporting and communicates in BFSK, SIA, Contact iD, and 4/2 and $/1 Tone Burst. The D7024 enclosure has space tar additional accessory modules and two 01218 12V, 17 Ah batteries or two D126 12V, 7 Ah batteries. Application The D7024 Is used in commercial and public building applications. It is listed by UL for Central Station, Local, Auxiliary, and Remote Steon Systems. z- 4 '00 6:09 Installation • The D7024 enclosure and the control/communica- tor are shipped together. A!I mounting hardware necessary for surface -mounting the enclosure and mounting the control/communicator in the enclosure is included. Specifications so • ._:ii:e,!�:' i 4C;AJh.':e:NV�Y-. !M' Wa• t+i?y0?i—;''qr%:6`"�:;'fi ,?,1=.i-• Prim Power 120 V AC operating Current 1.5 A Switched Auxiliary 24 V DC 0 1 A Power Supply (20.4-28.2 V DC filtered) Circuit Power 20.4 - 28.2 V DC (filtered) -initiating -Auxujary Power supply 20 - 30 V DC ® 1 A (unfiltered) Notification AppHanco 2 On -board Circuits Circuits (NAC) Outputs 2.5 A per Circuit Max. Option Bus Voltage Total Current - 4A Option Bus Cur=t 2.21 k 0 EOL Resistor On -board Relays 2 Form "C" contacts rated at 1 A. 120 V AC (limited to 24 V liCattoAB) Off -board Relays Up to 2 D7035 Remote Relay Modules providing 8 Form "C" relay outputs each Sensor Technology 2- or 4 -wire conventional detectors Sensor Circuits 4 initiating zones (expandable to 8) Sensor Deices per 20 2 -wire devices per zone Circuit Number of 4 -wire devices determined by available current 2 Wire Sensor Current 3 mA per circuit Display 2 line by 16 character per line alphanumeric backlit 4 LED System Indicators Keyboard 18 -key Remote Controller Up to 4 4 -LED 2 -line by 16 character per line alphanumeric back lit Pester JOptional operating Tem tore 320 F- 120' F PAGE.002 Dimensions Depth: 4 -1/4" Width: 15" Height: 20.3/4" Listings and Approvals • Underwriters Laboratories UL 864 • CSFM Ordering. Information •.:,,•, . ' )•ley__ Sensor Ci cctut Type Class B Required Cuftat for 25 mA Alarm End Of Line Power Super vision Module M$'ri33°m Line 15003 Resistance Fm System Controller Sensor Circuit Voltage 20.4 - 28.2 V DC (filtered) Sensor Circuit Currtmni 40 mA max. 2 D1218 12 V, 17AhBan 7-1/8"x3"x6-518 Option Bus Voltage 12 V 15% Option Bus Cur=t 500 mA aux• Dimensions Depth: 4 -1/4" Width: 15" Height: 20.3/4" Listings and Approvals • Underwriters Laboratories UL 864 • CSFM Ordering. Information LSO 9002 UL Certification No. 3946 ®1997 Radionics All rigbts reserved -11959B 09/97 ^"The Radionics logo is a registarud trademark of Radionics. D7024 Spe6t3catiew 1800 Abbott Street. Salinas, CA 93901, USA L769 Page 2 of 2 D7024 24 V DC 4 -Zone Fire Alarm Control Panel D185 Reverse Polarity S' Module D275' End Of Line Power Super vision Module 17030 Remote LED Display D7033 Fm System Controller D7034 Initiating Circuit Zone Expander Board, 4 zones D7035 Remote Relay Modulf, 8 2EtRts 2 D1218 12 V, 17AhBan 7-1/8"x3"x6-518 2 D126 12 V, 7 Ab Ba 6"x 2-9/16"x 3-15/16" LSO 9002 UL Certification No. 3946 ®1997 Radionics All rigbts reserved -11959B 09/97 ^"The Radionics logo is a registarud trademark of Radionics. D7024 Spe6t3catiew 1800 Abbott Street. Salinas, CA 93901, USA L769 Page 2 of 2 y — Oalifornlia D*Mettnertt of For "& Mrs Protectlotr. . C Office of the State Flim Flim Marshal LATeng Fire Engineering Division June -30,4998- LISTING;SERVICE LISTING No. 7165-0801:177 Page 1 of 1 CATEGORY: Control Unit (Non High -Rise) USTEE: Radionics, 1800 Abbott Street, Salinas CA 93901 Contact: Mark Hanna (408) 757-8877 DESIGN: Model 07024 fire alarm control unit. Power limited, local, automatic, manual, noncoded, remote station, central station, waterflow and sprinkler supervisory service. Refer, to the listee's data sheet for additional components description. System components: D7024 Control Unit D7034 4 -Zone Expander D7033 Keypad D7035 Expanded Relay Module 25899 End -of -line Resistor RATING: 120 VAC primary; 24 VDC Secondary INSTALLATION: In accordance with the listee's printed installation instructions, NFPA ..72, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating and UL label. APPROVAL: Usted as fire alarm control unit for use with separately listed compatible initiating and indicating devices. In order to comply to distinctive three -pulse Temporal Pattern Fire Alarm Evacuation Signal requirement (for total evacuation) per NFPA 72, 1993 Edition, the control unit must be used with audible appliances that can product the temporal pattern signal. Refer to manufacturer's Installation Manual for.details. NOTE: For Fire Alarm Verification Feature, the maximum Retard/Reset/Restart period must be adjusted to 30 seconds or less. Thb astirrg is based upon technical date submitted by the applicant. CSFM staff has reviewed the test results and/or other data &d does riot make an independent verification' or any claims. This lWag Is not en endorsement or recommendation of the /tam fisted. *-his erg should not be used to verify correct operational ragt&*M0nts or 10WORadon err7eda. Refer to l'ttes's date sheet• �'-` Installation instrueddas and/or other suitable information sources. x V • Flre•LITe®ALarms IncorPoraTeD GENERAL October 14, 1996 The FIRE -COMMAND -25/50 is a state-of-the-art, compact, stand-alone or slave Emergency Voice. Evacuation Con- trol. The FIRE -COMMAND -25/50 is offered in a self-con- tained, cost-effective design and includes a 25 Watt, 25 VRMs audio amplifier, commercial -grade emergency com-' munications microphone and alert tone generator, stan- dard. Additionally, an integral digital message generator provides a factory prerecorded voice announcement and , field record and playback capability. ; The FIRE -COMMAND -25/50 is suitable for use as an ad- junct to most UL listed Fire Alarm Control Panels (FACP) in slave applications or as a stand-alone system with the addition of an optional power supply/battery charger. Other options include a 25 Watt, 25 VRMs audio amplifier for system expansion to 50 Watts (providing dual 25 Watt speaker circuits) or as a secondary, backup amplifier in jurisdictions requiring such. A 70.7 VRMs converter is also available for .independently converting amplifiers to meet retrofit needs. A host of field -programming options, including.dual-mes- sage capability (fire, weather, non -fire, multi -language), makes the FIRE -COMMAND -25/50 the most versatile voice evacuation* system available. Suitable applications in'- clude, but are not limited to: schools, auditoriums, dormi- tories, theaters, restaurants, places of worship, motels/ hotels, office buildings, factories, etc. .� STANDARD FEATURES, • Integral 25 Watt, 25 VRMs audio amplifier with single Class A or Class B speaker circuit. • Standard, commercial -grade, emergency communi- cations microphone. • Integral Digital Message Generator with standard, factory prerecorded emergency evacuation message. - • Integral message generator includes 60 second capacity, with primary and secondary message capability (30 seconds each). •. Custom messages are field recordable without the addition of costly add-on modules utilizing microphone or audio input jack. • Digital message may be field -selected for 1, 2, 4; 8 or infinite repeat. • Built-in alert tone generators with steady, slow whoop, high/low or chime tone capability. • Field -selectable lead-in/trailing tone selection. • Alert tone selection(s) may be field -programmed to conform with ANSI S3.41 Audible Emergency Evacuation Signal (Temporal Pattern), per NFPA.' C-100 FIRE • COMMAND • 25/50 Emerg"n Voice Evacuation Control Section: Emergency Voice Evacuation PREL/MHURY •. Dual -optically -isolated, trigger input circuits are independently field -programmable for activation by polarity reversal (host FACP NAC) or dry contact -closure. • Powered from a host FACP's auxiliary power output or an external UL listed power supply, such as Fire-Lite's FCPS-24F, in slave applications. • Two -position switch provides ALL -CALL or Manual Evacuate functions. • Integral diagnostic LEDs include: Power, System Trouble, ALARM, Microphone Trouble, Message Generator Trouble, Tone Generator Trouble, Amplifier Fault and others. • For ease of service and maintenance, plug-in style terminal blocks are utilized for most field -wiring terminations. Independent Form -C trouble relay allows FACP to monitor voice system while in active (alarm) state. Integral piezo provides local audible indication for troubles. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications ISO -9001 or anticipate all requirements. All specifications are subject to change without notice.. Engineering and Manufacturing For more information, contact Fire -Lite. Phone: (203) 484-7161 FAX: (203) 484-7118 Quality System Certified to FI rOT00 8fr71S 12 Clintonville Road, Northford, Connecticut 06472 International Standard ISO 9001 Madeintheu.S.A. DF -51546 — Page 1 of 4 • Fully supervised, including integral microphone, amplifier output, message generator, speaker wiring and tone generators, in Standby and Active states. • Independent amplifier supervision: current limit, audio level, short circuit protection. • All outputs fully power -limited to meet latest UL requirements. • Current in -rush protection (limits current draw from external power supply during cold start). • Auxiliary power output provides local power for addressable control modules when used to activate FIRE -COMMAND. • Unique amplifier design features high signal-to-noise ratio. • Utilizes Surface Mount Technology. • Compatible with ALL Fire -Lite Fire Alarm Control Panels, as well as other manufacturers'. • Aesthetically pleasing design has similar look and feel to Fire-Lite's popular FACP's. OPTIONAL MODULES FC -AAM -25 • 25 Watt, 25 VRMs audio amplifier module. • Field -programmable for system expansion to 50 Watts (providing dual 25 Watt speaker circuits) or as a backup to the primary 25 Watt amplifier, where required. • Provides single Class A or Class B speaker circuit. • Utilizes plug-in style terminal blocks for ease of service and maintenance. • Fully supervised and power -limited. • Diagnostic LEDs include: yellow trouble LED (cable fault, 70 VRMS fault, amp fault) and green, amp functional LED. FC -PSM • Optional power supply/battery charger module for stand- alone applications. • Ground fault detection with diagnostic LED (yellow). • Brownout detection with battery transfer. • Battery trouble detect with diagnostic LED (yellow). • Battery saver operation. • Independent AC loss relay provides AC loss delay per UL, for independent monitoring by DACT (2 Amps at 24 VDC). • AC power on LED (green). • 17 AH battery charging capacity — up to 7 AH may be utilized in FIRE -COMMAND enclosure. 12 AH - 17 AH require Fire -Lite BB -17F battery box. • Large, teeter -plate terminal blocks easily accept up to 12 AWG for power terminations. FC-XRM-70 • Converts 25 VRMs audio outputs to 70.7 VRMS for retrofit applications. • Plugs directly on FC -AAM -25 module(s), allowing independent conversion to 70.7 VRMs. FC-LPS • Provides local digital message playback for user review of field -recorded custom messages. Page 2 of 4 — DF -51546 STANDARDS AND CODES The FIRE -COMMAND -25/50 will comply with the following standards: NFPA 72-1993 National Fire Alarm Code NFPA 101-1994 Life Safety Code UL 864 Standard for Control Units for Fire Alarm Systems SPECIFICATIONS SLAVE APPLICATIONS Primary Power: • 24 VDC (19.1 - 26.4) regulated, filtered. Standby Current: • 175 mA maximum @ 1 amplifier, 200 mA maximimum @ 2 amplifiers. Alarm Current: • 2.0 Amps DC maximum @ 1 amplifier, 4.0 Amps DC maximum @ 2 amplifiers. CAUTION. Ensure proper available current from host FACP auxiliary power output or UL listed power supply to support alarm current drain. Dual Command Input Circuits: • Trigger input Voltage: 9.0 to 32 VDC. Note: When programmed for reverse -polarity activation. Trouble Contact Rating: • 2.0 Amps at 24 VDC. Auxiliary Power Output: • Specific application power - 60 mA maximum. STAND-ALONE APPLICATIONS *Primary (AC) Power - Stand-alone applications: • 1.0 Amps max. @ 120 VAC, 60 Hz. *Secondary Power (Battery) Charging Circuit: • Supports lead acid batteries only. • Float charge voltage: 27.6V. • Maximum charge current: 800 mA. • Maximum battery capacity: 17 AH. *Note: requires optional FC -PSM Power Supply/Battery Charger Module for stand-alone applications. CABINET SPECIFICATIONS Door: 18.65" high x 15.65" wide x 1.08" deep. Backbox: 18.5" high x 15.5" wide x 4.25" deep. CONTROLS AND INDICATORS LED INDICATORS 1. Power On (green). 2. ALARM (red). 3. System Trouble (yellow). 4. Microphone Trouble (yellow). 5. Message Generator Trouble (yellow). 6. Tone Generator Trouble (yellow). .7. Record (green). 8. Playback (green). SWITCH CONTROLS 1. Record. 2. Silence. 3. Playback. 4. Manual Evacuate. 5. All Call. • • • 5? U U ORDERING INFORMATION FC -25/50 — 25 Watt, 25 VRMs, slave Emergency Voice FC-LPS — Optional Local Playback Speaker. a Evacuation Control, with integral microphone, digital mes= PS -1270. —Battery, 12 volt, 7.0 AH (two required for stand-' sage generator and single Class A or Class B speaker alone applications). circuit. ' PS -12120 — .Battery, 12 volt, 12.0 AH, (two required for FC -AAM -25 — Optional 25 Watt, 25 VRMs Audio Ampli- stand-alone applications — requires BB -17F Battery Box.)' fier Module with single Class A or Class B speaker circuit. FC -PSM — Optional 120 VAC, 60 Hz Power Supply/ PS -121.70 — Battery, 12 volt, 17.0 AH, (two required for, Battery Charger Module for stand-alone applications. stand-alone applications — requires BB -17F Battery Box). .' � BB -17F — Battery Box, required to mount PS -12120 or FC-XRM-70 — Optional 70.7 VRMs Converter Module (1 PS -12170 batteries. required per amplifier). SYSTEM CONFIGURATION 25 Watt, 25 VRMs Optional Audio Amplifier . Audio Amplifier Module ' 25 Watt, 25 VRMs r (FC -AAM -25) � r W mmo:: _, 0 0m0 - m : 3 MASTER Optional 'm o T91 `.. 182 ,,, Tv o COMMAND Power Supply '°' � 0- o `O BOARD Module ' . %®o; ® (FC-MCB) 'r (FC -PSM) �.' cow PpJ. 00 00* i r 0oB1s ®o–ram a PI S T117 • 7J101T.IIj '�' ice' TI INTEGRAL MICROPHONE Optional' 70.7 VRMs i=tom i Transformer - Module_ (FC-XRM-70) ; O I O r Optional ' BATTERIES ' t DF -51546 = Page 3 of 4 i I APPLICATIONS EXAMPLES Master Board and One Speaker Circuit A very basic application consists of one FIRE -COM- MAND -25/50 Master and one amplifier with a single speaker circuit. A second amplifier can be installed as a backup if desired. This configuration is suitable for small facilities requiring no more than 25 watts of output power. A single fire evacuation message will be generated during an alarm condition from the host FACP. In this application, the NAC from the host FACP is connected to CMD1. The CMD1 out terminals are then terminated with a EOL for a Style Y Notification Appliance Circuit (NAC) or the terminals are wired back to the host FACP for a Style Z NAC. S5 DIP switch 2 is set to OFF which causes the speaker cir- cuit to be activated by the CMD1 input. S5 DIP switch 5 is set to OFF which causes CMD1 input to be acti- vated by a reverse polarity condition. NOTE. FIRE -COMMAND -25150 may be configured for use as a manual evacuate system only, without need for FACP NAC or contact closure for activation (trigger). Master Board and Two Speaker Circuits This application consists of one FIRE -COMMAND -25/ 50 Master and two speaker circuits which requires installation of the optional second amplifier (FC -AAM - 25). This configuration is suitable for small facilities requiring no more than 50 watts of output power. A fire evacuation message (primary) will'be generated over both speaker circuits during an alarm condition from the host FACP and an emergency (secondary) 'nonfire' message (e.g., weather alert) can be manu- ally generated over both circuits. Master Board & FACP One Speaker Circuit NAC Outp Style Z ; 20 K, 1/2 W EOL (Style Y only) EOL - value dependent on host FACP (Style Y only) TB6 AUX CMD1 IN CMD2 IN POWER Style Z 25/50 Master Board AMP 7 Master Board & Two Speaker Circuits EOL - value dependent on host FACP (Style Y only) In this application, the NAC from the host FACP is connected to CMD1. The CMD1 out terminals are then terminated with an EOL for a Style Y NAC or the terminals are wired back to the host FACP for a Style Z NAC. CMD2 is connected to a normally open con- tact which can be used to manually generate an emer- gency 'nonfire' message (e.g., Tornado MFA). S5 DIP switch 2 is set to ON which causes transmis- sion of the primary 'fire' message over speaker cir- cuits 1 and 2 upon activation of CMD1 and transmis- sion of the secondary 'nonfire' message over speaker 20 K, 1/2 W EOL circuits 1 and 2 upon activation of CMD2. S5 DIP (Style Yonly) switch 5 is set to OFF which causes CMD1 input to be activated by a reverse polarity condition and S5 DIP switch 6 is set to ON which causes CMD2 input to be activated by a contact closure. NOTES: 1) FIRE•COMMAND•25/50 may be configured for use as a manual evacuate system only, without need for FACP NAC or contact closure for activation (trigger). 2) Command input one (CMD1 - primary message) activa- tion overrides comand input two (CMD2 - secondary mes- sage) activation. Page 4 of 4 — DF -51546 Host FACP Style Z ; 4.7 K. 1/4 W EOL MASTER CMD1 IN CMD2 IN CMD OUT 25/50 /� Master Board / \ MASTER A Style Z Style Z 20 K, 112 W EOL' ; (Style Y only) ; Tal Tet I Tal First Amplifier Mounted on Master Second Amplifier Mounted on Master (Optional AAM -25) • • • " k:anrornia iieparuncini vi rviaziuy cc , „o , Office of the State Fire Marshal F C Listing Expires ®0F • PreFire Engineering June 30, 1998 �A � uL LISTING SERVICE L- LISTING No. 6911-0075:181 Page 1 of 1 ' CATEGORY: Voice Communication System Control Units LISTEE: Fire -Lite Alarms, 12 Clintonville Road, Northford CT 06472-1653 Contact: Larry Flood (203) 484-7161 DESIGN: Model Fire Command 25%50 single zone voice evacuation/emergency message pane. Refer to listee's data sheet for additional detailed product description and operational considerations. System components: Master Command Board Master Unit Circuit Board FC -PSM Power Supply Module FC -AAM -25 Audio Amplifier Module FC-XRM-70 Transformer Module FC-LPS Local Playback Speakers RATING: INSTALLATION: MARKING: APPROVAL: 120 VAC, 24 VDC In accordance with listee's printed installation instructions, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction. Listee's name, model number, electrical ratings and UL label. Listed as voice communication. system for use with separately listed compatible .+ fire alarm control units to provide emergency voice evacuation signals. 08-20-97 This listing is based upon technical data submitted by the applicant. CSFM staff has reviewed the test results and/dr other data but does not make an independent verification of any claims. This fisting is not an endorsement or recommendation of the item fisted. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instruct/ohs end/or other suitable information sources. ISSUED: AUGUST 20,.199% AUTHORIZED BY: Effective issue date to expiration date Deputy BEN Q. HO Program Coordinator T00.n SZIIS2II3 8TTL686 YV3 VZ:OT SILL 86/TC/F0. s Series ET Speakers and Strobe Speakers Wheelock's Series ET provides a full range of rugged, high performance speakers and speaker/strobe combinations Wcecifically designed to meet the critical needs of the life safety industry for voice and tone signaling. Available in com- t, aesthetically pleasing package styles, each ET model covers both 25 and 70.7 volt audio systems, and has multiple _wattage taps from 1/8 to 8 watts. Their high -efficiency design provides improved voice clarity and higher sound output for typical low frequency fire evacuation signals, such as the "slow whoop", "code -3" and temporal patterns. The ET Series provides unequaled performance and installation flexibility at the job site, while minimizing confusion about mounting and performance capabilities. Cost savings are maximized through reduced power supply and wiring costs, lower inventory costs, and lower cost backboxes. Features • Approvals include: UL Standard: 1971(Signaling Devices for the Hearing Impaired), and UL Standard 1480 (Speaker Appliances), California State Fire Marshal (CSFM), New York City (MEA) and Chicago (BFP) Vandal Resistant , Models. • High efficiency speakers designed for maximum output at mini- mum wattage across 400 to 4000 Hz frequency range. • Field selectable taps for 25 or 70 VRMS operation from 1/8 watt up to 8 watts in 3 dB steps. • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. • ET Strobe Speaker models available with 15, 15/75, 30 and 75, candela strobes featuring wide 20-31. VDC Listed voltage range with low current draw and low temperature compensation to re- duce power consumption and wiring costs. • Wheelock's patented LS, LSM, MS, IS, HSW and all-new syn- chronized strobe designs offer fire alarm designers, specifiers and installers the industry's widest selection of UL 1971 Listed strobe products. • Series ET speaker strobes equipped with SUSLM synchro- t ` IWized strobes, when used in conjunction with Wheelock M/DSM Sync Modules, produce a synchronized strobe flash for compliance with ADA guidelines concerning photosen- sitive epilepsy. • The LSM and SLM Series 15/75 candela wall mounted strobes are listed at 15 candela under UL Standard 1971 and meet 75 candela intensity on axis for ADA guidelines, with low current draw. • All audio and strobe inputs compatible with standard reverse I polarity type supervision of circuit wiring by an alarm panel. • Four attractive package styles for flush, semi -flush or surface mounting to standard low cost backboxes. • Choice of vandal resistant die cast grilles (ET -1010/1080) or general purpose metal grilles (ET -1070/1090). • Sealed back speaker construction for extra protection and im-, proved audibility. • Easy installation with In/Out screw terminals using #12 to #18 AWG wiring. • Compliance with RFI limits in FCC Part 15, Class B for compati- bility with sensitive detection and communication circuits. 0, Series ET -1090 + LS/MS/IS - Series ET -1070 + LS/LSM/MS/IS Series ET -1010 WhPRIOC.IC 21 Specifications and Ordering Information I '{ Model Number # I Order Code : Nominal Voltage VDC Strobe Current Requirements (AMPS)12 VDC Models Strobe Current Requirements (AMPS) 24 VDC Models Mounting 0 tions** RS-2415-VFR . Voltage 24 Rated Average Current Voltage -Rated Peak Current Rated Avera a Current I I Rated Inrush Current Rated Peak Current 15cd 15cd/75cd Rated Inrush Current 15cd. 15cd/75cd 15cd 15l15cd 30cd 75cd 110cd 15cd15/75cd 30cd 75cd 110cd 15cd 115fl5cd 30cd 75cd I 110cd 20.0 VDC 0.80 .115 .135 .245 .295 .160 .250 .288 .510 .765 .210 .225 .280 .660 .440 24.0 VDC 0.80 .115 .135 .225 .240 .190 .260 .296 .450 .770 .250 .270 .280 .660 .530 31.0 VDC 0.80 .115 1 .135 .195 .200 .210 .260 ..296 .370 .810 .320 .360 .300 .880 .710 20.0 VFWR 0.80 .125 .135 .258 .400 .210 ` .350 .390 .714 .765 .320 .315 .390 .930 .600 24.0 VFWR 0.81 .125 .135 .233 .345 .216 ; .365 .390 .640 .775 .380 .380 .390 .930 .800 31.0 VFWR 0.91 .125 .135 .196 .310 .240 .365 .390 .520 .830 .450 .500 .420 1.25 1.040 I '{ Model Number # I Order Code : Nominal Voltage VDC Strobe Current Requirements (AMPS)12 VDC Models Average Current* /(Amps), Mounting 0 tions** RS-2415-VFR . Voltage 24 Rated Average Current : -Rated Peak Current RS-241575-VFR 6601.., Rated Inrush Current 15/75 15cd 15cd/75cd 30cd 15cd. 15cd/75cd 30cd 15cd 15cdi/5cd 30cd 10.5 VDC .160 .220 .235 .340 .470 .560 .300 - .440 -.500 12.0 VDC .160 .220 .235 .340 .470 .560 ' .300 .440 .500 15.6 VDC .160 .220 .235 .340 .470 .560 .390 .470 .650 10.5 VFWR .175 .230 .240 .475 .660 .730 .420 ' ' .620 .700 12.0 VFWR .175 .230 .240 .475 .660-1-.730 .420 .620 .700 15.6 VFWR .175 .240 .250 ..475 .660 1 .730 .545 .660 .910 I '{ Model Number # I Order Code : Nominal Voltage VDC Strobe .. Candela CD Average Current* /(Amps), Mounting 0 tions** RS-2415-VFR . 6600 _ 24 15 .074 B,D,E,F,G,J,N RS-241575-VFR 6601.., .24 15/75 .100 B,D,E,F,G,J,N RS-2430-VFR 6602 ; 24 30 .124 B,D,E,F,G,J,N RS-2475-VFR 6603 1 24 75 .200 B,D,E,F,G,J,N RS-24110-HFR 6380 24 110 .200 E,H RSA 2a1�7.fR' :;-66Q4` .7 5 j`2:��: ARS-123.Q`VF SR-2415-VFR 6607 I 24 15�__ .096 t B,D E F G J N- `"SR-241575-VFR 6608. 24 15/75 .138., B,D,E,F,G,J,N "-WM3T=24=VFR 1-4911-1-24-1117-- -`088" J;K -- --- ^---'" SINGLE CIRCUIT SM SYNC MODULE*** S1V1 12/A,13 ,n ��A c .692 ✓24 A14�IV x.025 :x�a E,N DUAL CIRCUIT DSM SYNC MODULE*** 24 .038 W Average current per actual Wheelock Production Testing 0124 VDC Nominal Voltage. For rated average, peak and inrush current across the listed voltage range for both filtered DC and full - wave rechhed (FWR), see the installation instructions or tables below. Refer to Data Sheet # S7000 for mounting options or catalog page 34. *' SM Sync Modules are rated for 3.0 amperes at 12/24 VDC; DSM Dual Circuit Modules are rated for 3.0 amperes per circut. The maximum number of interconnected DSM modules is twenty. 1. Models code suffix: V = vertical lens; C = ceiling lens; F = fire lettering; R = red plate; W = white plate. - P #. Also available in white, please call customer service for order code and delivery information. Series RS/SR Strobe products are UL 1971 Listed for indoor use with a temperature range of 32° F to 120° F (0° C to 49° C) and maximum humidity of 85%. S The letters SR denote synchronized models. WM3T-24-VFR = UL 1638 only ; SEE PAGE 4 FOR GENERAL AND TECHNICAL NOTES. F' F t n a 1 whe dock,5 .�. California Department of Forestry & Fire Protection Office of the State Fire Marshal PreFlre Engineering �.► 6TATL LISTING SERVICE • • C. LISTING- No, ..•.. 7125-0785:133 CATEGORY: Fire Alarm Devices for the Hearing Impaired Listing Expires', j June 30, 1990. Page 1 a ;1 j LISTEE: Wheelock, 273 Branchport Ave., long Branch NJ 077.40 Contact: Luy Nguyen (908) 222-6880 Fax (9081222-8707 DESIGN: Models RS or #RSP -1215, -121575, -1230, •2415, •241575, -2430, •247. 24110 strobe lights: and SR or 'SRP -2415, -241575, -2475, -241.4 synchronized strobe lights. Models may be followed by any t44 alphanumeric characters indicating Ions orientation, lens lettering and prodot color. Refer to listee's data sheet for additional detailed product description- Odd operational considerations. RATING: Flash rate: 60 flashes/min Voltage: 12 (10,5 - 15,6 VDC) or 24 (20-31 VDC) Candela: 15 (15 cd), 1575 (15!75 cd), 30 (30 cd), 75 (75 cd), 110 (110 cd) INSTALLATION: In accordance with listee's printed installation instructlons, applicable codo 1& ordinances and in a manner acceptable to the authority having juriasdic n. Suitable for ceiling/wall mount except for models RS -121575, -24157 , j - 24110, SR -121575, -241575, -24110, RSP -121575, -241575, SRP -2415, RSP -24110 and SRP -24110 are for wall mount only. Model 'RS -241 10, R P- 24110, 'SR -241 10 and SRP -24110 are also suitable for ceiling mount and xFje candela rating is reduced to 100 cd. ' MARKING: Listee's name, model number, electrical/candela rating and UL label, `i APPROVAL: Listed as strobe lights suitable for the hearing impaired when use In conjunction with separately listed electrically compatible fire alarm control un�ti. For Indoor use only. Models SR or SRP -2415,--241575, -2475 and -24111;0 synchronized strobes must employ Models SCM -24, SM -12/24 or DSM -I V24 Sync Control Modules 'Corractad 11-1.4-46 'TAIs ftfl ig is basad upon technical data submitted by the applicant. CSiM staff hes reviewed the test results anof other data but does not make an independent vgrH7catfon of any claims. This #sting is riot on endorsement or recommendation iof the Item listed chis fisting should nocbe used to verify correot operational requirements or installation criteria. Refer tq.4tea's date Sheat, Installation insbuctions and/or other suitable Information sources. ISSUED: JULY 1, 1997 AUTHORIZED BY: Elfea%4-e ioeue•dAte to sxpiretion dre Deputy BEN 0. HO Program Coordinator 4 Series RS Strobes and SR Sync Strobes Wheelock's Series RS Strobe and SR Sync Strobes are designed for maximum performance, reliability, and cost-effec- tiveness while meeting or exceeding the latest requirements of NFPA 72 (the National Fire Alarm Code), ANSI 117.1 (the American National Standard for Accessible and Usable Building and Facilities), and UL Standard 1971 (Signaling devices for the Hearing Impaired). RS/SR Strobe Signals, when properly specified and installed in accordance with NFPA/ANSI Standards, can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Sec- tion 2.2) by meeting or exceeding the illumination which results from ADA's strobe intensity guidelines of 75 candela at 50 feet. This is an illumination of 0.030 lumens per square foot. Wheelock's Series RS/SR Strobes employ an integral Strobe Mounting Plate (patent pending) that makes it easy to mount to a variety of backboxes. The strobes can be mounted to single -gang, double -gang, 4" square, or 100 mm European backboxes. An attractive cover plate is provided for a clean, finished appearance. By specifying and installing Series SR synchronized strobe products, along with Wheelock SM/DSM Sync Modules, synchronized strobe flash is achieved. Synchronized strobes can eliminate possible restrictions on the number of strobes in the field of view. Wheelock's synchronized strobes offer an easy way to comply with ADA recom- mendations concerning photosensitive epilepsy. Features • Approvals Include: Underwriters Laboratories (UL 1971). Submitted for California State Fire Marshal (CSFM), New York City (MEA), Chicago (BFP), Factory Mutual (FM). • ADA/NFPA/ANSI compliant. • All models meet ADA Guideline for minimum one flash per sec- ond from 20-31 volts or 12.0 to 15.6 volts. • Low current draw with low temperature compensation to reduce power consumption and wiring costs. • Available in 15, 15/75, 30, 75, and 110 candela intensity. • 15/75 candela wall mounted strobes were UL tested for 75 cd on axis. They are listed at 15 candela under UL 1971 and meet 75 candela intensity on axis for ADA guidelines. • SR strobes and SRP strobe plates, when used in conjunction with Wheelock SM/DSM Sync Modules, produce a synchro- nized strobe flash for compliance with ADA guidelines con- cerning photoepilepsy. • Strobe Mounting Plate (RS/SR models) allows mounting to sin- gle -gang, double -gang, 4" square or 100 mm European back - boxes. No additional trim plate required for flush mounting. • Polarized 12 and 24 VDC models with wide listed voltage ranges using filtered DC or unfiltered FWR input voltage. • Fast installation with IN/OUT screw terminals using #12 to #18 AWG wires. • Compliance with RFI limits in FCC Part 15, Class B for compat- ibility with sensitive detection and communication circuits. Series RS and SR Series RS and SR with Strobe Mounting Plate WM3T Since UL 1971 strobes cannot be Listed for outdoor use, Wheelock offers WM3T strobes for outdoor installations requir- ing weatherproof devices and private mode locations where UL 1971 strobes are not required. They are UL 1638 Listed at 117cd and are designed for surface mounting indoors or out- doors. 14 WheebGc ONLY 88 MILLIAMPS 18-31 VDC Specifications NOTES 1. Frequency range of speakers is 400-4000 Hz. 2. A 10 pF blocking capacitor for DC supervision of audio lines by the F.A.C.P. is factory wired in series with the speaker input. 3. dBA is rated per UL 1480. ACAUTION: Always operate audio amplifiers and speakers within their specified ratings. Excessive input may distort sound quality and may damage audio equipment. Do not exceed +30% of speaker rated voltage per UL 1480. Improper input voltage can damage speaker: If distortion is heard, check for clipping of the audio signal with an oscilloscope and reduce the amplifier level or gain level to eliminate any clipping. Speaker dBA at 10 Feet Rated Watts 1/8 1 1/4 1 1/2 1 4 1 8 Models 78 1 81 1 84 87 93 1 96 NOTES 1. Frequency range of speakers is 400-4000 Hz. 2. A 10 pF blocking capacitor for DC supervision of audio lines by the F.A.C.P. is factory wired in series with the speaker input. 3. dBA is rated per UL 1480. ACAUTION: Always operate audio amplifiers and speakers within their specified ratings. Excessive input may distort sound quality and may damage audio equipment. Do not exceed +30% of speaker rated voltage per UL 1480. Improper input voltage can damage speaker: If distortion is heard, check for clipping of the audio signal with an oscilloscope and reduce the amplifier level or gain level to eliminate any clipping. 0 22 Wheelock Table 2: Sync Strobe Current Requirements (AMPS) Table 1: Strobe Current Requirement (AMPS) Rated Average Current Rated Peak Current Rated Inrush Current Voltage Voltage ' Rated Average Current SL SLM Rated Peak Current .096 .138 Rated Inrush Current .252 LS MS LSM IS HSW LS MS LSM IS HSW LS MS LSM IS HSW 20 VDC .080 .135 .115 .240 .280 .160 .288 .250 .500 .680 .210 .280 .225 .650 .550 24 VDC .080 .135 .115 .225 .230 .190 .296 .260 .450 .570 .250 .280 .270 .660 .660 31 VDC .080 .135 .115 .195 .190 .210 .296 .260 .370 .520 .320 .300 .360 .880 .850 20 VFWR .080 .135 .125 .253 .280 .210 .390 .350 .700 .960 .320 .390 .315 .920 .780 24 VFWR .081 .135 .125 .233 .230 .216 .390 .365 .640 .830 .380 .390 .380 .930 .930 31 VFWR .091 .135 .125 .196 .190 .240 1 .390 .365 .520 .750 .450 1 .420 .500 1.25 1.20 0 22 Wheelock Table 2: Sync Strobe Current Requirements (AMPS) Rated Average Current Rated Peak Current Rated Inrush Current Voltage SL SLM SL SLM SL SLM 20.0 VDC .096 .138 .192 .310 .252 .252 24.0 VDC .096 .138 .228 .320 .300 .300 31.0 VDC .096 .138 .252 .320 .384 .384 20.0 VFWR .105 .150 .252 .435 .384 .384 24.0 VFWR .100 .150 .260 .450 .456 .456 VFWR .096 .152 1 .288 .450 .540 .540 0 22 Wheelock �J Ordering Information Series Model Number Order Code Strobe Candela dBA @ 10 ft Strobe Average Current** @ 24 VDC Mounting**** Options ET -1010-R 3135 --- 78-96 --- E,K,N,R,S,T,U ET -1010-W * 3137 --- 78-96 --- E,K,N,R,S,T,U ET ET -1070-R 3138 --- 78-96 --- L,O,P,Q,T,U,V Speakers ET -1 070-W * 3139 --- 78-96 --- L,O,P,Q,T,U,V ET -1 080-R 3141 --- 78-96 --- L,O,P,Q,T,U,V ET -1 090-W * 3145 --- 78-96 --- ON ET-1070-LS-24-VFR 5205 15 78-96 .074 L,O,P,Q„V ET -1070 -LS -24 -VFW * 5392 15 78-96 .074 L,O,P,Q,V ET-1070-SL-VFR 6318 15 78-96 .096 L,O,P,Q,V ET-1070-LSM-24-VFR 5203 15/75 78 96__., - .100 L,O,P,Q,V ET-1070-SLM-VFR 6319 —_ 15/75 78-96 .138 L,O,P,Q,V ET -1070 -LSM -24 -VFW 5672`` —15/75 78-96 .100 L,O,P,Q,V ET-1070-MS-24-VFR 5334 30 78-96 .124 L,O,P,Q,V ET -1070 -MS -24 -VFW * 5333 30 78-96 .124 L,O,P,Q,V ET-1070-IS-24-VFR 5366 75 78-96 .200 L,O,P,Q,V ET -1070 -IS -24 -VFW * 5392 75 78-96 .200 L,O,P,Q,V ET-1080-LS-24-VFR 5209 15 78-96 .074 L,O,P,Q,V Strobe ET -1080 -LS -24 -VFW * 5210 15 78-96 .074 L,O,P,Q,V Speakers ET-1080-SL-VFR 6320 15 78-96 .096 L,O,P,Q,V ET-1080-LSM-24-VFR 5207 15/75 78-96 .100 L,O,P,Q,V ET-1080-SLM-VFR 6321 15/75 78-96 .138 L,O,P,Q,V . ET -1080 -LSM -24 -VFW * 5208 15/15 78-96 .100 L,O,P,Q,V ET-1080-MS-24-VFR 5335 30 78-96 .124 L,O,P,Q,V ET -1080 -MS -24 -VFW 5336 30 78-96 .124 L,O,P,Q,V ET-1080-IS-24-VFR 5368 75 78-96 .200 L,O,P,Q,V ET -1080 -IS -24 -VFW * 5367 75 78-96 .200 L,O,P,Q,V ET-1090-LS-24-CFW * 5211 15 78-96 .074 QV ET-1090-SL-CFW 6322 15 78-96 .096 ON ET-1090-MS-24-CFW * 5338 30 78-96 .124 Q,V ET-1090-IS-24-CFW * 5369 75 78-96- 8-96 .200 ON . Input Voltage Average Current SINGLE CIRCUIT SYNC MODULE*** f SMt 2-�. 4OWfZw- �.r �63(i9 ,12xgr:24 W Ad;1.4/ DUAL CIRCUIT SYNC MODULE*** DSMp12/24R�''ra-r ..37412 0�424r X020%38 NOTES . ` Refer to ADAAG present limitations on ceiling mounting. 1. ET -1010/1070/1080 models can be used with Wheelock's model HSPW-24-HFR strobe/plate assembly for 110 candela strobe ' Consult Customer Servive for Availability. speakers. 2. All ET Series models have field selectable taps for 1/8,1/4,1/2,1, 2, 4 or 8 watt operation (4 watt tap not available with 25 Vrms input). 3. Models code suffix: V = vertical lens; C = ceding lens; F = fire lettering; R = red plate; W = white plate. 4. ET -1010 speakers (without strobes) are Listed for indoor/outdoor use with a temperature range of -31 ° F to 150° F (-35° C to 66° C) and maximum humidity of 95%. All other ET speakers and strobe speakers are Listed for indoor use with a temperature range of 32° F to 120° F (0° C to 49° C) and maximum humidity of 85%. ” Average current per actual Wheelock Production Testing @ 24 VDC Nominal Voltage. For rated average, peak and inrush current across the listed voltage range for both filtered DC and full - wave rectified (FWR), see the installation instructions or tables 1 and 2 on previous page. SM Sync Control Modules are rated for 3.0 amperes at 12/24 VDC; DSM Dual Control Modules are rated for 3.0 amperes per circuit. The maximum number of interconnected DSM Modules is twenty (20). Refer to Data Sheet #S7000 for mounting options or catalog page 34 for further information. The letters SL & SLM denote synchronized models. SEE PAGE 4 FOR GENERAL AND TECHNICAL NOTES. Wheelock 23 MAR 31 '98 03:02PM ASI SANTA CLARA California Department of Forestry & Fire Protection Office of the State Fire Marshal t.\ PreFire Engineering ®[TA1$t11CWYStiAI LISTING SERVICE L� LISTING No: CATEGORY: LISTEE: DESIGN: 7125-0785:125 Fire Alarm Devices for the Hearing Impaired P.1 Usfing Expires- June xpiresJune 30, 19913 Wheelock Inc,, 273 Branchport Avenue, Long Branch, NJ 07740 Contact: Luy Nguyen (908) 222-6880' Fax (908) 222-8707 Page 1 of 1 Models ET -1070, ET -1071, ET -1080, ET -1081, I T-1090; ET -1091, E-7025, E- 7070, E-9025 and E-9070 speaker/strobes with .the following suffixes: LS or SL (1 SO), LSM or SLM- (15cd/75cd), MS or MSP (30cd), IS (75cd), HSW or HSPW or SHPW- (1 10cd), 12 (10-15.8 VDC) or 24 (20-31 VDC) No Suffix (60 flashes/mini or L (20 flashes/min) Units may follow by suffixes to designate orientation, lettering and plate color. Refef to listee's data sheet for additional detailed product description and operational considerations. INSTALLATION: In accordance with listee's printed installation instructions and applicable codes and ordinances. Models using LSM, SLM- HSW or HSPW strobes ire for wall mount only. Other units are suitable for wall or ceiling mount. MARKING: Listee's name, model number, electrical/candela rating and UL label. APPROVAL: Listed as audible/visual, signaling devices suitable for the hearing impaired when used in conjunction with separately listed electrically compatible fire alarm control units. For indoor use only. #Model with suffix SL, SLM or SHOW employs a synchronized strobe and must be used with Model SCM -24 sync control module. • Rev. 06-1'2.es This Faring is based upon technical date submirted by the appncent, CSFM staff has reviewed the test results an4lo other date but does not make an independent verift;ation of any claims. This !/sting is not an endorsement or recommendation o/ the Item llsted This listing should not be used to verify correct operational requirements or inste/letlon crlterle, Refer to listee's date sheet, installation./nstroctions end/or other suitable inlormatlon sources. • 1StUED: JULY 1, 1997 Effective ;tout date to expiration date AUTHORIZED BY: Deputy BEN 0. HO Program Coordinator t • Two -wire or four -wire application, depending onl base • Chamber CheckTm rapid -flash LED Automatic Trouble Indication 'reports contaminated chamber • Flashing LED power indicator • Steady -on LED alarm indicator , • Modular Design ' • D285TH model incorporates a 135°F Heat Sensor. �i Description These smoke detector heads are a part of two- { component modular detectors, the second component being the detector base. The bases are permanently attached and wired to backboxes. The interchange -able heads quickly detach for replacement and cleaning without disturbing the circuit wiring., Head removal results in a trouble signal at the panel.. The Radionics D285 photoelectric smoke detector head uses an LEDlight source and a silicon photo diode to measure light in a chamber. In normal conditions the light source is absorbed in the chamber. -The presence of a significant number of ' particulates allows the light to -reflect to the photo diode. Diode measurements exceeding the alarm , threshold cause the -unit to signal an alarm condition: The detection chamber, designed for reliable smoke entry characteristics, is protected by a micro -fine insect screen to reduce dust'accumulation and j minimize nuisance alarms. l To further reduce nuisance alarms, the D285 and j D285TH heads check their calibration. This Chamber CheckTM feature is -automatic.' If the head i is out of calibration for a period exceeding 24 hours,l the Trouble/Alarm LED flashes once per second, three times the Normal rate. I I These heads have aninternal diagnostic test that is activated' by an external magnet. This test results in a specific LED and alarm circuit responses to, indicate:. • Head within calibration standards • Head settings exceed sensitivity standards •, Head settings below sensitivity standards • Detector head not operational. y This test is especially useful in environmentally unstable or clean areas. The D285TH is a D285 smoke detector head combined with a 135 ° F heat.sensor. These heads have a socket that accepts the D1.005 test cable. The D1005 connects to the head and allows a voltmeter to read the sensitivity of the device. Application Smoke detectors are intended for detection circuits that protect personnel. Heat.detectors are appropriate for circuits that protect property. The D285'Photoelectric Smoke Detector is'designed to detect the large smoke particles which typically, result from wood, paper, and fabric combustion. The D285TH, which has an added fixed temperature sensor, expands the detector application to confined areas where a fire increases air temperature slowly and where there is a substantial increase in air temperature before the firebreaks confinement, such as furnace rooms, closets, and other confined areas. ©1996 Radionics All rights reserved Radionicf TmThe Radionics logo is a registered trademark of Radionics, 1800 Abbott Street, Salinas, CA 93901, USA 33434B 10/96 D285, D285TH Specifications Page 1 of 2 I Installation • These detector heads are a part of a compound device. The detector base installs over a backbox and contains all the wiring. The detector head attaches to the base by hand aligning the head with the base and turning it clockwise. No tools are required for installation other than the hex key used to tighten the optional tamper screw. Install, test, and maintain these devices according to the Installation Instruction, NFPA 72, Local Codes, and the Authority Having jurisdiction. Failure to follow these procedures may result in failure of the detector to initiate an alarm condition. Radionics is not responsible for devices that are improperly installed, tested, or maintained. Specifications • • Dimensions Diameter 4" Height 1-1/4" Listings and Approvals • Underwriters Laboratories • CSFM • NYC - MEA Ordering Information s ,�Mod0V'�t NVgI ��®285TI1' Wiring See Detector Base Specifications Start-up 12/24 V Photoelectric Smoke Head Current 120 pA Max. Standby 8.5 - 33. V DC 10 - 30 V DC Voltage 2 -wire 4 -wire Standby 80 uA Q 12 V DC Current 90 pA Q 24 V DC 100 pA Q 30 V DC Alarm See Panel Current I 100 mA Max. 16 - 18 mA Operating with sounder Temperature 32'F - 1'00'F, 0 to 95% RH Dimensions Diameter 4" Height 1-1/4" Listings and Approvals • Underwriters Laboratories • CSFM • NYC - MEA Ordering Information s ,�Mod0V'�t �" n _ �;: Descry .tion§ h rf; D285 12/24 V Photoelectric Smoke Head 12/24 V Photoelectric Smoke Head D285TH with 135 ° F Heat Sensor D288 6" Dia. 12/24 V 2 -wire Base 6" Dia. 12/24 V 4 -wire Base D293A with Form "C" Relay Remote Alarm LED Option 6" Dia. 12/24 V 4 -wire Base EOL Power Supervision Relay D293E Aux. N/O Relay Remote Alarm LED Option 6" Dia. 12/24 V 4 -wire Base D293S with sounder Remote Alarm LED Option D275 End Of Line Power Supervision Module D1004 Removal/Test Tool for D285 and D285TH ©1996 Radionics All rights reserved TMThe Radionics logo is a registered trademark of Radionics, 1800 Abbott Street, Salinas, CA 93901, USA "33434B 10/96 13285,13285TH Specifications Page 2 of 2 • • L[S. l'N" G* SERVICE LISTING No. 7272-0801;182 dcrriq 30, 7098 �;` Page 1 oil CATEGORY: Photoelectric Smoke Detectors LISTEE: Radionics, Inc., 1800 Abbott Street, Salinas, CA 83901 Contact: Mark Hanna (408) 757.8877 DESIGN: Models 0285, 0285TH, 0263, 0263TH, D273,.and D273TH smoke detector$. Model 0285TH, D263TH and 0273TH employ a 1350 fixed temperature. haat detector. Refer to Wee's data sheetfor additional detailed product description and operational considerations, RATING: 8.5 - 33.0. VDC INSTALLATION-. In accordance with listee's printed installation Instructions, applicable codes & ordinances and In a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating and UL label. APPROVAL: Listed as photoelectric smoke detectors for use with separately listed compatible, fire alarm control unit. Models D265 and D285TH are intended for use with seoarately listed bases. XLF: 7272-1062:108 a 08.2498 �- �--�•��1��.+ rrr�rnn warr.r�r.r�r��M ����i���r�+•� Th►s.t►stl�Jsbsseduponte"cbn�tcaldetattrbmktedby.lMloppAcarrt. armstafthasreWswadthet4strostdtsand/oroth but does not-mekA en lnd0pondsnt veft4tlon efifnydilms, Ws. fistlroUnot sit andori vi lent orrevowniondation of , #$Pd- This Est/0 should not be used to vtr4 c&4ot operatlonel mquimm' ents or lnstetn fidn crhode. Baler to gstee ` .sheet, Jnstdllatloe thz&uetions an dlor other sultabla lafarnmedon sources. ISSUE[ JULY 1,1997 AUTHORIZED eY: Effective ieaue date to QX Pltion date Deputy. t1EN Q.. HO _ t'rogram Coordinator 0 • R A I O N r C 5 D461 Manual Fire Alarm Sox Specification Sheet Features • Rugged die cast housing • 14 Ga. Plated steel back plate • Single gang mounting • Corrosion resistant construction • 10 Amp 120VAC contacts • Key locked reset • Screw terminal connections • Optional break glass rod • Latching pull down lever Description The Radionlcs D461 Manual Fire alarm Box Is a single action, UL listed fire alarm initiating device. It has one set of normally open contacts rated for 10 Amps at 120 VAC. The D461 has an easily identified pull down lever and contains an Integral break glass rod carrier. The unit Is a high quality manual fire alarm box constructed entirely of non-toxic materials with a low profile and rounded edges to f it most design applications. All components are prepainted or have plated surf aces to inhibit corrosion. Non -corroding screw terminals are provided for wire connections to the 0461. The D461 Is manufactured In conformance with the standards set forth In the Americans with Disabilities Act. Application The D461 Manual Fire Alarm Box is an accessory device for Radlonics control/communicators and Is typically used in fire alarm applications. Manual fire alarm boxes are generally Installed near building fire exits such as lobbies or stairways. Persons evacuating the building during an emergency are able to Initiate an alarm by pulling down at lever. This alerts others who may still be Inside. The snap lock feature of the D461 prevents the unit from being reset without a key so the origin of the alarm can be more easily determined. The 10 Amp, 120 VAC contact rating allows the 0461 to handle larger current bads. This makes the unit an Ideal choice for both new Installations and retrofits. Listings and Approvals • UL listed • NYC -MEA A pending • CSFM Ilsting no. 7150-0801:113 75-06MI-000.8 U94 Accessories D463 Double -Action Cover: Hinged red lid requires Ilft- and-pull action on part of the user. D465 Replacement Fiod: Replacesglassrodthatbreaks when the lever is pulled. 0467 Back Box: The D461 Is mounted In a red metal backbox, the D467. installation The Radionlcs C!461 Manual Fire Alarm Box is a UL listed fire alarm inlflaaing device. The D461 Is Installed alone or with other .approved mechanical devices on Radionlcs control/communicators. Manual fire alarm boxes must be instal'ed according to codes set by the authority having Jurisdiction. The D481 mounts to a standard flush or surface mounted single gang switch box or plaster ring. Slotled screwholes allow for correct posftloningduring Installation. Two corrosion resistant screw terminals are provided for wire connections. All wiring and installation is subject to the authority having Jurisdiction. A_. 1 . _.1 ■ r vrudrnrtu 11110rinrit;tun 0461 I Manual Fire Alarm Box D483 Double -Action Cover 48 lass evtacement 0 1004 Radionics Electrical Specifications Contact • current rating 10 Amps at 120 VAC • Operational Data The D461 has a whhe pull down lever in Its center. Pulling down the lever latches it Into place. The D481's normally open contact swhch is shOrtedcauaing an alarm on the fire Initiating loop. The pull down lever ran not be reset unless the correct key la inserted into the manual fire alarm box k t k.and the unit is opened. The latching lever can then be restored to Its normal position. When the D461 Is being reset and has a plass break rod Installed, all debris must be removed priorto Installing another rodto ensure the unit will close and lock securely. Wiring Information TO FIRE ALARM CONTROL1COMMUNICATOq ZONE OR POINT .. r. L1 U. 31%-Z) 1 c...n aur 1 r -AUL U j Specifications The contractor shall fumtah and Install the Radlonics D481 Manual Fire Alarm Box where Indicated on the plana. All manual fire alarm boxes shall have single pole, single throw nomvallyopen cAMacta rated for 10 Amps at 120 VAC. The D481 shall be UL listed and suitable for use with Radionlcs fire contrOVcommunlcatora. The D461 shall be constructedof non-toxic, dle c33t materials with slotted mounting holes for correct posh bningduring installation. Terminal blockconnedlons shall have plated metal screws and fit all applicable wire sizes. For applications requiring double -action activation of the manual station, a D463 double -Action Cover shall be installed on the D481. The unit shall use a key for resetting and have the option for installing break plass rode as determined by the authority having Jurlsdk:tbn. No special tools shall be required for replacing the break glass rods. E.O.L. RE818TOR --► ®tOG4 Radbnics, Sallnu, CA, U,S,A. Ail rights reserved. "" Tho Radbnles bqo Is a reglstsrad tradsmarlk of Radbnlca, Salinas, CA. `\\Ri1 Radic�nics^ Radionba, 1800 Abbott Stroot Radbnlm, 1 Park Oatfa Close, Brydbury ►`�� --- Ssllnas. CA. A1MI . I I A e PAR ob LISTING NO. i i CATEGORY: Californla Department of For6attT & 'Fire Prot6cdbn office of the State.Fire Matshal (1 ��, EXplros PrsIreL;nginevring. Juno 30, 1958. ' LISTING SERVICE , 7150.0801:113 Pace 1 of 1 Pull station/Boxes LISTE ! Radionics, 1800 Abbott Street, Salinas CA 98901 Contact: Mark Hanna (408).757-8877 DESIGN: Model D461 and 'D467.. Refer to Ustee's data sheet for.detalled product description and'oparational considerations. . INSTALLATION: MARKING: APPROVAL: XLF: In a=ordaroe with listee's:ptinted installation instructions and applicable codes and ordinance. LJatee's name, model number, electrical rating 'and UL label. Listed as boxes for use with separately fisted compatible control unit;. • 7150-1039:101" `Rev. 10.2495 Trttsdsdr�lsbesedapOntechMfeldete•sta3mUttadAytheeppQrsnt. GSFMstaKhas rov/bwedthe.testrecots.aAWtvotherdot. bnt does not make on independent vtarllfca. ofon of allytfe/m4. This Gunn is not or the hen Nsted, Thls-lrsttng should notbat ed:M .tt+arify coneet operat/one/ rogtdi+emienta cw hmtalledon edieda, Refer to Gstee.'s det shoot, lastetlatlon G>.struc 6,1S endear other s�abk hdoftatlod sowdes. ' ISSUEC)- JULY 'i , 1997 AUTHOAl2ED BY: Effectivo,00ue. date to expitadoti data i Deputy. 8 1 O. 16 • Youth With A Mission BATTERY CALCULATIONS DEVICE LISTING STANDBY CONDITIONS ALARM CONDITIONS CURRENT TOTAL CURRENT TOTAL MFG. & MODEL NUMBER QTY. DRAW IN mA IDLE mA DRAW IN mA ALARM mA FireLite FIRE COMMAND 25/50 1 180 180 1180 1180 Wheelock SR-241575-VFR 5 0.000 .0.000 0.080 0.400 TOTAL 180.00 TOTAL 1180.40 Calculations Idle current 180 Mutiplied by Hours 24 Hours = 4320 mA/Hr Alarm Current Draw 1180 x 15 min ringdown 0.25 295 mA/Hr Idle Current 180 mA Alarm Current 295 mA Total 475 mA X 1.2 (Derating factor) 570 mA • Total Battery Demand 1045 mA 7 amp/hr. battery provided= 7000 mA Total battery demand = 1045 Reserve battery capacity = 5955 Eagle Security Youth With A Mission Richardson Springs, CA VOLTAGE DROP CALCULATIONS NOTIFICATION APPLIANCE CIRCUT WIRE LENGTH RESISTIVITY CIRCULAR VOLTAGE COMPONENT MODEL # DRAW AMP AWG. ONE WAY CONSTANT MILS DROP ET-1070-SLM-VFR .0.138 18 1 21.6 1620 0.0018 ET-1070-SLM-VFR 0.138 18 16 21.6 1620 0.0294 SR-241575-VFR 0.138 18 18 21.6 1620 0.0331 SR-241575-VFR 0.138 18 50 21.6 1620 0.0920 SR-241575-VFR 0.138 18 60 21.6 1620 0.1104 SR-241575-VFR 0.138 18 56 21.6 1620 0.1030 SR-241575-VFR 0.138 18 60 21.6 1620 0.1104 TOTAL DROP 0.4802 FORMULA USED AXBXC=D - E WHERE A IS CURRENT DRAW WHERE B IS ONE WAY LENGTH WHERE C IS RESISTIVITY CONSTSANT WHERE D IS VOLTAGE DROP WHERE E CIRCULAR MILS THUS DROP TOTAL SUPPLY VOLTAGE RESULT REPRESENTED AS PERCENTAGE CALCULATED VOLTAGE DROP ALLOWABLE VOLTAGE DROP 5% 0.4802 24 0.0200 2.0010 2.00% Eagle Security is Eagle Security Youth With A Mission BATTERY CALCULATIONS DEVICE LISTING STANDBY CONDITIONS ALARM CONDITIONS CURRENT TOTAL CURRENT TOTAL MFG. & MODEL NUMBER QTY- DRAW IN mA IDLE mA DRAW IN mA ALARM mA Radionics D7024 1 225 225 310 310 Radionics D461 5 0 0 0 0 Radionics D285TH 1 0.007 0.007 0.018 0.018 Wheelock SR-241575-VFR 7 0 0 138 966 TOTAL 225 TOTAL 1276 Calculations Idle current 225 Mutiplied by Hours 24 Hours = 5400 mA/Hr Alarm Current Draw 1276 x 5 min ringdown 0.083 106 mA/Hr Idle Current 225 mA Alarm Current 106 mA • Total 331 mA plus 10% continnencv 33 mA Total Battery Demand 364 mA 7 amp/hr. battery provided= 7000 mA Total battery demand = 364 Reserve battery capacity = 6636 is Eagle Security • • E L i3 =AC- � � �� �- i �� ren Co Poll Eagleweis Inc. dba _&N EAGLE SECURITY SYSTEMS Approved State of California SElectrical Fire Alarm Contractor C-10 License.#388398 (916)345-6395 2300 Park Ave. Chico, CA 95928 " I 1 c v�L_ ory Alt? Q 4 L Pu L � -Ti v v4 -T i o Q T'KJ ® Eagleweis Inc. dba EAGLE SECURITY SYSTEMS A Elpproved State of California - ectrical Fire Alarm Contractor C-10 License #388398 (916)345-6395 2300 Park Ave. Chico, CA 95928 Ne�1-0597 'ii s E,9r+ NICKEL . 916 999 8600 P.02 34.. " 3o .-TAYTAC,v= & AsSoCIATEs AS�SRWZrVB AAtt! COUN5669Ft{ AT LAW AM &SSOEPATIOw Or ATTOP..II<TO O� Co..r 1e♦ NvT A PARTNCR/MIP K[NN61N W. KICKCt, JOs/ACT 0. WAaMOA �sOlq MVN>iOLDT ROAM •UST! SA P.O. OR&WAK ADA• CnTM VALIVOUNIA, twMt87 t[LEPNONC 1690Y GOO-0&00 j;, T[l[COrI[w loiel lie-iio0 � • P ' r r 1►1w..A�M�Or' � t 997 vlA FACS"AB-F. 53""rl Mr. Tim Swieeicki District Attorney's office 2� COunty Center Drive Ornville, CA 95965 Re. Butte County v. Youth With A Mission ®ear Mr. Swiceicki: iia .. i l confirm my client's conversation with Mir. Vierra that the 1180 I'� .. - currattly sot for 1:00 p•Tr. an Thursday. November 6, 1997 will be postpone Imny usy+ wile Butt: County rr ides a def initivc response to our client's written Tesponso to l;uttc Co=t,'s initial elan check coaccma. Please refer to my October 3$,, i 997 letter iLo� $vt fL\rLh nttr Carlicr requests for information. if our client has a misunderstanding as to the postr_n=emt of this hearing, as eommOnicated to -us by Mr. Vicrra, please contact __ •......�;,«P;., „* hs.,P A acaffm�nber contact our office to advise. We will not Vtu ulllaiW WYis.r aw.r•�, v - be appearing it light of the agreement for postponement, we look forward to hearing from Butte county shortly as to flow we might wrap up this matter. 'titanic you ;for your coupccr ado;4 =d c 9vite YOU to 00PNO u$ uogn receipt of this tetter. JDw:dts Sinccmly, di&Wvd but not read in order to ellmditr 3effroy D. Wagner metal edge Simpson HI typ. ® iafters 112 ccx plywood Simpson AC6- on all posts torchdown roofing o erkimpson "^ AC6 @ each 4x8 #2DF post typ. 2*6.roof joists 16"o.c. 4x6 #2 D.F. Posts typ. 8' 6 max 4" spacing T 6„ JOB FINALED (Date) ✓� J �J e= Signature C v� 6; V=OK O = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect a' 8. Utility Clearance ! �' � 1 Date Card B-1 Da te1V I Card B-1 Date Card B-1 Date 1 Card B-1 Date MOBILE HOME INSTALLATION (Plans).OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line \. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date -DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except ff's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wra pped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ft's 1E. Water Htr.: Vent -Access -Combustion Air -Baffle ----------------------- ------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection --------------- - --- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------------ -------------------- 19. Shower Pan: Test. First Floor -Tub Access ----------------- ----------------------------- 20. Test Tub & Shower, Second Floor -Tub Access ------------------------------------------------- 21. Gas Pipe; Size & Anchors Date Card B-1Date Card B-1 ------------- ----------------- ----------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ----------------------------------------------------------------- ---- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ----------------------------------------------------- 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. 2 Appliance Circuts in Kitchen & Conductor Size!GFI -------------------- - ------------------------------------------------------------ 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! / ga. Cu or AI - ------------------- ----------------------------- 29. Range Circ ! ga Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0- Yes ❑ No ---------- ---------------------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ------------- - ------------------------------------------ 32. Clothes Closet Light -Shower Light -Spa Light ---------- -------------------------------------------------------- 33. Smoke Detector ----------------------------- ------------------------------------------------ Date Card B-1 Date Card B-1 --------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except fr's 34. A.C. Ducts Insulation & Support ------------- ------------------------------------------------------- 35. Vent Fan: Exhaust above insulation - ----- - --- ----- - ------------------------------------------------ ------------ 36. ----------------------------------- 36. _Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - - ---------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------------------ ------------- -- - - - - Date Card B-1 Date Card -B-1 ---------------------_13- --------------- -- - --- - -- - ---- -- ----- --------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors ------- ------------- - -------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound - -------- --- ----- ------------------------------------------------- .- .�41. Bearing Walls over Girders & Floor Nailing ----------------------------------- 42.--Draft-Stop-inWalls (rat proof) ----------------------------------------------------------------- -------------- 43.. Fire ---Stops: Furred Ceilings -Stairs -Chases -Tub - -- - ---- - --------- ---------------------------------------- 44. Headers & Beam -Size & Bearing 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Jos -Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplac Ti s or Type A Flue -Fireplace Throat clearance --- 48. AttiA-Aq6e,!(skq4Ze & Romex Protection -Draft Stop -Ins. Baffles 49. Bd m. in ws or Exiting Doors -Sill Hgt. & Dimensions 50.Garage Fi a rotection Framin 51. Pr erty Li a Firewall & Ope Ings -------------- ---- - -- _ 52. t Door Life 3'-Check G rage -, 'd Story, 2 Exits _ 53. a rs; Headro R e- n -Landing -Fire Protection --- - ----54.. 1 on R o O 'r -a '-Attic Vents -Rafter Outriggers ---55. ng-Naili eer -------------- -- - 56. Stucco Mes _ creed -Fd. Vents-Underflr. Access 57. Gla i Brea- ss Protection -Skylights -Plastic 58. Shear alls ailing -Bolts 59. Insulatio _ alls-Ceilings 60. 1nfiltra on -Walls -Windows ------------- ------------------------------------ Date _ _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------------------------------------ 64. Bedroom Exiting ----------------------------- ---- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- ---------------- 67. Stairs & Rails -------------------- 68 Fireplace or Stove: Clearances -Hearth --- - --- -- -- ------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------.....-------------------------- ---- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter - - - - - ---------------------- ------- 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb Air-Connector-P.R.V. . In Garage: Above Floor-Mech. Protection --------------- --------------- - 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ----------------------------------------- -- - 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ..--...-------------------------------------------- 80. Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Plante -----------------------------------s 13 Yes 11 No ------ --- 81. Stucco Brown -Finish 82. A.C. Unit: Disconnect, Electrical, Plumbing - ------------- -------- ---- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------ ----------------------- _ ---- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- -- ------------------------------------------ 87. Glass Protection -. ... -------------------------------------------------- 88. Corrections from Previous Inspections - - - - - - - --- ---- --------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric --- ----------------------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ------- --------------------------- ------------- 91. Energy Compliance Certificate -Other Certificates - ------------------------------------------ ---- 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: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION • 7 County Center Drive - Oroville, C16Xornia 95965 - Telephone (916) 538-754 , PERMIT NO. APPLICATION AND PERMIT ASSESSORPARCELNUMB 056-030-0 50 ZONING BUILDING PERMIT OWNER YOUTH WITH A MISSION TELEPHONE 893-6750 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 15850 RICHARDS SPRINGS RD RICHARDSON SPRINGS 576 7,488 CONTRACTOR'S NAME 06dNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ LENDER'S MaUNG ADDRESS Filing Fee $ 20,00 Permit Fee $ .00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 64.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 15850 R HARD ON SP RD RICH SPR PERMITFEE $ 183.00 PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: one) Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service 6669 OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm ander 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 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 NEW CONST. DWELLING OCCUP. OR ( 8 ACC. BUTS. ) SO. 3.5¢ FT. CNS. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 ®,.66 BAL 0 .60 DS LNS OR ) Ex. Occup. (oUILEeP 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) �( 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 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 b �/��"���`� S Signature of Applicant - ❑ Owner ❑ Contractor (Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�C of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 18 1117 0 FF P FLOOD CDF PARCEL PD. DSUE - - This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMITEXPIRESON -7 provisions to do work paid. Da LJ ate) Receipt No. WHITE-D.D.S 0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I `�' /f'"r��i��.. .. ..Y'L�rVti. r r+ r.. ..,�c'�,Y�,y;-jti.- �"il�•.��rh,,.s-.r4ti�:�"7..ti},}� �ti"'`,� 1 .Y.. .''-.Tt. ��r•_. .'�i#�r���.�war, -r r"�,w� ''�'rri'OCr�^-' .� .�,i COUNTYOF BUTTE - DEPARTMENT OF DJ VYELO��ME, T"SERVICES -BUILDING DIVISION I'A7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE(916)538-75A1 PERMIT APPLICATIORD�ATA SHEET OWNER Q!l A.. P. No. OJ��<9 Proposed guilding Use �i�iC7� �i/2GK Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECE�IVEED. BY All items have been submitted..........�.................... ..�:...... Plot plans, 3/4 sets, signed by pre parer of plans . .......................... 3. Complete plans,, 3/4 sets, signed by preparerof plans. ...... -- 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............... g 5. Hazardous Material Form . ........................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of'Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and .layout in duplicate (required prior to'plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 1 Flood elevation letter (100 year flood) by California Engineer. ....... . e. Sanitation and plot plan approval Health Department. y n1�4Dr 5. City of Chico plumbing per'mit......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ..... Pre -Inspection req.uea-- 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .............`; ... . 25. Letter of signature authorization.........................................� 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. 28. Mobilehome utility clearance . ......................................... . q. 29. Documentation of legal access . ..................... :................... n 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ..................................... ! �� 32. Plan check list......................................................y 33. • 34. When you issue the pe mit,rocess as follows: Mail to owner. Mail to contractor. t.---Telephoneg!�-- S750 and hold for pickup at 'IrC 0 office. Deliver with inspector. Other Parcel Creation Acreage Applicant (�`� -"" ! p"' Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _%` Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Count r by _ Date' Plans checked by Date Plans approved by Date 11ti1 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Worics Building Department Environmental Health Sanitation Clearance , E.H. U O Y Plot Pho Attached Floor Plan Anachod Seat to B.D. S 2AOwner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ,Cleargf1 ce ho Other s l de.�� c-joj r,`1 ,,j Hold final for: Final clearance O.K. for: NOTE: Specialist 2/01) Date Y -Imo SW ixuhatfi. aaq is A'111 ---d UM2 4 4,1 Ifils.!*1 lint na,.n -17m, he fla COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 5'38-7541 .: 747 Elliott Road, Paradise, CA - (916) 872-6307 ;`•:: CORRECTION NOTICE \1ou OWNER PERMIT NO.' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 60 U1 4Luce . L 4-1 Oji s, TvvW% r o rz os Lel •. o-�� ,. 'yfS/.)p t CfrD�h2 C, ;- 0 14 �ofG�- r e- a S Cl cam- z Y Vp n Z°. Sr == Date P9 -/J\— CA Inspector REV 10/92 Attention Property Owner: . . An "owner -builder" building permit has been applied for in your name and bearing your r signature.. Please complete and, return this information at your 'earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will. be issued until this verification is received.. - 1. I personally -plan to provide the major labor and materials for construction of the proposed property improvement: YES[ q NO[ ]. 2. I HA q HAVE NOT[ ] signed'an application for a building permit for the, proposed Work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO, 5. I will provide some of the work but I have contracted (hired) the following 'persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK, SIGNED: n PROPERTY OWNER:— SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. 7 O.B.- I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work' is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerel , Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER ie m Ay +r dd9i� get of plans and specsa tom` ♦�' 1 bl oZ R LL j ®n the job at all times and it is unla 1 t.0 . S11r 1"Ske any changes or alterations on same vini& - ,_ r 9 Permission fromthe Depadtnunt of +aunty of Butte. Materials & Workmanship Shall Be ued Good Practices 'MP ,rifh RecogH e�act`ibed ir{ior � jM°icsl us .. ®, plumb 9 �ical Co"Co X ALL STRUCTURES AND EQUIPMENT 4 O+10ERHAN aS SHALL BE CLEAR OF ALL AS A SET BACK OF FT. FROM THE S FT; FROM THE RSR PROPERTY Lt FT. FROM THE ROAD CENTERLINE S HEAR OF STRUCTURE=S AND EQUIPMENT I FOR A 2 FT. EAVE OVERHANG. E� I r f' ly� »a� ENTS. . AND e ' AND .op ,LL BE FEF J // 09 ental Health - Environm CaMorn►a UI1O G ` EPA E h'co, �. L) lien 1321311: . . 1 —. — 4WOM IejUetuu0aN43 A4uno:) auna MAOaddV VOWN WITH A MISM" �50RICNARDSDN SPGS. RD; `> CA9&O--- 8"concrete wall existing ilk 48' 0" 11' 11 15/16" (2) 2x10 bolted to posts under joists handrail handritil -'-----4 x 6 posts through to support ceiling #2 D 2x10 joists @ 16"C #2 D.F.11 IF 2x6 redwood decking Cd 2x6 ledger bolted to concrete - Bolts 4' C. a m (2) 2x10 bolted to posts under joists m Z li 0 H W o: Z Q Z 0 CO CONDITION OF PROBATION BUTTE COUNTY CONSOLIDATED COURTS NORTH BUTTE COUNTY JUDICIAL DISTRICT l:4 THE PEOPLE OFTHE �-- "' CASE.NO . NCR, , /.�•". c r� DATE " , e.� - �.. ':`�• STATE OF CALIFORNIA VS. > .( i ` , , Defendant ^ p Pay fines/file proof of completion in the A �t�' r'�' U L $ .• �-'� �'�� ► c `, iG JUDGE Paradise Branch ' . , -, The above name defendant having been convicted of a misdemeanor violation of Section . �-�' 0 t C!: IT IS HEREBY ORDERED: (applicable items checked) A. COURT ACTION (sentence and/or terms indicated in Section B,.i ,.) 2. ❑ PROGRAM TERMS .• •--, • .:. • " , , , C, and D). I _ (a) ❑ Commence and continue an'educational,'psychological, 1. ❑ FORMAL PROBATION GRANTEDy:, Placed under care and (� , psychiatric, drug, alcohol program with the following supervision of the probation: officer, for, a period of. - program, or, such other program as.the court may from the date of this order. ' A,\ i j� ; approve inrwriting,•and comply with,' and- follow, all .2*� COURT PROBATION GRANTED: Without pro ati4n de ' directions, rules, regulations, and recommendations j Z of such program. You are to not discontinue attendance partment supervision for a period of T 1 i r or residence at such program without the court's f �) from the date of this order. C.e'rY permission. The name of the , program is 3. ❑ PROBATION as granted on r 4 MODIFIED. Original Terms in full force and effect except You as amended herein this date. j;, �!l 14- are to: attend reside at the 4. C] PROBATION REVOKED ON De- program. fendant found in violation of probation. (b) ❑ Report to the Alcohol and Drug Services (ADS) division REASON: of the Butte County Department of Mental Health, 578 Rio Lindo � enue, Suite 1, Chico, CA. at 1:00 p.m. on Q or on such other date and time 5. F-1PROBATION REINSTATED: Original terms in full force and �j 1 as may be directed by ADS. effect except as amended herein this date. (c) Contact a physician within 24 hours and obtain a 6. LJ PROBATION EXTENDED: rescription for Antabuse/Revia or a letter from such 7. ❑ REVIEW DATE: f i' ian that he/she is of the opinion that.you cannot '^" �'-•"�4 �"^' safely ingest Antabuse/Revia. You are to produce the (a) ❑ Defendant must appear in Court with AA/Antabuse/ filled Antabuse/Revia prescription or letter at your next Revia Logs. (b) El Defendant need nota ear unless directed b JJ .i�(Appearance. Ingest Antabuse/Revia PP Y ; , ,.,i �"y a ch court appearance produce a log Probation Officer/Court from a facility approved by the court attesting to such 8. ❑ PROBATION TERMINATEDT� LES P�/ � E] Continue Antabuse/Revia. B.❑ ❑ JAIUFINE/RESTITUTION NOCTS t. Re t Butte County Mental Health Department 1. ❑ BE IMPRISONED in the Butte County Jail; for {�i immediately and ingest or submit to such medications hours/days/months with '� •� ' 1 IN�th*derof y direct or recommend, and not stop such suspended commencing ediwithout written permission of Mental Health Serve weekends/48 hour increments commencing or an the court first obtained. e) ❑ Pt, hours hours of community service Sentence to be served consecutively/concurrently with"� IV'� t ro gh the Court's Work Program in lieu of fine/ pri$onment. You are to report to the Coordinator in addition to original sentence PayboGdngfeeasrequired orthwith, or on at You ® )rt ,� b,�"agq, re to perform and complete the hours as directed by PAY FINE OF $2_9 r-, assessments:: ' t' ; e Coordinator, and complete your.work assignment, (a) ❑ Payable:.1/2 dueand submit a certificate of completion to the court. as Balance due ''' "{" i follows: '/2 by and the balace Or appear in court that date at by. at 2:00 p.m., or appear in court at each such date and time to show cause why (b Wayabie to Clerk of Court by — such order has not been complied with. Or appear in court that date at M. j (f) ❑Comply with the attached program conditions of SB 38. �•j' You are to make monthly payments on the tt'•',.� I,:• 1 .�'°�,• (1) El File proof of SB -38 enrollment by day of each month commencing immediately. a at m, or (d) ❑ Through the Butte County Department of ^7 ? t ( appear in Court at that time. Collections in installments as directed b such �'� ` f • t department.. y (g) ❑ Attend Level C]1 ❑ II DUI School, 3. ❑ PAY RESTITUTION in the sum of $ and complete same by plus any appropriate collection fee as follows:: _ %:�., i f j at m. File proof of completion with the (a) ❑ Through the Butte County Department of + Court or appear in open Court at that time. Collections in installments as directed by such ' �C i•l'r' �.•:� L^b t L^(h) ❑Attend NA/AA meetings per week and department. maintain a log. (b) ❑ Directly to the victim. r D. ADDITIONAL CONDITIONS: (C) C3 File proof of payment in full restitution no later than -�' >� �� 1. ❑ Totally abstain from the use or possession of alcoholic beverages/ controlled substances without prescription. at , or appear in court at such 2. E] Do not drive if there is any measurable amount of alcohol in your date and time to show cause why such restitution blood. has not been paid. �,,01 i _:�� A V'3. ❑ Do not enter any public place where the primary item sold or (. dispensed is alcoholic beverages. (d) ❑ Name and address of victim i 4. ❑ Submit to, and pay for any expense of, a drug, narcotic, or alcohol use detection test as directed by any peace officer or probation 1 officer. 4. ❑ The court reserves jurisdiction to order restitution in 5. ❑ Submit your person, vehicle, place of residence, or area over such amount as may be appropriate u on the filing of a !, N' < L which you have control to search for and seizure of, narcotics, yp g �'� �~ 1 drugs, alcohol, or contraband, at any time of the day or night, with request therefore by the victim or the District Attorney. or without a search warrant, or probable cause, as directed by a C. FURTHER ORDERS AS FOLLOWS: LV 01 peace officer or probation officer. STANDARDTERMS �n6. ❑ Do not annoy, harass, molest, contact or threaten (a) ❑FORMAL PROBATION. Obey all laws, report to �{' (`�+y : C. 7. Do not own or have possession, custody or control of any firearm. Probation Officer forthwith and as directed, follow •yy8. LJ Do not refuse a chemical test pursuant to 23157 (a) VC. all orders of Probation Officer, seek and maintain i �+ i �1"j7 1Your driving privilege is restricted for daystmonths. If, and only if, allowed- by the Department of Motor Vehicles, in employment and/or education and notify Probation writing, you may drive to and from work, during the course of your Officer of any change in employment, education orrf ! j T employment, and to and from alcohol treatment program. residence status.41 ❑ Your license or driving privilege is suspended for days/months. (COURT PROBATION ..-)e Y ry, Surrender license to Court ( ) to be forwarded to DMV. (1 j Obey all laws and report to Court in person { 11. ❑ Do not drive without a valid Calif. license and proof of Insurance in your possession. or in writing if directed to do so. i i! 12 C] Comply with conditions of probation in ( Notify court immediately of any change in /�ii�� C]Other residential address. // lJ ❑ Comply with attached further terms and conditions and/or protocol. UPON SATISFACTORY COMPLETION OF PROBATION, YOU MAY APPLY TO THE COURT TO HAVE YOUR CONVICTION SET ASIDE PURSUANT TO SECTION 1203.4 OF THE PENAL CODE, EXCEPT AS OTHERWISE PROVIDED BY LAW. I have received a copy, read and understand the above conditions of probation �• "� ' ` -- Defendant Address I certify the foregoing is a true copy of the judgment rendered on the above date by he above named Judge. CLERK OF THE ABOVE AMED ,,Oft T BY t �..� TO THE•SHERIFF:The foreg6ing certified copy of.judgment in ab64e.entitled action is your authbrity,for.the execution then Deputy . , — . - .. . I . , n...._ .. . ....._.. I 1 vi—U 48' 0" .I 11' 11 15/16" 8' Oil 8' Oil 1 (2) 2x10 bolted to posts under joists A, handrail hL-Si� handrail � —4 x 6 posts through to support ceiling #2 D 2x 10 joists @ 16"C #2 D.F. 2x6 redwood decking Cd a J a ti a 2x6 ledger bolted to concrete - Bolts 4' C a M A A 8' Oil 8' Oil 1 (2) 2x10 bolted to posts under joists A,