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061-480-061
7777 06-1-480-061 ePERMIT#96Ld52d '~• ' LUCAGeorge, &.}Dorothy, € 69.E Truman ,Journey_Way, 4 err . Creek Pont;,,,'Steven D; "Smt New Single Family r061- EIR 480-061 f. PMIT#96-0878 \ LUCAS, George & Dorgthy 69 Truman JQu�;,ney��"w`a` ,Ber�y Creek Cont; i Fire Sprinklers SF I F Ij f I 06'1-48-0-061,._ 99-0035, A GEORGE 'LUCAS 69 TRUMAN JOURNEY WAY, BC. - (AG`EXEMP-STG FEED, SHOP EQ) =a 061-480-061 04-2549 LUCAS, GEORGE &DOROTHY 69 TRUMAN JOURNEY WY, BERRY CREEK Cont: OWNER AG BUILDING' 06'1-48-0-061,._ 99-0035, A GEORGE 'LUCAS 69 TRUMAN JOURNEY WAY, BC. - (AG`EXEMP-STG FEED, SHOP EQ) =a 061-480-061 04-2549 LUCAS, GEORGE &DOROTHY 69 TRUMAN JOURNEY WY, BERRY CREEK Cont: OWNER AG BUILDING' BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. C)40'67qJ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.(!j6Z_�q&o_e4j&jZONING A^ OWNS!-.;, PHONE NO. 30 5" Of-15--2- OWNER'S ADDR S _ 6 �/ 1r-cx O LOCATION OF BUILDING T r c� 7 Q. r r C rem ck— USE OF BUILDING SIZE OF STRUCTURE 'q / // ' X — , ' = !S1gZ .L SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING1 C01s Tcoiv � R OF V ING S s �-T- ht*ti FLOOR TYPE woo / ESTIMATED COrST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: i / / / FRON� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. �% Date �? - '? 0 C> Permit Fee - $@9-90 Receipt No. Signature of The above described AG Buildi ;OrManager % Pil, � By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant from a building permit. Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPivMNT SERVICES, WELDING DIVISION 7 County Center Drive, Oroville CA 95965 ,• Phone: 916-538-7541 RE: A.P. # With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm We DATE: v 1-2 J'/? ly Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer.of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets,*with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan%and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. . Documentation of 50* subdivision developed or (a) Road improvements completed and (b) -Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 601.right of way to a public road Should you have any questions concerning the above, please contact of this office. ve MCV:ahb5 Manger, t ra, C.B.O. ng Inspection _ BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT IT NO. 00 3� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. _ ZONING OWNER PHONE NO. t� C1 0-4/6 -1 OWNER'S ADDRESS 6 9 .' o Q. L,4 -)a Av' v C-,--e-k, C LOCATION OF BUILDING iues� Pc� ►3® 13 USE OF BUILDING SIZE OF STRUCTURE ' X— ' _ ® SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL _X CONCRETE OTHER (Specify) TYPE OF SIDING 54�Q./ ROOF ,OVERING 4�-�-- / FLOOR TYPE I ESTIMATED COST OF CONSTRUCTION $ — 6 Q AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:�� l < ' �'� 9*42 FRONT X11-" SIDES ��""— REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and'\ obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 9 Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a bu)ding perme S-f6� FLO p PARCH P.D. ROOFI G ISSU Receipt No. (J`J vV/ Manager Building Divisio By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FAI W '-•:.^'� ' r ' Yt`'Y'Y' ''1�" '� � ;war' - �". - T,\'1 ' •'.` BUILDING DIVISION �. COUNTY OF -BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES '• 7'COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT t ±_ .. P _10 o.3SJ 0 F Agricultural building is defined as follows, Agricultural building is a structure designed and constructed to house farm �• implements, hay,•grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. / ZONING LAL OWNER � PHONE NO. s 8 o --/S., OWNER'S ADDRESS ' 6 9p O. LOCATION OF BUILDING � a . s PD X30 0 Ce- 9 USE OF BUILDING i SIZE OF STRUCTURE . x- - 9 C so. FT. TYPE'OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF,COVERING ;{ FLOOR TYPEr CL ESTIMATED COST OF CONSTRUCTION $ x(.600 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County ,Ordinances as follows: r ; ` '55�""'� i s( FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than'1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings, greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation _ USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before -,,occupancy. �. Date Signature of Owner Permit Fee - $60.00 The above described AG Building is exemptJrom a building permjt!.._''`' ~ Receipt No. � Jr��� FLOQPARCH P.D. -R7(rm Manager Building Divisio By Date �/ 99 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ' ^-=lS-.�`�-",�a+.wu+�°�r.E.rs.��'.-�;��i4•a-.►�1.•s,�ya'H6ws�-s.+EJI.�^'.. .. r+4S7.,fit�^*�M-7•;�C:,;y,�;,— S^,."'� � '�"`NY BUILDING DIVISION, .� COUNTY OPBUTTE = D.EkA 'IVIENT OF DEVELOPIIAENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT tl,. PERMIT NO., i Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm - implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING OWNERPHONE "7C`� NO. OWNER'S ADDRESS 6 9 '7 -; C- {tea `� LOCATION OF BUILDING P + cc. es s CJ ox - , CeeC '�s ora USE OF BUILDING ` T 7 " 't � SIZE OF STRUCTURE t " X '�J (5 - = 4 SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL �_ CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ 14,4 600 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County ,Ordinances as follows: r r r , ` � 16?x FRONT '55 ��"'�'� SIDES 4''''""" REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 2 -A z - r q Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt;from a building permit. FL,O/OD PARC -f. ,P.D. /� ROOR G `Issuv Receipt No. (;i Manager Building Division.,__ By`i�f� Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Inn RESIDENTIAL 061-480-061 T r PERMIT#96-0878 LUCAS, George e & Dorothy 69 Truman Journey Way,Berry Creek Cont; Fire Sprinklers/SF 5-- 2 -9-7 0 F ---- OFFICE COPY Address GASDat Meter Byl"W44—bl— ELECTRIC Date-1� Meter BY JOB FINALED (Date) I Signature V=OK O = Not OK , NotApplicable t Ready NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements - Setbacks - Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 4. Water, Location -Test -Easement Needed (Sketch) 1. Zoning Requirements- Setbacks Easements 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 2. Footings; Size -Spacing -Marriage Line 6. Gas; Location -Test -Wrap; / pL'ft. / /Nat. or/ /"L"ft./ /LPG 3. Gas; MH Test -Demand VaNe-Connector 7. Well Clearance & Disconnect 4. Electricity; MH Test -Crossovers -Breakers -Clearances 8. Utility Clearance MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 VaNe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _ Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 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; SoilsSize-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-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,(; = Date UNDERFLOOR (Plans) OK except tf's 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 -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 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 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------------------------ ------------ - ---- - - - -- ----- 17. Water Pipe: Test & Anchor -Nail Protection -------- ------------------------------------------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan: Test. First Floor -Tub Access ----------------------------------------------- - - - -- - -- -- - - 20. Test Tub -&-Shower'- Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ------------------------------------------------------------------------------- Date Card B-1 DateCard B-1 ------------------------------------------------ ------------------- ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a'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 Circuits in Kitchen & Conductor S1ze1GFI ----------------------------------------------- ---....... ... .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga Cu or Al ----------- --- --------I------- ------ .. .. 29. Range Circ r , ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------- --- --------------------------- --------------- - 30. Service -Roser 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-1Date Card B-1 - ............... .................. .- ......----- .... ... ....... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ----------------- ---- ------I ......... .. . . ........... .... . 35. Vent Fan: Exhaust above insulation ------ -- 36. CondenFate Dram & 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 - .... . ..... ..... Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except P's 39 Sils. Proper Material & Anchors 40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ... .. ... .. ... .._...-- -.. _.. ... . 41, Bearing Walls over Girders & Floor Nailing 42 Draft Stop in Walls (rat proof) ...... ....... ... ... ._ .... ... .. 43 Fire Stops. Furred Ceilings -Stags -Chases -Tub -----------. ....... - 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46 Cing. Joist-Rftr, ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -------------49.-----Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions --------- - _ 50. Garage Fire Protection Framing --------- ---- 51. -Property Line Firewall & Openings ------------------- - - 52. Ext. Doors -One -3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolls _ 59. Insulation -Walls -Ceilings ----------------------------- ---- 60. Infiltration -Walls -Windows ----------------- ----------------------------------- -------------------------- - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------- - -- 62. Smoke Detector - ------------------------------------------ - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------------------------- 64. Bedroom Exiting -------------------------- 65, G.F.I.& Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------------------- 67. Stags & Rails --- ----- ----------------------------------- 68. Fireplace or Stove: Clearances -Hearth .--------------------------------- - 69 Elec. Outlets at Wood Panel: Int. & Ext. . - - - ------------------ - ---------- ----- 70. ---------------------------------70. Kil.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance .................. ------------------------ -- 71 Elec. Outlets & Receptacles at Kit. Counter . _ . . ---------------------- 72. ..._.----------------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 -Meth. 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. Followinginstld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No . ---------------------------------------------- 81. Stucco. Brown -Finish _.._...------------------------------------- 82 A C Unit: Disconnect. Electrical. Plumbing -- --- --- --- -- --- - ---------------------------- -- ----- 83. Vents Above Roof. Plbg.-Appliance-Fireplace.-Clearance to Openings . . . . ....... ...... ------------------------------- 84 ._._..---- -----------------84 Water Well: Disconnect. Electrical. Plumbing 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground - - ----------- 86 --------86 Ventilation Throughout House - -- - ----------------------- 87 ---------------------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 Compl ante 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 DIVI ION 7 .County Center Drive - Oroville, iCaiiforriia 95965 -Telephone (916) 538-7541 RMITMO. APPLICATION AND PERMIT yge,"- l ASSESSOR PARCEL NUMBER 061-480-061 ZONING BUILDING PERMIT OWNER GEORGE & DOROTHY LUCAS TELEPHONE SO. FT. OCC. BUILDING VALUATION 1465 1.60 2,344.00 OWNERS MAILING ADDRESS 69 TRUMAN JOURNEY WAY B.CREEK CONTRACTOR'S NAME WM. SQUIRES TELEPHONE CONTRACTORS MAILING ADDRESS 166 E. 3RD ST CHICO Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS PERMITFEE g 69 TRUMAN jOURNEY WAY PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDNS guyCREEK PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF 0K Duplex ❑ Mobilehome ❑ Other SPECIFY 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: SPRINKLER SYSTEM FRO B.P. #96-0520 — Mobile Home I S I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OV OR LESS ( 2000A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 fu�l�l force and effect. Y �� License Class Lic. No. Y OWNER -BUILDER DECLARATIO 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 NEW CONST. DWELLING OCCUR \ OR ( d ACC. / So. 3.5¢ FT. NEW CCONST. MULTI-OUTLENS. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER SINGLE APPARATOUTLET sUS ) a EX. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL SO Ex. Occup. ( OUFIXED TLETS(RESID.1 OR 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 9 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.) ❑ 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 I hwith rn 4hsrovisions. X 1 Date __ lure of cant tractor ❑ 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 Is OCC CONST. TYPE TOTAL FEE $ 109.10 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ERMITEXPIRESON the applicable provisions Resolutions to do work been paid. DoteI4' (Da Receipt No. 1955n1 WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � 1.'1.1.•. "'t f.i •;� - ,:::_ ... r A,-` os COUNTY OF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES.v 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 gt 'fir t CORRECTION NOTICE —fir' � �C I �WNER PERMIT NO. W:J - A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this o fice when correction of work • is completed. If you have any questions pertaining to this mat , or need additional explanation, please contact this office immediately. , ` Cste �q Inspector — ;` REV 10/9 . COUNTY 0{ BUTTE \ . BUIDNGbIIm DEPARTMENT OF DEVELOPMENT SERVICES 4- 1489 Humboldt Road, Chico, CA- a]@ 891-2751 ( 7 County Center Drive, Om GI CA -a]$ 538-7 541 >. . : . : 747 Elliott Road, Paradise, CA -al@ 872-6307 , CORRECTION NOTICE ' m .. sew ` u RwN �RMENO. Aroutine inspection indicates that the following violations @ Butte County Ordineese k at the above address and should bcorrected. Plasenotify $io. when correction @work � . mcompleted. i!#uhaveagq_#e.pertaining to this matter, « _e additional explanation, please contact this office a_d+ew � . . � . . � . ��. � . �. g . . � � � %. . A� Da&\ Inspector � $REV 10/ g ' - WILLIAM F. SQUYRES"JR. Fire Protection Lic. No. 275206 August 15, 1996�Q�NN df a Steven Smith Steven Smith Construction 11 Dawn Court Oroville, CA 95965 Re: Lucas Residence APN 61-4861 Oroville, CA SUBJ Automatic Wet Sprinkler System This is to state that the Automatic Wet Sprinkler -System for the Lucas Residence, (APN 61-4861) has been installed as per N.F.P.A 13-D and has been flow tested at the riser. The bells respond in approximately 50 seconds. William F. Squyres, Jr. Fire Protection G'Q AUG 17 1996 P.O. Box 3176 • Chico, California 95927 • (916) 345-1012 WILLIAM F. 59JUYRES, JR. Fire Protection Lic. No. 275206 10N co R ttt y ' e froi< :,it Xtra .t"f6 C-16 OF CALF State of Ca!lforn!c, 1 Convuaer • CONTRACTORS STATE LICENSE BOARD Affairs ACTIVE LICENSE t Ucense Nunhes 2 1520 b B"in I N D I Y Business Now WILLIAM F S Q U Y RE S JR Clazslraiofal B C16. Esp at an Date 10/31/97 Be it known that WILLIAM F. SQUYRES has successf r((y cocrp(eted a course of instruction on the insta((ntinn of'r-A-ti utnisL turf+";l assort the YBth_day of March_, j.9-9,1. Isssued at Situ 'Va((ey, Ca(Vorruia thL< " t ._2S-lr(rrJif—March _,J9A3 Mgrkf,tirWr/.cn(r_srager '.E;tit;,gqish.Sure"D ;. RECD AUG 17 1996 P.O. Box 3176 - Chico, California 95927 • (916) 345-1012 INSULATION CERTIFICATE STEVE SMITH \ 69 TRUMAN JOURNEY WAY BERRY CREEK NUMBER AND STREET} CITY BUTTE COUNTY SUBDIVISION LOT NUMBER DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) 2. CEILING BATT OR BLANKET TYPE BATTS THICKNESS (INCHES) 12 LOOSE FILL TYPE BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME CERTAINTEED THERMAL RESISTANCE (R -VALUE) 38 BRAND NAME CONTRACTOR'S MIN. INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS (INCHES) MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE .3. EXTERIOR WALL FRAME TYPE WOOD MATERIAL BATTS THICKNESS (INCHES) 3 EXTERIOR FOAM SHEATHING MATERIAL THICKNESS (INCHES) 4. RAISED FLOOR MATERIAL THICKNESS (INCHES) S. SLAB FLOOR MATERIAL THICKNESS (INCHES) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL MATERIAL BRAND NAME CERTAINTEED THERMAL RESISTANCE (R VALUE) 13 BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) ----------------------- DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. JUNE 7, 1996 2, 3, DATE ITEM #'S DAN HANSEN BRANCH MANAGER COUNTYOF BUTTE - DEPARTMENTOF DEVE.LOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. Proposed Building Use =ZBuilding Inspector Date ` 02 3' 76, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation. ................. . 7. Statement of Intent for Non -Heated and A/C Buildings. .......... 0 ........... 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 $......................................... 11. Impact fees as shown on attached schedule . .............................. 12.. California Department of Forestry plan approval/fees. ................ 0 ....... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy).. . . Pre -inspection for Pre-,"�ega°" req° 20 -- required. .. to Building �ospector (Date) 21: Contractor's license information. (No., Name Style, Classification) . .............. u _ Certificate of Workmans Compensation Insurance . ............ 0 ............. 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ........................................... r 29. Documentation of legal access . ..................... / 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. _- When ou issue the permit process as follows: Mail to w 'e . M to con Facto . Telephone 3 -%$/ nd hold for pickup at o ice. Other Parcel Creation Acreage Applicant Copy of Haz-Mat form sent Health Dept. Fire Dept. AiYtPol ti Dat Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior to permit issuance: (Circle new item not checke 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 Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Omega R-1 M Residential Pendent Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Omega Model R-1 M Residential Pendent Automatic Sprinkler is a low profile, aesthetically pleasing, ceiling mounted sprinkler that operates five to six times faster than a standard sprinkler. It offers a high degree of protection for human life and features a spray pattern that f has been shown to be effective in the control or extinguishment of fire. The Model R-1 M is Listed" by Underwriters Laboratories as a Residential Sprinkler with a K -factor of 3.9, a temperature rating of 160°F/710C, and a maximum working pressure of 175 psi. It qualifies for installation in residential occupancies in accordance with current NFPA 13, NFPA 13D and NFPA 13R. The Model R-1 M Residential Pendent Sprinkler is available in three standard finishes, brass, chrome plated and white painted. Its mating escutcheon plate is available' in three standard finishes, brass, chrome plated and white painted with additional special finishes available. Operation: A fusible alloy pellet is compressed with a bearing disc into a copper housing by a ball plunger. Heat is absorbed by the heat collecting fins and conducted to the 'For specific listing requirements see the appropriate information contained in this brochure. alloy pellet. At the rated temperature, the alloy melts, causing the ball plunger to drop, freeing balls from the retaining groove. This movement allows system water pressure to force the orifice sealing mechanism and deflector assembly open. Water is then discharged in a pre -designed flow pattern. Technical Data Model: R-1 M Style: Pendent (Adjustable) Escutcheon: Model R-1 A Note: Only the Model R-1 A Residential Escutcheon may be used. Substitution of other escutcheons may impair the operating sensitivity and distribution pattern. Wrench: Model R-1 Approvals: U.L., U.L.C. Orifice Size: 3/8" K -Factor: 3.9 Thread Size: 1/2" N.P.T. Temperature Rating: 160°F/710C Adjustment Range: Flush to Extended Maximum Working Pressure: 175 p.s.i. Factory Hydro Test: 100% at 500 p.s.i. 1 4 Y .t Pendwe Standard Finishes: Sprinkler: brass, chrome plated and white painted Escutcheon: brass, chrome plated and white painted Highest Allowable Ambient Tempera- ture: 100°F/380C Field Adjustment Range: 5/8" Length: 2 1/8" Width: 1 1/4" (Dust Cover) Weight: 3.2 oz. Omega R-1 M Residential Pendent Two (2) Heads 16 GPM ® 16.8 PSI Centerline of Room—.I One (1) Heed 16 GPM ® 16.6 PSI Nominal Wetting Pattern for 20' x 20' Room Design In Data Design Requirements — Residential Applications Maximum Spacing Between Maximum Distance from Any Minimum Desi Flow(pressure) Two or Sprinklers Wall One Sprinkler More Sprinklers ' 12 feet (or less) 6 feet (or less) 10 GPM (6.6 psi) 9 GPM (5.3 psi) 14 feet 7 feet 10 GPM (6.6 psi) 9 GPM (5.3 psi) 16 feet 8 feet 14 GPM (12.9 psi) 11 GPM (8.0 psi) 18 feet 9 feet 14 GPM (12.9 psi) 12 GPM (9.5 psi) 20 feet 10 feet 16 GPM (16.8 psi) 16 GPM (16.8 psi) Installation The Model R-1 M Sprinklers must be installed according to current NFPA 13, NFPA 13D or NFPA 13R Standards. Deviations from these 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 ensure the minimum required flow rate at the sprinkler. Prior to installation, 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. The Model R-1 M Pendent Sprinklers are not listed for use in dry; systems. Wet pipe systems must be protected from freezing. 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 pendent position. Step 2. The face of the sprinkler fitting should be installed a nominal 7/16" minimum to 1 1/16" maximum behind the finished ceiling line. Adjustments may be made via the push -on escutcheon plate to compensate for variations in the fittings. Do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will function;properly, only when the system piping is anchored to the building structure. Otherwise, reaction forces from system initiation could alter the sprinkler alignment and disrupt the distribution pattern. Step 3. Use only a non -hardening pipe joint compound or Teflon* tape. Apply only to the male threads. Step 4. Hand tighten the sprinkler into the fitting. Use a Central Sprinkler Omega Model R-1 Sprinkler Wrench to tighten the unit into the fitting. The wrench attaches easily to any 1/2" socket drive rachet. A leak tight joint requires the application of only 7-14 ft.-Ibs. of torque. A tangential force of 14-28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. Omega Model R-1 Sprinkler Wrench Step 5. To install the Model R-1 A Escutcheon Plate, align it with and press it over the sprinkler body until the outer edge of the escutcheon meets the mounting surface. Do not over or under tighten the sprinkler to compensate for inaccurate escutcheon plate adjustment. Re -adjust the sprinkler fitting as required. Caution: Special care must be taken when installing with a CPVC system. Sprinklers must be installed after the CPVC manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. 'Teflon is a trademark of the DuPont Corp. Installation Diagram Omega R-1 M R-1 A Ceiling Escutcheon 7/8" Omega R-1 M Residential Pendent Two (2) Heeds 9 GPM ® 5.3 PSI _ Centerline of Room-- One (1) Head 10 GPM 0 6.6 PSI _ VS - 12'-0. Nominal Wetting Pattern for 12'x 12' Room Omega R-1 M Residential Pendent Two (2) Heeds 11 GPM ® 0.0 PSI Centerline of Room—. Gne (1) Head 14 GPM fi 12.9 PSI i h .Mtn.r MH nF]F�. �'%1't Y'^ ..z',i' fLl•: 9Wewell' +_i' �.• i t,age wall � �i--7 ��� 8'-0" �4''" ` SMeweil r, g A" Nominal Welting Pattern for 16'x 18' Room Note: Use this flange for field installation. DO NOT HOLD by deflector. Omega RAM Residential Pendent Two (2) Heeds 9 GPM ® 5.3 PSI Centerline of Room-- One (1) Head 10 GPM ® 6.6 PSI 8'-0' Nominal Wolting Pattern for 14' It 14' Room Omega R-1 M Residential Pendent Two (2) Heads 12 GPM 0 9.5 PSI Onn f11 Hand 14 GPM 0 12.9 PSI ^ Nominal Wetting Pattern for 18'x 18' Room I I I . 1" Pipe Drop I I I I I 1' x 1/2' N.P.T. f — — — — — — — —l— — Reducing Coupling \ 2" Din. Mnx. -�\ 1 3/4' Die. Min.___ IL ' cir„Ri ifp, .p,• • W 1 1/16' Max. t 7/16” Min. R-1 A Ceiling Escutcheon 7/8" Omega R-1 M Residential Pendent Two (2) Heeds 9 GPM ® 5.3 PSI _ Centerline of Room-- One (1) Head 10 GPM 0 6.6 PSI _ VS - 12'-0. Nominal Wetting Pattern for 12'x 12' Room Omega R-1 M Residential Pendent Two (2) Heeds 11 GPM ® 0.0 PSI Centerline of Room—. Gne (1) Head 14 GPM fi 12.9 PSI i h .Mtn.r MH nF]F�. �'%1't Y'^ ..z',i' fLl•: 9Wewell' +_i' �.• i t,age wall � �i--7 ��� 8'-0" �4''" ` SMeweil r, g A" Nominal Welting Pattern for 16'x 18' Room Note: Use this flange for field installation. DO NOT HOLD by deflector. Omega RAM Residential Pendent Two (2) Heeds 9 GPM ® 5.3 PSI Centerline of Room-- One (1) Head 10 GPM ® 6.6 PSI 8'-0' Nominal Wolting Pattern for 14' It 14' Room Omega R-1 M Residential Pendent Two (2) Heads 12 GPM 0 9.5 PSI Onn f11 Hand 14 GPM 0 12.9 PSI ^ Nominal Wetting Pattern for 18'x 18' Room Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. ]Care & Maintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperatures may exceed 100°F/ 38°C. For best results, store them in a cool, dry 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 recommended that sprinkler systems be 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; ©1993 Central Sprinkler Company Printed in U.S.A. always use new sprinklers of the same type and temperature rating as replacements. 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 may need to 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 instructions. 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'! ithin 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, escutcheon plate finish and sprinkler wrench. For special painted escutcheon finishes, the customer must provide quick -drying or lacquer -based paint to ensure proper color duplication. Without such a guide, Central Sprinkler Company cannot be responsible for acceptable color matching. 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. Patents: Patents are pending. Conversion Table: 11 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 11 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. RA MA .iUt.fe hSure 49 W 91roroxtinguisn A New Age in Fire Sprinkler Protection G5R L SNE LO ��� e�eM cemn•��r ExtinguishSure`' Fire Sprinkler Piping System In wet fire sprinkler systems, plastics are quickly becoming recognized for their many advantages over such traditional piping materials as black iron, steel and copper. Like all plastics, R & G Sloane ExtinguishSure"" piping systems are lightweight and inherently resistant to corro- sion and scale buildup. However, ExlinguishSureo also offers many other benefits such as easier installation, a rigid system and better hydraulic capabilities. All of these factors make R & G Sloane ExtinguishSure"" fire sprinkler piping superi- or to traditional metallic piping installations. The economics of ExlinguishSure0 piping offers a unique opportunity to expand the use of lire sprinkler systems as a cost effec- tive means of fire suppression. Made with BFGoodrich Blazemaster",' Materials Plastic compounds used in R & G Sloane's fire sprinkler piping systems are specialty thermoplastics, known chemically as postchlorinated polyvinyl chloride (CPVC). Since their introduction in 1960, products molded of these resins have had an out- standing service history in applications such as industrial piping and hol-and-cold water distribution systems. Now R & G Sloane, working with BFGoodrich, has used that experience to develop a piping system with a compound called BlazemasterQO. Both ExtinguishSure"" pipe and fittings are made of BFGoodrich Blazemastarw material. Developed Specifically for Fire Sprinklers R & G Sloane introduced ExlinguishSure," fire sprinkler piping systems after a long and careful study of fire sprinkler engineer- ing requirements. ExtinguisliSure"" con- sists of readily available pipe and fittings, specifically designed to meel lire sprinkler system codes. R & G Sloane ExtinguishSure° fire sprink- ler pipe and fittings are manufactured to ASTM standards including F442 (pipe), F438 (Schede to 40 linings) and F439 (Schedule 80 fittings). Fast, Easy, Low Cost Installation R & G Sloane ExtinguishSure" I fire sprinkler piping systems offer significant labor savings to fire sprinkler contractors. The savings are significant since the labor to install piping is usually 50% or more of the cost of a system. By reducing total costs, fire sprinkler systems become more affordable. Superior Water Delivery R & G Sloane ExtinguishSure',,, fire sprinkler piping systems' superior hydraulic charac- teristics often permit design specifications for water delivery to be mel with smaller diameter pipe and fittings than traditional systems. For example, in many installa- tions, it is possible to meet specifications using 3/4 inch or 1 inch ExtinguishSure pipe in place of 1 inch or 11/4 inch black iron pipe. The savings in materials alone can be substantial and result in a more economical and affordable installation. Lower'Friction Loss R & G Sloane ExtinguishSure"i' (rSDR 13.5) has been specially designed to provide lower friction loss for fire sprinkler piping systems. The pipe has a Hazen -Williams C Factor (a measure of resistance of the Sur- face to water flow) of 150. No other fire sprinkler material has a higher C Factor. And the higher the C Factor, the lower the friction loss. HYDRAULIC EFFICIENCY OF ExtinguishSure"m SDR 13.5' COMPARED TO OTHER MATERIALS (3/4" to 2" average) ExtingulshSure" SDR 13.5 MMMMMINSIONSM100% Steel Schedule 40 63% - Copper Type M ..- 76% Polybutylene IPS SDR 11 �{p"W"I",78% ice 'Slarxlard dimension ratio (SDR) Is the retalionship of outside dlnmolur to wall thickness. Full -bore Joints The solvent cemented joints in the R & G Sloane ExtinguishSure"" fire sprinkler pip- ing systems are full bore with no Interrup- tion of water flow. This fact, along with larg- er internal diameter and lower friction loss, make it possible to provide appropriate water delivery more economically with smaller diameter piping systems. Larger Internal Diameters ExtinguishSure�0 pipe has thinner walls and larger Internal diameters than competitive materials in popular pipe sizes. This is due to its superior pressure capability and unique solvent -cement assembly. The thinner walled ExtinguishSure')O SDR 13.5 pipe as shown in the following chart is rated at 175 psi in accordance with UL test criteria. ExlinguishSure°° PIPING SYSTEMS - SDR 13.5 DIAMETERS AND WEIGHTS PER FT. Nominal Size --6- Average ID. Wgi./FI. 3/4" 1.050 .884 .168 1" 1.315 1.109 .262 11/4" 1.660 1.400 .418 11/2" 1.900 1.602 .548 2" 2.375 2.003 .859 21/2" 2.875 2.423 1.257 3" 3.500 2.951 1.867 No Complicated, Expensive Tools R & G Sloane ExlinguishSure°" pipe cuts easily with a saw or tubing culler. A simple ' chamfering tool rernoves'burrs and pre- pares the pipe for joining. Then, all that's required for joining is ExtinguishSure"° Primer and Cement applied with a dauber. Unlike metal pipe, no electrical power is required at the installation for expensive pipe -cutting, reaming and threading tools. Nor are there any hot tools or torches needed that are potential sources of injury. �� ..,.,,.ti7•�,, 1, :. i•.i,.in., ;t 7.777 1, A Rigid System With Bendability Because the R & G Sloane ExlinguishSure,," system is rigid, an aesthetically pleasing 1 appearance and a straight system are sim- ple to achieve. Fewer hangers are required than with flexible plastic systems. ExlinguishSure^ unlike metal systems, has enough flexibility to be shaped around obstacles in many installations, thus saving; the need to redesign on the job. PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 AT 73" F (Ono rind restrained) , Pipe Length of nun (l.) in Iee1 Size 2 5 7 10 12 15 17 20 Pipe Dalleclion in Inches 3/4 1.3 7.0 15.4 3.1.3 45.1 70.5 90.6 125.4 1 I.il 6.:1 12.3 25.0 :tri 11 511, 71;1 100.1 Ivo u.0 5.0 9./ 19.0 20.5 44.6 57.3 79.3 1'/z 0.7 4.3 8.5 17.3 24.9 39.0 50.1 69.3 2 ll.li :15 1i.0 1:1.!l 20.0 :11.2 40.0 55.4 211, 11.5 2.9 5.6 114 16.5 25.0 33.1 45.8 3 0.412.4 4.6 9.4 13.5 21.2 27.2 37.6 Lighter Weight Than Metal The light weight of R & G Sloane ExtinguishSure"" piping system makes it easier to handle and install. Steel pipe weighs up to 6 times more per loot and copper can be twice as heavy. Complete Corrosion and Scale Resistance R & G Sloane ExtinguishSure"" plastic pip- ing systems will not corrode and are extremely resistant to scale buildup, which helps maintain superior water delivery capa- bility len, twenty, even thirty years from installation. Systems need not be overde- signed to compensate for anticipated future deterioration. Fast, Simple Joining System Simple, solvent-ceniented joints are used to assemble R & G Sloane ExlinguishSure°" pipilig sysleiiis. This procedure has proven reliable in residential and industrial piping systems for over thirty years. Joints can quickly and easily be made on a ladder or scullold by ono pulsus will no spucial tools. Quick cure time per joint means short wails beluro pressurll lusting. Inslallors can be quickly trained to make attractive, solid, leak -free joints. Since on the job installation is singllilied, Lib Shop opulatiuns caln be reduced or elimimited. I 'See installation instructions for hanger support and cure time instructions. Five Simple Steps to Leak -Free Joints The tools required for installing ExlinguishSure')" lire sprinkler systems are few, readily available and inexpensive. Cul pipe with a handsaw and miter box, a mechanical saw or a lube cutter designed for plastic. Chamler pipe and to remove burrs or raised bead and to buvel and of pipe slightly. Dissolve Inside socket surface of lilting and outside sudace of pipe to depth of filling socket with liberal coal of ExlinguishSure°^ Primer. Brush inside socket of lilting and outside surface of pilo Io duplin of lilting suckol with ExlinguislISuru''• Solvent C01nun1. Insert pipe Into filling to bottom of socket, giving pipe a ane quarlor lurn and hold joint until cement sets (30 sucund;;). Wipe oil uxcuss cunwnl. A Complete Line of Pipe and Fittings for Wet Sprinkler Systems 'The R & G Sloane ExfinguishSure,'° fire sprinkler piping system includes all the parts needed for any installation: pipe in SDR 13.5 dimensions from 1/4" to 3"and a complete range of fittings in the same sizes, including tees, 450 and 90" ells, reducer bushings, sprinkler head adapters, caps and other configurations. All fittings are size -on -size, that is a 1" lee is 1" x 1" x 1". Reducer bushings eliminate the need for extensive inventories of special parts and reduction configurations. Threaded Connectors for All Standard Sprinkler Heads A special brass threaded connector is pro- vided to permit the connection of any sprin- kler head to the piping system. The con- nector is simply solvent -cemented in place and the sprinkler head is screwed on. Adjustable sprinkler head adapters are also available. These 1" or 3" adjustable adapters eliminate the need to recut drops when the ceiling is not flush with sprinkler escutcheon plates. Just screw the adapter up to the ceiling, under pressure, after ceil- ing installation. 10 Year Warranty R & G Sloane warrants its ExlinguishSure''" fire sprinkler system against failure due to original defects in materials and workman- ship for 10 years from the dale of the origi- nal installation. The warranty and condi- tions thereof are defined in a Warranty Certificate presented to Ilse building owner at the time the installation is completed. R & G Sloane... Your Best Source for Fire Sprinkler Piping,Systems R & G Sloane'9 consistency, quality, dependability and service have made the company the leading thermoplastic piping system manufacturer in the United Stales, High-quality products, with pipe and fittings from one source, ensure that the system will fit together properly. Excellent avnilability is offered from R & G Sloane's East and West Coast plants equipped with high-volume, slate -of -the -art extruding and molding equipment. Local stocks are offered by selected stocking dis- tributors. R & G Sloane Field Sales Engineers, locat- ed nationwide, help contractors with speci- fication, design, installation training certifi- cation and follow-up. Code Approvals ExtinguishSure'" fire sprinkler piping sys- tem is Underwriters Laboratories (UL) Listed for Light Hazard (NEPA 13), Residential (NFPA 13D and 13R) and for use in Return Air Plenums as defined in NFPA 90A. An expanded UL Listing has raised the maximum ambient temperature from 120"F to 150"F. Previously approved for concealment behind a wall or acoustical ceiling panels, ExlinguisliSurel" may now be used in exposed applications below smooth, flat, horizontal ceilings as long as it is installed with quick -response sprinkler heads that have deflectors with 1" to e" of the ceiling. Listed residential sprinklers may also be used if they are installed in accordance with their listing. R & G Sloane 7777 Sloane Drive Little .luck, AR 72206 ,(501) 490-7777 Phone (800) 423-2686 Toll free (501) 490-71.00 Pax CABLE: GSR FITTING 01*01�...�' I ._...�� LISTED ExllogulshSure^ Is a registered Irademark of R&G Sloane VSR-SF POTTERVANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 Don Leslie Street Mills, Ontario, Canada M382M3 St. Louts, Mo. 63146 Don (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type walerflow switch for use on wet sprinkler systerris that use 1", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional walerflow detector on large systems. The unit contains two singlepole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or fitting which changes the direction of the walerflow. The unit has a 1"NPT bushing for threading into anon corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Mlnbnum Flow Rale for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal finish. Cover held In place with tamper resistant screws. Contact Ratings: TOwo setAmps o 25/250 VFor C) 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plasllc, Copper and Schedule 40 Iron Pipe. Fits pipe sizes -1,1 ee,", & 1 1/2" Note: a paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 40° F/120° F 4.5° C/49° C Caution: This device Is not Intended for applications In explosive environments. Service Use: NFPA-13 Automatic Sprinkler NFPA-13D One or Two Family Dwelling Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch, order SIR. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 Screw the device into the "TEE" filling as shown in Fig. 2. Care must be taken to properly orient the device for the direction of walerflow. The vane must not rub the inside of the "TEE" orbind in any way. The stem should move freely when operated by hand. The device can 'also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" fitting may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of 'TEE" that they are to be used with. The proper paddle mint be used. The screw that holds the paddle must be securely tightened. REV D BULLETIN 002 PAGE 1 OF 2 PRINTED IN USA VSR-SF VANE TYPE WATERFLOW POoff IF'R FOR SMALL PIPE SWITCH WIT H' RETARD FIG. 1 DO NOT LEAVE COVERI FIG' 2 OFF Fon EXTENDED OWN BELOW CARE MUST BE , RETARD ADJUSTMENT00 PERIOD OF TIME CHANGE TIME, TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNTOF nEl'ARD NECESSAnY To PREVENT FALSE ALARMS. �O A '0' BETTING 19 USUALLYAUEOUAI'E F01111119. FAC- TORY SET AT 'a'. 0111r:CT10NOF � /W\AATE1\1FLLOOW\ Lel DWG. 0 6400737.31 CAU] ON t THERE ARE 8 PAOULES FUn- NISHEO WI1H EACH UNIT. ONE FOR EACH SIZE OF THREADED, SWEAT On PLASTIC 'TEE' AS DESCRIBED IN FIG. 2. THE PROPER PADDLE MUST BE USED. THE PADDLE MUST BE PROPERLY ATTACHED (SEE DRAWING THIS FIG.) AND THE SCREW THAT HOLDS THE PADDLE MUST BE SECURELY TIGHTENED. DIRECTION OF WATEnFLOW � 1 IIUN 01" 11 IE 'IFE MAY BE �1J 114nFAI)EUon SWEATTYPE DWO. 8 6400802.30 GAU110 TO PREVENT LEAKAGE APPLY TEFLON TAPE SEALANT TO MALE itinEADS ONLY. 00 NOT USE ANY OTHER TYPE OF LUBRICANT OR SEALANT. APPROX. RETARD SETTINGS (IN SEC.) 0 A B C D E 0 10-26 2040 36.66 60-70 60-00 FIG. 3 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL ova GonN•- DWG. 16400710-31 SCnEW THF. DEVICE IN10 THE TEE FITIING AS SH TAKEN TO PROPERLY ORIENTATE 111E DEVICE FOR THE DIRECTION OF THE WATER. FLOW. DWG. 0 6400136.33 IMP-OwAnt 111E DEPTH 10 THE INSIDE BOTTOM OF THE'TEE' SHOULD HAVE FOLLOWING n1MFN910NS: APPROX. DEPTH REQUIREMENT "TEE"SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC 1' X 1' X /' 2 1/18' 13/4* r 2 1/4' F 2 7/18' 1' NPT WA THREADED 1 1/2' X 11/2" X 1' FITTINOON 2 1/4' ALL SIZES � 1 IIUN 01" 11 IE 'IFE MAY BE �1J 114nFAI)EUon SWEATTYPE DWO. 8 6400802.30 GAU110 TO PREVENT LEAKAGE APPLY TEFLON TAPE SEALANT TO MALE itinEADS ONLY. 00 NOT USE ANY OTHER TYPE OF LUBRICANT OR SEALANT. APPROX. RETARD SETTINGS (IN SEC.) 0 A B C D E 0 10-26 2040 36.66 60-70 60-00 FIG. 3 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL ova GonN•- DWG. 16400710-31 SCnEW THF. DEVICE IN10 THE TEE FITIING AS SH TAKEN TO PROPERLY ORIENTATE 111E DEVICE FOR THE DIRECTION OF THE WATER. FLOW. DWG. 0 6400136.33 IMP-OwAnt 111E DEPTH 10 THE INSIDE BOTTOM OF THE'TEE' SHOULD HAVE FOLLOWING n1MFN910NS: APPROX. DEPTH REQUIREMENT "TEE"SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC 1' X 1' X /' 2 1/18' 13/4* WA 2 1/4' 1 114"X 1 1/4' X 1' 2 7/18' 2 7/18' WA WA 1 1/2' X 11/2" X 1' 2 11/18 2 1/4' 2 1/2' WA CAUTION AN UNINSULATED SECTION OF A SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE ASTWO SEPARATE CONNECTIONS. THE WIRE MUST BE SEVERED TO SERVE AS TWO SEPARATE CON- NECTIONS, THEREBY PROVIDING SUPERVISION OF THE CONNECTION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER TERMINAL. FIG. 4 A TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL 1RANSFORMER OR BAIIERY POWERED OPEN ON ALARM O SIGNALING DEVICE STYLE. 13 / CLASS 8 (END OF LINE RESISTOR) CKI. (SF.E 1,101E) END OF CLOS1" ON OPEN O, i.OSF. ON LINE ALARM ALARM l AI..AIiM RESISIOR i I TYPICAL SWITCH ACTION OPEN ON I�J1�.� CLOSE ON ALARM !f ALARM SUPERVISED LOOP (SEE NOTE) FROM OPEN ON CLOSE ON TO AUD'L CON 11101 ALARM ALARM DEVICES PANEL OR RETURN 10 CONTROL NOTE: FOR SUPERVISED CIR- CUITS SEE 'SWITCH TERMINAL CONNECTIONS' DRAWING AND OAUfION NO1E (F10r3). DWG. 06400781-15 NOTE: The Model VSR-SF has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. TESTING The Frequency of testing for the model VSR•SF and Its associated protective monitoring system should be In accordance with applicable NFPA Standards and/or the authority having Jurisdiction, but under no circumslanoes less than bl•monthly. PRINTED IN USA BULLETIN 802 PAGE 2 OF 2 I Tolco Products, Best by Design " N II f r ,�d•d�?•liid�,''�.".li��''411 ;;�►�'ft�i�ll 11 'i•,ililfl �' d�rli• �. \������ � �;!��.)�ia�;•., J. / f I'aer�.mt.roa�n . ..r_ ..,,�.. �-r�m..rr•�r••. ........� ...,,r:.. ,,.rr.. .........r .. .. ........ ....... .. � .,. v.... ............... _...-,-�.o.•.,.-...r-.-......,•w.-;..—..�--..a..,.,....•.-...,—..--.-..e.^..rir^r.-.�.•n Fig. 22 MANGERS -SINGLE FASTENER STRAP TYPE (Can be used in Fisher posiO(m), These new Tolco 1-1anger- Rest raitiers printe function is pile support, but they incorporate.features which protect CPVC pipe and ease instal- lation. The exclusive flared edge design* prolecl.s piping from sharp edges and rough, abrasive surfaces. A special hex head, self -threading screw (furnished) is easily installed using a rechargeable drill with socket attachment. No pre -drilling of a pilot hole is required in wood (as shown). Fig. 24 HANGER Tolco Hanger -Restrainers are fabricated g Uuulrle luHleuer Hlrllp lype- from carbon steel with a galvanized finish. Nid11iolaW. They either reel, or exceed the N.F.11.A. No. 13, 13R and 13D requirements, and Fig. 23 HANGER come in a size range :'/," thru 2". Uuubie fuetener elrup type. Each hanger can function as a restraining device to prevent upward.movement of the fire sprinkler head during activation. I ,. •'''11� •' Listed with Underwriter Laboratories ®�� - I"lJ I.) Inc. for use with fire sprinkler piping. INCORPORATED For more information and the name of your nearest "Tolco Distributor, please contact.: (714) 737-5500 (415) 791-2632 Fax No. (714) 737-0330 and other 796 Last Ilarrition Strccl, Col-o"ll', CA 91719 Talents pending ....._._..___ _. REV. 1, 5M 8/91 4 -1APOUCATIldi J, '' Speclficaily i ao fined ior..tHe . following: uses: • Lawn sprinkllrg; • Air conditioning systems • Heat pumps`;; • Water transfer SPECIFICATIONS Pump: • Capacities: to 114 GPM • Heads: to 127 feet Reprime capabilities: to 25' suction lift • Pipe connections: Model Suction Discharge XSH07 XSH10 XSH15 _XSH2O 2' XSH30 • Temperature: 160°F, (71 °C) maximum. • Rotation: right hand le; clockwise when viewed from motor end. 0 1994 Goulds Pumps, Inc. Motor: • NEMA Standard, open drip proof • 60Hz, 3500 RPM • Stainless Steel Shaft Single phase: 1/4-2 HP, 115/230 V; 3 HP, 230 V only, Built -In overload with automatic reset, • Capacitor type • Three phase: 2 and 3 HP, 230/460 V. Overload protection must be provided In starter unit. Starter and heaters (3) must be ordered separately. I;IIIIIII:, Close -Coupled Safe -Pruning C�7 XSH FEATURES ': Self -Priming Deslgn: Water Is retained In the casing while the pump dispels air. Once primed, this pump stays primed. . Impeller: 20% glass filled thermoplastic (Noryl®) on %-2 HP models. Bronze Impeller on 3 HP models. Enclosed design for high efficiencies. Threaded directly on motor shaft, Casings: Cast Iron construction. 4 bolt, back pull out design. Tapped openings provided for vacuum gauge and casing drain. Mechanical Seat: Carbon/ ceramic faces, BUNA elastomers, 300 series stainless steel metal parts. Exclusive casing design prevents lite seal from running dry. Motor: DesIgned:fori continuous operation: All,.;;'s 1;t''d` ratings are within the', working limits of the Corrosion -resistant' Coating: Electro -coat pant; 'Al process applied Inside ,;."` : out, and baked on. ' SELF -PRIMING 0 Water reclrculates, • but during re -priming operation only. Air is exhausted from suction line through discharge pipe. <5�lf a:..Mi17J I Arrows show flow of water after all air has been exhausted from suction line. BUTTE couNTlr . ._ BUILDING DEPARTMENTt" APPROVED •,5. ,' do Ellective June, 1994 21 BXSH .,', IOU 340 101 314 123 146 386 347 3113 131 338 4 *634i Mo. '�c`rlpllon 1�500--,tuslflg-: 7. pIOVWpeller 'I;' 1231�Dellector , -131- - J-Ptimp toot 1461,Dlaphr gm (oxcT13 HPL_ 304 l-,jMpollor nut — three phase ;b only (not shown) iMotoradapter ada -338*.Motor ..-'347"i.,GuIde vane 346 •tulde vane seal ring 383 ,,.Shaft seal 386"Gulde vane flange DIMENSIONS AND WEIGHTS Pipe Size_ Wt. ,oModel,-HP L Suction (lbs.) Discharge H07: 161A 1'/: 53 XSHI0,4'1* 17%e V/2 56 VXSH1541A 19 2 1'/2 65 ,�.XSkO:�2 1191A 2 77 •:XSHZIV3% 2111% 2 88 ftNOTEY:connections are ; 1ppe rea e , * 11 d1 'enslons are In inches and el h "In I s. Do not use for - construction - - purposes.) I PERFORMANCE RATINGS (III gallons per mInule) ( II)I11d:. Close -coupled Self -Priming L 11 XSH I'm Model XSH07 xSH10 XSH15 .,XSH20.,. i�.'IXS 30�,-.�� H No. HP % 1 VA._ 2 Discharge Pressure 20 30 40 20 30 40 20 30 40 20 30 40 20 30 40 PSI 10 39 30 It 47 39 27 57 54 34 73 71 57 89 75 58 `-50 N 18 34 27 0 45 37 23 5Y-49--27 66 65 50 85 71 43 82, 68 0 20 28 23 0 41 34 18 48 45 20 56 55 25 22 19 0 33 31 0 41 40 0 44 44 33 72 64 0' WATER TECHNOLOGIES GROUP -SENECA FALLS NEW NOW 13148 L — APPROX. (2)'/e ,F T E MaNPT ; ! k P EL DRAIN PLUG DIA. HOLES 1 BUTTE UNTY BUILDING D-EOAATM' APP ROVE ""T', SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE ;.PRIN146:iN;U;S:A. 22 MODEL s ■ TO.',=I -11:11i0i LH',1i' PUMPS ^or%FD f1FS1[• Manufacturers of Pumps and Supplies <I ,, ,, ti ,n ;:q . Ire•. ,,, w, ' b Sheet No. 1303.01 Effective 2-15-93 Supersedes NEW I "Oft" conlocl• Open Pump Down CONTAMINENT - FREE FLOAT SWITCHES FEATURES: NONMERCURY FLOAT SWITCHES ENVIRONMENTALLY SAFE UL RECOGNIZED & LISTED CSA APPROVED TURBULENT RESISTANT PUMP UP SWITCH PUMP DOWN SWITCH BIDIRECTIONAL SWITCH .., . o.. , ,r 1 ur% 1 cvFl en It ICTAAFNT APPLICATIONS STORAGE TANKS SEWAGE LIFT STATIONS SUMP PUMPS PONDS ALARM SYSTEMS SENSOR FLOAT APPLICATIONS ORDER NO. CORD LENGTH I DUTY MAXIMUM HP RATING MAX. AMPS 10 HS _WP td CORD HEAVY 1 HPG 120x, 2HPIM 230V 1S AMPS 20 HS .WP 20♦ CORD HEAVY 1 HPQ 12OV, 2HPO =V 15 AMPS' 20 HSBWOP 20' CORD HEAVY 1 HPQ 120V, 2HPQ 2MV 15 AMPS 81DIRECTIONAL WITHOUT PLUG '♦On" WON Ramp cohuete • cic.ee A•1 PLUMBERS SUPPLY 994 E, 20th St. Chico, CA 95928 BUTTE COUNTY w U - PUMP UP Order by Order Number - add Direc%Aqb(NG DEPARTMENT * D - PUMP DOWN Letter in place of the asterisk AVAILABLE IN 10 FOOT OR 20 FOOT CORD LENGTHS WITH PLUG APPROVED ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANGE WfTHOUT NOTICE. F.O.B. SHIPPING POINT HAY& PUMPS INC„ 1906 1. Anoch valve to tank wall and connect valve Inlet to water supply. . 2. Valva outlet must be 900,to water loyal for bind free operalion. 3. Screw slum and float to short arm. A. Rotate arm and stem for desirod water Iyvol, tiyhlmn short arm Ihvn16acrew. QUESTIONS? .� .. TECHNICAL ADVISES CONT OCT OUR. ENGINEERING DEPARTMENT. -• --- BUTTE COUNTY -~ (400j 871-6231 a DEPAR PAENT . � e P ROOD E ® W ._.._..._. - CHECK VALVE 3/4" THRU 2" MODEL 88 * 3/4" SIZE -- SCREW REPLACED BY RIVET ** HEX NUT — 2" SIZE ONLY SIZE PART NO. A _ B WT. Ibs 3/4 .8030 1.45 2.75 .64 1 8031 1.86 3.55 1.08 1 1/4 8032 2.20 4.00 1.70 1 1/2 8033 2.55 4.62 2.70 2 8034 3.00. 5.25 3.50 V �QTYr MATERIAL ASTM PART DESCRIPTION _ 1 1 BODY BRONZE 882711 * 2 1 SOC. HD. SCREW STN. STL. 3 1 FLAT WASHER STN. STL. 18-8 4 1 "0" RING BUNA—N — *». 5 1 HEX NUT STN. STL. 18-8 6 - . 1 SPRING STN. STL. 18-8 7 1 POPPET BRONZE B271 air ,-x Arm g;, , T .-;,, FLOMA71C coRPORATION 7:- E ..g vnTE $U.1 80UNTIf BUILDING DEPARITMENT APPROVED . BELLS (E)POTTER PBA -AC & PBD -DC. Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis,.MO 63146 Dan Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -40° to 150^F (outdoor use require wealherproof backbox) Termination: 4 No. '18 AWG stranded wires Finish: Red powder coaling Bell Guard: Universal bell guard bracket included on 8" & 10" bells for use with center mount guards. Optional: Model BBK-1 weatherproof backbox These vibrating typo bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB ® 10 FT. MINIMUM d8 ®101= r. 6 12VOC PBD 126 1706012 .12A 85 75 0 12VOC PBD 120 1708012 .12A 90 75 10 12VDC ^ PBD1210 1710012 .12A 92 76 6 24VDC PBD246 1706024 .06A 87 75 6 24VDC 1'131)7.40 170007.4 .00A 91 79 10 6 24VDC---PBD2410 24VAC — PBA246 _-1710024 1006024 .06A .17A 94 91 79 76 0 ................... 10 24VAC ............. .. .. 24VAC PBA240 1'13A2410 1808024 _........ 1610024 .17A ............--._....... .17A 94 ._.......__...._.. 94 76 __..__..._ ___...._.._. 76 6 120VAC PBA1206 1806120 .05A 92 82 0 120VAC 1113A 1200 1608120 .05A 99 02 10 120VAC PBA 12010 1810120 .05A 99 85 Weatherproof backbox model 1313K-1 Slk. No. 1500001. Notes: 1. Minimum d13 ratings are calculated from integrated sound pressure measurements triads at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -301 to 150°F. 2. Typical dI3 ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. H885000.1 -REV 1 UU I I C.VUI►+T�tf 1 OF 2 MFG. #5400776 BUILDING DEPAR VI'1IENT APPROVED KT -403-W NPT to Np'r i � .� KT -403—W MADE L NiBC(,J It AMERICA 2001b. wwp bronze chock threaded Hurizontal Swing • Regrinding 7yht✓ • Rerlewnllle Disc --• WF:l(,FITS 200 PSI Non -Shock Cold Water Nominal Conforms to Specification: MSS -SI' -E30 Apprux. MATERIAL LIST Mailer • Carton - PART SPECIrICAVON '— A 1. Bonnet Hnnue AS114 OdJ Nen Wl. 2- Body lAmue ASTM 0.62 ------- Uu.btHly 3. (tinge Pin Hloure AS114 B-140 Alloy 031400 or 11 134 Alloy rZ..9HNI 4. Oix Hanger ulmae AS1M 0.62 1 6. Hanger Nut Loumu. ASTM 11.91 Alloy 005500 —� Vis 1 6. hist Holder thorns ASTM 8-62 ' _T 7. Seal Disc (lubber (r1{ )'h- & 3'l — 2'316 0. Seat Uisc Not brome AS1M 0.16. or H -9r Alloy Cb5 W B----------- ----- -- -- —, 92 �`--� �• 9. Fringe Pin P61y Siowe ASIM B-140 Alloy W2001 •. W16 ; �. ~ 5 IrU71 Brown) :� r` _ 'n '10. Seat Disc Waherr--ASIM 8.124 Alloy C65500 —•-- '--- �!': rf' II'I �f •Sluras•.1•.Iu'we1SS'unly.. :j::_�'....•• KT -403-W NPT to Np'r i � .� KT -403—W --- --- -- ---- 11/4 4316 2"'/i6 2.1 S 20 1112 411, 2%, 3.0 2 '—Ill 2 S'!' 3'Y16 4.9 r 2 '2'h 8 5t/16 12.0 1 _ — 5 r .3 9 V4 61.4 10.2 :.1 —..._.. -- 4 -- un•I�a 13U 1' ! E CO JNTY Nlti(;U Ouck valves may L --installed in boll, 1x)rizunla1 aril vurriew line.9nv �'I o�.D1NG D'EDER�" ward Ilior In arty hammedtare r,1 ' �lVi ENT NIBCO INC., ELKHART, INDIANA 'Av v E U threaded DIMENSIONS --• WF:l(,FITS -- QUANTITIES ._ ._-...... Nominal Olmenciona ---. .... —._ ..__...---- Apprux. Bo: Mailer • Carton Sim A H Nen Wl. 4tutolily Uu.btHly i-10 -- rfi Vis I "As .6 50 . — 2'316 1% 92 10 - •--••---• 50 1 W16 25/16 1.5 ~ 5 � _. --- --- -- ---- 11/4 4316 2"'/i6 2.1 S 20 1112 411, 2%, 3.0 2 '—Ill 2 S'!' 3'Y16 4.9 r 2 '2'h 8 5t/16 12.0 1 _ — 5 r .3 9 V4 61.4 10.2 :.1 —..._.. -- 4 -- un•I�a 13U 1' ! E CO JNTY Nlti(;U Ouck valves may L --installed in boll, 1x)rizunla1 aril vurriew line.9nv �'I o�.D1NG D'EDER�" ward Ilior In arty hammedtare r,1 ' �lVi ENT NIBCO INC., ELKHART, INDIANA 'Av v E U f - 4 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.;1 - SUBMITTAL CONTRACTOR: WILLIAM f. S.QUYR9'c-, JR.. - FIRE PROTECTION ADDRESS P.O. BOX 31 76.,. CHICO, CA 95927. -(-916) 34t-1012' Date: 04-19-1996 File: LUCAS2 JOB : LUCAS RESIDENCE 2 HEADS FLOWING . i STATIC 40.0 Psi RESIDUAL 30.0 Psi FLOW :� 30 Gpm Page 1 SPRINKLER MANUF : CENTRAL MODEL : OMEGA MIN SPR FLOW : [llr._0-Gpm MIN SPR PRES 8.0 1psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------ I - ----------------------------------------------------I-------------------------- 1 9.0 3.90 8.5 111..4 2 9.0 3.90 9.7 12.1 3 9.0 12.8 4 9.0 13.9 5 9.0 15.0 6 9.0 16.6 7 9.0 19.5 8 9.0 20.6 9 1.0 SOURCE 26.2 ' I SPRINKLERS FLOWING 2-r AREA PER SPRINKLER 196 Sq.Ft. TOTAL DESIGN AREA 392 Sq.Ft. REQUIRED DENSITY .06 Gpm/Sq.Ft. COMPUTED DENSITY .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 23.5 Gpm i TOTAL DOMESTIC FLOW Q,9 Gpm TOTAL WATER REQUIRED 23.5 Gpm TOTAL SPRINKLER PRESS 26.2 Psi WATER METER LOSS 0.0 Psi@ SOURCE VALVE FIXED LOSS. 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 33.6• Psi by DEMAND PRESS REQUIRED 26.2. Psi Hydronics Engineering PRESSURE CUSHION 7.4 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 12.2 F/S t ti f HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F.-SQUYRES, JR..- FIRE PROTECTION ADDRESS P.O. BOX 31 76•, Cj1ICO- f ,CA 95927 ( 91 6 ) 31,45-1012 Date: 04-19-1996 File: LUCAS2 JOB : LUCAS RESIDENCE 2 HEADS FLOWING ! PIPE BEG FLOW K -FACTOR LENGTH' C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG ; FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) --------------------------------------------------------- 1 q= 11.4 K= 3.90 L= 9.0i Pt 8.5 Pt 8.5 1 Q= 11.3 F=RL F= 8.0j C= 150 Pe 0.0 Pv -0.2 Vel= 5.9 D= 0.884 TL= 17.0 0.0690 Pf 1.2 Pn 8.2 2 . Pt 9.7 2 q= 12.1 ------------------------- K= 3.90' L= 9.0! ---------------------- Pt 9.7 Pt 9.7 2 Q= 23.4 F=B F= 3.01 C= 150 Pe 0.0 Pv -1.0 Vel= 12.2 D= 0.884 TL= 12.0 0.2645 Pf 3.2 Pn 8.7 3 --------------------------- Pt 12.8 ---------------------------------------------- 3 q= 0.0 K= 0.00 L= 10.0; Pt 12.8 Pt 12.8 3 Q= 23.4 F=2R F= 2.0: C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 D= 1.109 TL= 12.0( 0.0877 Pf 1.1 Pn 12.4 4 i Pt 13.9 --------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 10.0' Pt 13.9 Pt 13.9 4 Q= 23.4 F=2R F= 2.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 D= 1.109 TL= 12.0' 0.0877 Pf 1.1 Pn 13.5 5 1 Pt 15.0 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 14.0 Pt 15.0 Pt 15.0 5 Q= 23.4 F=B F= 5.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 D= 1.109 TL= 19.0 0.0877 Pf 1.7 Pn 14.6 6 Pt 16.6 ----------------- 6 ----------------------------- q= 0.0 K= 0.00 L= .--------------------------- 23.5 Pt 16.6 Pt 16.6 6 Q= 23.4 F=2RL F= 9.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 D=• 1.109 TL= 32.5 0.0877 Pf 2.8 Pn 16.2 7 ! ----------------------- Pt 19.5 7 = 0.0 K= 0.00 L= 5.0 Pt 19.5 Pt 19.5 7 Q= 23.4 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.8 Dr. 1.1.09 TL= 12,0 0.0877 Pf 1.1 Pn 19.1 8 - -� -------------------------- Pt 20.6 -- - - - - - - 8 - ------ q= ------ 0.0 --------- K= O.OQ ----- L= - - - - 8.0 Pt 20.6 Pt 20.6 9 Qe 23.4 FieURSO Fm 17.0 Ga 150 pe 3.9 PV -0.4 Vel= 7.8 D= 1.109 TL= 25.0 0.0877 Pf 2.2 Pn 20.2 9 Pt 26.2 ------------- Meter = 0.0 ------------------------------------------ Valve --------------------------- = 0.0 --------------------------------------------- --------------------------------------------- 9 Q= 23.4 <<< SOURCE >>> --------------------------- Pt 26.2 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 4 WILLIAM F. SQUYRES, JR. - FIRE PROTECTION HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 40 X Static X X X 30 + X Resid * Spr Sys , 20 + , 10 + I * Elev Loss J 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1 1.85 ! FLOW= (GP'M) 1 J'OH LUCAS RESIDENCE 2 HEADS FLOWING , X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 33.6 Psi @ 23.5 Gpm Residual 30:0 Psi Req'd Press,! 26.2 Psi @ 23.5 Gpm i , WILLIAM F. SQUYRES, JR. - FIRE PROTECTION 'Flow 30.0 Gpm R Press Cush'n7.4 Psi. , J HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILI;IAM"F..SQUYRES, JR. - FIRE -PROTECTION ADDRESS .: .P.0'. :BOX 3.1:76, , CHICO, CA .9.59,27.. (91 6 ) 345-1012. Date: 04-19-1996 File: LUCASI JOB LUCAS RESIDENCE 1 HEAD FLOWING STATIC 40.0 Psi RESIDUAL 30.0 Psi FLOW 30 GPM SPRINKLER MANUF CENTRAL MODEL : OMEGA MIN SPR'FLOWr14.0 GPM MIN SPR PRES : 12.9 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi ;Gpm -------------------------------------- -------------- -------------- ------------ 1 9.0 3.90 13.1 14.1 2 9.0 14.9 3 9.0 16.1 4 9.0 16.5 5 9.0 17.0 6 9.0 17.6 f 7 9.0 18.7 8 9.0 19.1 9 1.0 SOURCE 23.5 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 1 196 Sq. Ft. 196 Sq. Ft. i .07 Gpm/Sq.Ft. .07 Gpm/Sq.Ft. 14.1 GPM 0.0 Gpm 14.1 GPM 2.3.5 Psi 0.0 Psi @ SOURCE 0.0 Psi CEJ SOURCE Copyright(1991) 37.5 Psi by 23.5 Psi Hydronics Engineering 14.0 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415)487-9160 7.4 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM:F. SQUYRES, JR. - FIRE;PROTECTION ADDRESS : P.O., BOX 31 7.6, CHICO•, CA 95927 ( 91 6 ) 345-1012 Date: 04-19-1996 File: LUCASI JOB : LUCAS RESIDENCE 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) -------------------------- ------------------------- 1 q= --------------------------- 14.1 K= 3.90 L= 9.0 Pt 13.1 Pt 13.1 1 Q= 14.1 F=RL F= 8.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.4 D= 0.884 TL= 17.0 0.1039 Pf 1.8 Pn 12.7 2 Pt 14.9 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 9.0 Pt 14.9 Pt 14.9 2 Q= 14.1 F=B F= 3.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.4 D= 0.884 TL= 12.0 0.1039 Pf 1.2 Pn 14.5 3 Pt 16.1 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 10.0 Pt 16.1 Pt 16.1 3 Q= 14.1 F=2R F= 2.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.7 D= 1.109 TL= 12.0 AO.0344 Pf 0.4 Pn 16.0 4 Pt 16.5 -----------------------------------------------=------------------------- 4 q= 0.0 K= 0.00 L= 10.0 Pt 16.5 Pt 16.5 4 Q= 14.1 F=2R F= 2.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.7 D= 1.109 TL= 12.0 0.0344 Pf 0.4 Pn 16.4 5 1 Pt 17.0 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 14.0 Pt 17.0 Pt 17.0 5 Q= 14.1 F=B F= 5.0 ;C= 150 Pe 0.0 Pv -0.1 Vel= 4.7 D= 1.109 TL= 19.0 0.0344 Pf 0.7 Pn 16.8 6 Pt 17,6 6 - - q=' 0.0 K= 0.00 L= 23.5 , Pt 17.6 Pt' 17.6 6 Q= 14.1 F=2RL F= 9.0 C= 150 Pe 0.0 Pv -0•.1 Vel= 4.7 D= 1.109 TL= 32.5 +0.0344 Pf 1.1 Pn 17.5 7 + Pt 18.7 ------'-----------------------------------------7------------------------- 7 q= 0.0 K= 0.00 L= 5.0 Pt 18.7 Pt 18.7 7 Q= 14.1 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.7 D= 1.109 TL= 12.0 0.0344 Pf 0.4 Pn 18.6 8 Pt 19.1 ------------------------------------------------------------------------- 8 q= 0.0 K= 0.00 L= 8.0 Pt 19.1 Pt 19.1 8 Q= 14.1 F=L2RSG F= 17.0 C= 150 Pe 3.5 Pv -0.1 Vel= 4.7 D= 1.109 TL= 25.0 0.0344 Pf 0.9 Pn 19.0 9 Pt 23.5 ------------------------------------------------------------------------- -------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------ 9 Q= 14.1 ------------------------------------------------------ <<< SOURCE >>> Pt 23.5 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly ' �: ;:: . ,Mi:'i a i.. •. �::• 'WILLIAM F. SQUYRES,.JR. -.FIRE PROTECTION P.O. BOX 3176, CHICO, CA 95927 (916) 345-1012 HYDRONICS FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + i 90 + 80 + 70 + 601+ 50 + 40 X Static X , X X 30 + X Resid * Spr Sys 20 + 10 + y * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW-(GPM) JOB LUCAS RESIDENCE I'HEAD FLOWfNd X - Water Supply Curve * - Water Demand.Curve Static 40.0 Psi Avail Press 37.5 Psi @ 14.1 Gpm Residual 30.0 Psi Regld Press 23.5 Psi @ 14.1 Gpm WILLIAM.F. SQUYRES, JR. - FIRE PROTECTION Flow 30.0 Gpm Press Cush'n 7.4 Psi d f t i i WILLIAM F. SQUYRES, JR. FIRE PROTECTION -Flow 30.0 Gpm Press Cushln 14.0 Psi RESIDENTIAL ? 061-480-061 PERMIT#96-0520 LUCAS, George & Dorothy 69 Truman Journey Way, Berry Creek Cont; Steven D. Smith f New Single Family i F, ,ryr • J •a - _ I DETAC FOR SERVING UTILITY Address 4 i GAS Meter Byz4e Date" E L E a. f .JOB FINALED (Date)— Signature J=OK O=Not OK ' = Not Applicable -RESIDENTIAL (Single & Duplex) = Not Ready - Date UNDE FLOOR (Plans) OK except k's 4>-Setbacks-Easemen -Flood-Slope Xf✓ tg., Main; Soils-Elec. nd.-AC 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-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers- 'replace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF as Pipe; Size -Anchors - yard gas piping: size -test t ater 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 Ll TZTWard B Date Card B-1 Date Card B-1 Date Card B-1 Date PLLIWBING (Permit) OK except a's ater Htr.: Vent -Access -Combustion Air -Baffle ------- ----'-------------------------------------------------- Water Pipe; Test & Anchor -Nail Protection -- - -1 D.W.V.; Test -Fittings & Anchor -Nail Protection ----------- ----------------------------------------- 19. Shower Pan; Test, First Floor -Tub Access -- ' -- 20. Test Tub & Shower. Second Floor -Tub Access --- - - ------- Gas - Gas Pipe: Size & Anchors ---------------------------------------------------------------------------- Date - - - -- Card B-1 -- Date Card B-1 Date Card B-1 Date Card B-1 Date ELCCTRICAL (Permit) OK except rr's - - 2. Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors - -- ---------------------------------------------------------------- ---------- -- - - - 4. Size Boxes & No. of Conductors Stapled ----- ------ ------------------------------------------------ 5. Romex Installed Close to Edge of Studs & C.J. -- -- - - - - 6 Equip. Ground made -- w Mech. - ---- ----Bond Gas -- Water Appliance Circuts in Kitchen & Conductor Size GFl 28. Subfeed Wire Size a. Cu or AI-A.C. Wire Size ga. ------ ------------------- Cu or AI . 29. Range Circ. , g. Cu r AI -O Circ. r ga. Cu or AI. Insulated Neutral es ❑ No 3tT Service -Riser Conductors & Ground -Main Disconnect Panels-Motors-Mech. Equ p i�4uip.-6earances lothes Closet Light -Shower Light -Spa Light ------------------------ Smoke Detector ---- - �j ........ .............. Date (pVard B-1 !� Date Card B-1:::: .--------. Date Card B-1 Date Card B-1 Date M HANICAL,(Permit) OK except n's 4. A.C. Ducts Insulation & Support --------------- Vent Fan: Exhaust above insulation ondensate Drain &Overflow. Size &Grade 37 rnance-Vent: Access -Comb Air -Return Air Vent -115 outlet -- - - ---- . ........ ... .......... ... ... .. Attic Access & Platform if Furnance in Attic Date ard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR ING (Plans) OK except a's 9. ils. Proper Material & Anchors . .... ... ails Studs -Nailing. Spacing & Bracing -Plates Sound ... -- ----- --- 41. Bearing Walls over Girders & Floor Nailing ... .. 2. ralt Stop in Walls (rat proof) t ... Fire Stops: Furred Ceilings -Stairs -Chases -Tub _- .-.... ...... . .. .... ... .. 4.4. Headers & Beam -Sze & Bearing Date RAMING (Continued) Han rs-Post Caps -Anchors -Connectors ----------- - -- ----- Ing. Joist-Rftr. ties-Purlin-root Brac- hthng. fng. --- - --�-�`ace Ties or Type A Flue -Fireplace Throat clearance . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4149. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions t5g.--6'arage Fire Protection Framing - ---------- 454 -----4541 roperty Line Firewall & Openings -------------------------------- - - L12 Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------------�,Wtdth Headroom -Rise -Run -Landing -Fire Protection ' o�od on Roof Overhang -Attic Vents -Rafter Outriggers ------------ --------------- 55. Siding -Nailing Veneer 56--&1aGG9-k4_esh-Drip Screed -Fd. Vents-Underflr. Access ------------ ---- --- - Glazing Area -Glass Protection -Skylights -Plastic _ 5_8_. Shear Walls: Nailing -Bol --------- Insulatip a=Ceilingr---- 60.Infiltration_Walls_Windows -------------------- - ---- Date Card B-1 Date. Card B-1 - - Az1, - DateCard B-1 Date Card B-1 Date FINAL (Plans) OK except tr's Ext. Steps -Door & Sidelight Protection -Landings -_ t . Smoke Detector ---------- - - - - - - - urnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection _ __ __e m Exiting _ &Bath Fixtures &Tub Access -Spa EtecI Trim & Subpanel Breaker Sizes & Labels - -- ---- -- --------------------- -64--Stamss-V-Ra, l s -------------------P ---- ----------------------- re love: Clearances -Hearth ...... ....... ------------------- lyaH�Elec. Outlets at Wood Panel. Int. & Ext. t.F' t. & Appliance: Grnd.-Air Gap -Cooking Clearance -- ----------------------------- - . Elec. Outlets_ & Re_ceptacles at Kit. Counter . arage Fire Door Swing -Landing -Closer - 7 / e -Damper --------------------- - ------- ------ Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection PI lec. & Mech. Equip. Listed for Location ---- -------------------------------------- l- ---------------------- - leReceptacles in Garage: (G.F.I.)-Romex Protection .. -- - -------------------- Insulation -Foam -Looked in Attic ❑ Yes ---- ----------------------------------- uard Rails & Deck Construction -Post Caps 7 . s yawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - ------------------------ ----- - 80. Followinginstld,: Drive es ,,, f moo: Walks ❑Yes o: Planters ❑Yes No ..... ..... .o:_. row. Fnish----------- ------------------ ect_ Electrical_ Plumbing ... ..-------------- -- ----- Vents Above Roof: Plbg.-Appliance-fireplace.-Clearance to O enings . . ...... _.._ - - - - ------ --.---------------------------- Water Well: D sconnect. Electrical, Plumbing - --- - xierior Elec. Trim: G.F.I.eceptacle------------------------------------------Underground . Ventilation Throughout House ----------- * ---- -------------- --- ------ c�d Giass Protection itis. Corrections from Previous Inspections 89 Gas Test -Meters Tagged: Gas -Electric -------------------------------------- 90. Wa & Sewer Connected -C/O to Grade -HD Approval---- --- .- -------- -------------------- Energy Compliance Certificate -Other Certificates e----- -- ------------------------ Date $Card B-1 A. ....Date ------- Card B-1 -" ----- _-. Date ,(ij��i�GCard B-1 Date Card B-1 r DateCard B-1 Date Card B-1 Comments. at Final V=OK O = Not OK - Not l'Cple Ready Not RMOBILE HOMES , Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rf rs.-Connectors Shthg: Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'Ll't. / /Nat. or/ /'L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rf rs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 `J kJ kSUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 / PERMIT NO. APPLICATION AND PERMIT 7tv an ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER` S3 NE�� SQ. FT. OCC. BUILDING VALUATION OW 5 : [.l P M/� ® _ 1465 R 79,110. CONTRACTOR'S NAME " fv TELEPHONE 1533-737S- CONTRACTOR'S MAILING ADDRESS 1191 \1 G% 6wo4cC Fireplace CORRU,&LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS j1//r Filing Fee $ 20,00 Permit Fee $ 590.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 383.50 Energy Plan Checking Fee $ 23.00 3•00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADqRESk I, �. urn P�pLApR PERMITFEE $taV 1,01 6.5� ^rV P)koV/Ll r a PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 6.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF >k Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK NewX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: jt & 5 �ra r—T s(w, - e-&- _ Mobile Home I S I GI W @20.00 PERMITFEE g 1-36.00 Contractor ELECTRICAL PERMIT Filino Fee 1 2 0:0 0 Main Service a00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( zooA ro I000A ) 46.00 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 f force and effect. License Class Lic. No. baa 969 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 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. ) SO 67.35 3.5Q FT. NEW CONST. / MULTI-OUTLEUTLE T NON•RESID. \ BRANCH CIRCUITS ) @7.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES zo @ I.00 BAL Sa Ex. Occup. oUTLEEDr�PaEslo.�R ( ) 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 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 4-50 PERMITFEE $ 61 Contractor -no Policy Number (The above sections need not be completed 4 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,_Pose provisions. X ___ Date ��—�___ n ture of ant - ❑ 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 Is Energy Inspection Fee Is R CQf�j. TYPE SID. TOTAL FEE $ 1,369.50 HAZ. A FEES I `MP A FLoo V OF A PAY PAYEL PID HD ISsu This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By applicable provisions Resolutions to do work been paid. Date 7 J 7(p (p e) ReceiptNo. O WHITE•D.D.S.• .D.: CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Plot Pho Attached Floor Plan Auachod M. SMI to B.D— -1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 'A CA --S Am xojey WAY Owner Location Bw c -w -2y( Ae&--X' AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well v Clearance for a bedroom home. Other final for: clearance 0. K. Environmental Health 8/92 44. r7b Date COUNTY OF BUTTE - DEPARTMENT OF OWNER 7 COUNTY CENTER DRIVE - LOPMENT SERVICES - BUILDING DIVISION FORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET ceor Proposed Building. Use 1-uC,0 s P o. Cil --o Building Inspector Date 9 Y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All it ems have been submitted. ......... ............................. K2. Plot plans, 3/4 sg�� signed by preparer of plans . ......................... . 3. Complete plans,1374 sets,,,: Saprepase�,.of_pla a.......... 4, Engineered plans and calc '-w gp IVIA-011*6� .............. 5. Hazardous Material Forrri.............................................. ON 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... OK8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehomnuf ctnr's 2tallation instructions,2 sets. ..........10. Fees of $d ..0 .....:.........:................ .11. Impact fees as shown on attached schedule. ....... . 12. California Department of Forestry plan approval/fees,. �................... 13. Flood elevation letter (100 year float:) by C?Jifornia Engineer . ................. . 14. Sanitation and plot plan approval ( ('61 y i (e, Health Department. ........... . 1 . City of Chico plumbingpermit.......................................... 6. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: d ur ,Gdlal. 18. Contact Land Development about (A) Improvements (B) Drainage. . . pffl9. Driveway permit (construction approval required prior to occupancy). ... .. .. .P�a"sDeL� on 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 . ........................' . 29. Documentation of legal access. 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 . ...................................... 312. Plan check list. ........... .............. ..................... 33: � When you issue the p r . ,proc ss as follows: Mail owner. it to 'n'ra or' TelephoneJr ' % '9 and hold for pickup at t1`®V / s Deliver with inspector. Other 77 Parcel Creation Acreage Applicant- / Date 3 Z Copy of Haz-Mat form sent Health Dept. Fire Dept. ti II ion D to Copy of plans sent Health Dept. Fire Dept. Other Dat By The following data must be submitted prior to permit issuance:ircle new ' em not ch ck d bove). 1. Index permit for above items No. 1 2. Additional items reauired: 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 Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works I'".9.,w;_�r,y.%,f1C'r.,�'..+vat'�v"eirr^q*xr1. �x„`/'""*'►tdf'�i't�M.w�x�ryyir'rlj?MY'7+Ys7tr�crcrrwiora+,�; �( . t', '1- 7a 1 BUTTE COUNTY_ SCHOOLS IMPACT FEE CERTIFICATION FORM (One; Form Per Building) {School District OD 04 �n h Building Department No. �^ e A.R: Number 04 #LtO-06 Jurisdiction: 0 City [� County Property Owner_ 4 '• Property Location/Address w Subdivison Residential Development No.o Living Units Commercial/Industrial New N 1,1 19 v Ocie Lot No. (\ e C1//� 0 Sq. Footage 6,�— Addition (Group R) 0 Addition Sq. Footage (Including Exterior Roofed Arreeas) Z/jl /� Building Department Representative Date., (Floor Plans reviewed by School District Personnel) A I1,% • 9601 District certifies that' - (Street Ad'dres `— f(Phone NurAber) / (City) (State) (Zip Code) Q ry has complied with the requirements of Resolution No. /OS / 0 by payment of $ representing .1466 square feet. AB 2926 TIO School District Representat ve Date fA Paid by Check # Remarks: Bank Number Paid by Cash 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) feeformmkl (11/94)dmm 9661 Z Z ddb no 40 uNnoo COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER✓ 2 U CQ S A.P. -# �6 /_ �&6-Dlo PROPOSED BUILDING USE ,/) e__ uo S �1 DATE , REC. # DATE REC SCHOOL DISTRICT FEES ` (paid at District Office) ` Z �. SHERIFF FEES (paid at Building Division) _ - - Residential.... unit amt. ' Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SR INSPECTION AND PLAN CHECK 89.0 (paid at Building Division) l `Z �o G"SCJ 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) ..8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE iF.'3':`•-^'—a - — .:a , .i ... .. / Fes.: � :... ..a -.. -,- ._ . t. -,fit: COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chito,`CA - (916) 891-2751 j> 7 County Center Drive, Oroville, CA - (916) 538-7541 .. s 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE99 sit K OWNER PERMIT NO. �x A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notifyshis office when correction of work i^3 is completed. If you have any questions pertaining to this matter, or need additional explanation,a please contactthis �fficeimmediately41 A SWAII ✓11 y i �F— ���a 5 �� "":3 LI Date �S Inspector REV 10/9 ' •+ COUNTY OF BUTTE - I r" BUILDING DIVISION, xL DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico; CA - (916) 891-2751 ' 7 County Center Drive, Oroville, CA - (916) 538-7541' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE R IJ;laT1ti1 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 f you have any questions pertaining to this matter, or need additional explanation, please c:9#4act this office immediately. DGte �j Inspector �s REV 10/92 kk 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 immediatelv. C/ Dr!> std K �v Drate— ter"/it D �RR�V 10/921 11 Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road; Chico; CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE kk 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 immediatelv. C/ Dr!> std K �v Drate— ter"/it D �RR�V 10/921 11 Inspector Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation -. protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. _Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. March 1996 3.3 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: _y1�Lf �'.�i.� BUILDINGPE ER: - S a� PLAN CHECKER: ' - o�S - /lam A. P. NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. C �.' Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). r Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Q"'/ Setbacks, side yards, easements, etc. Q3 ' Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6 Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters,jaeatin^ d cooling equipment, other electrical or gas equipment. Garage firewall, door size<< loser (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1 Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2 Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and ca1c. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. March 1996 3.2 R 0 CA PTI. I REG r- m C/1) C-1) Vv V'l LA LA Ul IN ( 3) Lbw' 4 Fi2cx(q- ui'1LLS' ', A7- REN -Z- C-ote'r-4 Qoq:c- -v*t S Ta �Ab ��s �- c K (Z�vC.G 1 .xC5fi��S�X l2jC z Z Z-71� c� \2 t,c� �i c"t c m . --2y, l c, ��tk�L1L. Ov�Z. �tU�21�1 i Nom. 12 5� /CEO ss x I 5/3I a Z = .3oa Irl C�- ' 1g4oc s c-D�axl -S-rt 4YiS,�: 4 Z -+ SCS I �. � �� Z � �G [lam � C oa��� Rsa � � ►�.� (Aae D7 -2.Q [6LOWWAI) kU-C-W (-7'R) % `��ltitr3r o�V -15 � 1A-buDDdVSv3 —z Yl? -2 tj it T 2SJ— Doti WQCNO Lc�-_-c Assu-*A� Ay\jycA-sE- Sell QST 1 z=- 1;1 Q5Z ----LL-7. �n L 1� � ('4 rMdt o►�c� � �� � C l � z �� X14 Z �C�b 4-,a"AL Y ��11�t � O ��'W -PQM og <a3 `-td L C�FR = 01 = /Y1 rd J7 isN -;�q G) IDIOM 5 �i 2% c L..� (ss o (S+7-�9 --X om SOT LL% I I Rsc� —7/25 G�Z►� c��J�CL'it) Rte � t� . . r AW&L 43 P�2 &D �S 46d Qat GN. ((n/2 4- 4T2 sol N�, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Lucas Residence Date........ 02/05/96 Project Address........ Truman Journey Way ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Buili-ng Pe mit Energy Calculation Services -V 1907 Mangrove Avenue, Suite D Plan C ec Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence Component Type Wall 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.... Frame Type n/a 1465 sf Single Family Detached New Front Facing 10 deg (N) 1 1 Slab On Grade 14.9 % of floor area 0.59 Btu/hr-sf-F BUILDING SHELL INSULATION Cavity Sheathing Assembly R -value R -value U -Value Location/Comments R`-13 R-n/a 0.088 Door n/a R-0 R-n/a 0.330 Roof n/a W300 R-n/a 0.031 SlabEdge n/a R=0 R-n/a 0.900 SlabEdge n/a R-0 R-n/a 0.720 SlabEdge n/a R-0 R-n/a 0.550 SlabEdge n/a R-0 R-n/a 0.500 FENESTRATION FRONT, KNEE WALL, RIGHT, BACK, LEFT ENTRY, TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE Interior Shading/ Description Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std None Exterior Shading None None None # of None None Area U- Pan - Orientation _fir (sf) Value es Window Front (N) 30.0 0.600, 2 Window Front (N) 10.0 0.600 2 Window Right (W) 9.0 0.600 2 Window Right (W) 16.0 0.600 2 Window Back (S) 30.0 0.600 2 Door Back (S) 20.0 0.570 2 Window Back (S) 30.0 0.600 2 Window Back (S) 18.0 0.600 2 Window Back (S) 40.0 0.550 2 Window Left (E) 12.0 0:600 2 Skylight Horz 4.0 0.800 2' FRONT, KNEE WALL, RIGHT, BACK, LEFT ENTRY, TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE Interior Shading/ Description Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std Drapes.Std None Exterior Shading None None None None None None None _fir Xnecc D RP TO GARAGE TRUSS Over- hang/ Framing Fins Type None Yes None None Yes VinylDiv Vinyl Vinyl Vim' Vinvl • 4r. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2. CF -1R Project Title.......... The Lucas Residence Date........ 02/05/96 MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence Type SlabOnGrade S1abOnGrade Equipment Type Furnace Evaporative Exposed Yes No THERMAL MASS Area Thickness. (sf) (in) Location/Comments 159 4.0 ENTRY/NOOK/KIT./BATHS 1306 4.0 TYPICAL HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.780 AFUE Attic R-4.2 Setback 11.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 .56 EF 40 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 *CF -1R Project Title.......... The Lucas Residence Date........ 02/05/96 MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence 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/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Steven D..Smith Name.... Marty Runnells Company. General Contractor Company. Energy Calculation Services Address. 11 Dawn Court Address. 1907 Mangrove Avenue, Suite D Oroville, CA 95965 Chico, CA 95926 Phone.-.. (916) 533-..7595 Phone... 916-894-8466 License. Signed.. Signed.. _ ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate 1iart . MANDATORY MEASURES CHECKLIST:. RESIDENTIAL Page 1 MF -1R Project Title........... The Lucas Residence Date........ 02/05/96 Project Address........ Truman Journey Way ******* Chico *v4.50* Documentation Author... Marty Runnel-ls ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User. -Energy Calculation Servic Run -1465 SF Residence 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 binding 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- er ment *150(a): Minimum R-19 ceiling insulation. t/ 150(b): Loose fill insulation manufacturers labeled R -Value.. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised 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 . N/q 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. �} 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. N A 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 2 MF -1R Project Title.......... The Lucas Residence Date......... 02/05/96 MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1: Indirect hot water tanks (e.g.,.-unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater).- reater).,2. 2.First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans " 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 7811 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa.' 3. Pool system has directional inlets and a circulation pump time switch. WA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k)': 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. ✓ COMPUTER METHOD SUMMARY Page 1• C -2R Project Title.......... The Lucas Residence Date........ 02/05/96 Project Address........ Truman Journey Way ******* Chico *v4.50* Documentation Author... Marty Runnel-ls ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. .. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.34 16.57 -0.23 Space Cooling.......... 12.92 10.93 1.99 Water Heating.......... 14.41 14.94 -0.53 Total 43.67 42.44 1.23 *** Building complies with Computer Performance *** Zone Type HOUSE Residence 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......... Footprint Area ............. r Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Floor ..Area (sf) 1465 sf Single Family Detached New Front Facing 10 deg (N) 1 1 ReducedYear Slab On Grade 1 14401 cf 1465 sf 1465 sf 1465 sf 14.9 0 of floor area 0.59 Btu/hr-sf-F 9.8 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Vent Special Thermostat Height Vent Area Type (ft) .(sf) 1465 14401 1.00 Yes Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Lucas Residence Date........ 02/05/96 MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic -Run-1465 SF Residence OPAQUE SURFACES Area U- •Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 175 0.088 13 10 90 Yes None FRONT 2 Wall 77 0.088 13 10 90 Yes None KNEE WALL 3 Wall 194 0.088 13 10.- 90 No None TO GARAGE 4 Door 20 0.330 0 10 90 Yes None ENTRY 5 Door 18 0.330 0 10 90 No None TO GARAGE 6 Wall 362 .0.088 13 280 90 Yes None RIGHT 7 Wall 38 0.088 13 280 90 No None TO GARAGE 8 Wall 246 0.088 13 190 90 Yes None BACK 9 Wall 374 0.088 13 100 90 Yes None LEFT 10 Wall 43 0.088 13 100 90 Yes None KNEE WALL 11 Roof• 536 0.031 30 n/a 0 Yes None TO ATTIC 12 Roof 974* 0.031 30 10 19 Yes None VAULTED TRUSS PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 7 0.900 R-0 No TO EXTERIOR 14 SlabEdge 149 0.720 R-0 No TO EXTERIOR 15 SlabEdge 4 0.550 R-0 No TO GARAGE 16 SlabEdge 21 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 30.0 2 VinylDiv Slider 0.600 10 90 0.88 0.78 Drapes.Std 2 Window 10.0 2 Vinyl Slider 0.600 10 90 0.88 0.78 Drapes.Std 3 Window 9.0 2 Vinyl Slider 0.600 280 90 0.88 0.78 Drapes.Std 4 Window 16.0 2 Vinyl Slider 0.600 280 90 0.88 0.78 Drapes.Std 5 Window 30.0 2 Vinyl Slider 0.600 190 90 0.88 0.78 Drapes.Std 6 Door 20.0 2 Wood Hinged 0.570 190 90 0.88 0.78 Drapes.Std 7 Window 30.0 2 Vinyl Slider 0.600 190 90 0.88 0.78 Drapes.Std 8 Window 18.0 2 Vinyl Slider 0.600 190 90 0.88 0.78 Drapes.Std 9 Window 40.0 2 Vinyl Slider 0.550 190 90 0.88 0.78 Drapes.Std 10 Window 12.0 2 Vinyl Slider 0.600 100 90 0.88 0.78 Drapes.Std 11 Skylight 4.0 2 Metal Fixed 0.800 10 0 0.88 1.00 None COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Lucas Residence Date........ 02/05/96 MICROPAS4 v4.50 File -960265 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence Surface HOUSE 2 Window 5 Window 6 Door 7 Window 8 Window 9 Window OVERHANGS AND SIDE FINS Area. Thick Heat Conduct- Surface Mass Type (sf) Window— Overhang HOUSE Left Fin Right Fin— Area ENTRY/NOOK/KIT./BATHS 2 S1abOnGrade 1306 ' TYPICAL Left Rght HVAC SYSTEMS Minimum Duct Duct (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght Evaporative 11.00 SEER Attic 10.0 5 n/a 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 5 n/a 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.67 n/a 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 5 n/a 5.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 4.5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.67 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area. Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 159 4.0 28.0 0.98 R-0.0 ENTRY/NOOK/KIT./BATHS 2 S1abOnGrade 1306 4.0 . 28.0 0.98 R-2.0 TYPICAL HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.830 Evaporative 11.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External Tank Type Heater in Type Distribution Type System Energy Factor Size Insulation (gal) R -value 1 Storage Gas Standard 1 .56 40 R-0 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Lucas Residence Date........ 02/05/96 Project Address........ Truman Journey Way ******* Chico' *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96026S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1465 SF Residence GENERAL INFORMATION Floor Area ................. Volume ........ ............ Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range. ...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1465 sf 14401 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 10 deg (N) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 12683 5455 Glazing Conduction ............... 5184 3370 Glazing Solar., .................. n/a 3738 Infiltration ..................... 8191 3363 Internal Gain .................... n/a 2100 Ducts ............................ 2606 1803 Sensible Load .................... 28665 19828 Latent Load ...................... n/a 3966 Minimum Total Load 28665 23794 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. l V P17,C&f /0871- PS5 svti OWNERS �( A.P. NAME:Leas,c6 O L�NUMBER: (J 6Q U PRINT LAST NAME FIRST COUNTY ZONING X FLOOD MAP: Z 5'0 C DESIGNATION: U- FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 'DATE OF RECORDING -0&t,- iti.�Y9 Z' - LOT 3- BOOK /28 PAGE : 9 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES k NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to . • B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X 20. Ilmst j7W6 c Cf A?t6 %1r CIV& t ?O7 SLvo[ -5— 0s-/ /��/� /✓d OW&Z 0/>^00— yY✓�S (/Ntdi7--AJG&e RT SG-rz-rlG .ryt�N�''L %c 21. Pa 16 V4 -76r A 7'40U /04a4-"' /36114,OrNS �i✓dG/ZU/�C! /I?U-" OA/ /dvlc./Jiti3 Aar P4aN. 22 23 24. 25. AICI IN36WIR30 ONVI i.un9 :10 A1N665 9661 £ 1 8VW ®3AI333H LD 9195 - Q\WP51\FORMS.K\BLDGPERM.CLR FIRE SPRINKLER NOTES: 1., FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D. 2. TANK FLOAT SWITCH MUST BE SET TO MAINTAIN 1467P GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PftQVIDE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK FALLS BELOW D GALLONS. 4. THE FIRE SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP AT PSI. 5. PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE. 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY. 8. SEE PLANS AND SPECIFICA i IONS FOR OTHER REQUIREMENTS. - 085 /0-- All And when recorded mail to: _ + +O I Rec Fee 9.00 Building Division Recorded I COP 1.50 #7 County Center Drive I Check 10. 50 Oroville, Ca. 95965 Official Records I County of I Butte I Candace J. Grubbs I Recorder I 2:23prn 23—Apr-96 I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort fiom the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propem situate in the County of Butte. State of California. described as follows: Date: 4-4-96 PROPERTY OWNERS: State of California County of BUTTE On 4-4-96 before me, PENNY C. ENGLAND personally appeared GEORGE J. LUCAS AND DOROTHY L. LUCAS' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. PENNY C. ENGLAND Com *slon 11079122 W CPS1 Signature /t/ t/. 4 -g --e Seal: Butte County, Calfomla ' aN COMMIM (V. DEC. 3.1999 i 95-44769 ..--- =4 ORDER NO. BU -151379-3 DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE,. DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, $ECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATM3 OF CALIFORNIA, ON DECEMBER 17, 1992, IN BOOK 128 OF -MAPS, AT PAGE(S) 94 AND 95. RESERVING THEREFROM A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. PARCEL II: A RIGHT OF WAY AND PUBLIC UTILITY EASEMENT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 17, 1992, IN BOOK 128 OF MAPS, AT PAGE(S) 94 AND 95. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. END OF DOCUMENT 66 APPROVED Env -Suite County "Inmental b�alth S s Eo U!PtAENT !;, WJD(NG STRUCT�SRE� AtSID aap OF ALL � 11 ALL HANGS SHALL CLQ OVER � . 3t7 FT' Spy- Bn,CK �• _—r---_ _ �, ���;�-ri; ;.-;a.:- :• A T.NE F EAI' R , . _ - .'•,f ;_ S f' �' :�`" ENT FDFS A S.' i P, EV 1 E - F�- .7-1, 4h TF -5T/ DKA I W � P -W Std, �Tv ajr�Ls UECK VALVE 1 1' re ATE 'JA A q - FRDN SUPT,?L-/ / " R P 5 1[ R D Tf, J` �' - — Tf - ---------- ,4,40 WAP, Atfit*i 00 '4f ., C,% R) S F- 110 ly 1'2' 14P 80PSrrk POHP MAIN :510 VjA�VF- r.-flot-1 C, Ale vv -P -5mc-li of I WE'LL_7-) DO dAl Al -'K/ Np "olvp A' APP) w y; Lic. No. 275206 N, p F I MOTH I% --f-t ALL PIPETO 8E, L15TIM CVVC. P)/, -)E.- 6,,r-KAF6 TV 0- El rLs 41-'o lfle:` CC) J. HEADO-1 TV ij?" MA t io M. 14 ?,cl V- FAL TVI*FW- x I ..,C, WATE,i' 1 y f -TK DIM61b"-i MIM F,1,9h� 15 0,4 'WTELEDYNE NATK)NALTRACING FOPER NO. 186A-iaX24-1111 DRAWN CHECKED DATE SCALE JOB NO. SHEET OF � SHEETS w, �. �. } ii i �I �, ,:. w, ', ii i �I