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041-540-039
041-540-039 03-3338 HOUGHTON, JAMES 4400 TAO WAY, OROVI gVALED Cont: SIMPLEX LP FIRE SPRINKLERS I 04/- Sy0=o39 --.�� uai-5vu-u3Y Ot-1330 HOUGHTON, JAMES q oeTAOWAY,OROVIL CONTR: �INAL.E)DGARAGE 6 041-540-039 02-0 '.� HOUGHTON, SOCT IMIOILED 4400 TAO WAY, OR L, Iq-0 _ ADD ELEC MAIN TO -1330 041-540-039 HOUGHTON, SCOT INALED 4400 TAO WAY, OROVILLE ADD ELEC. TO BP#O1-1330 - �6 041-540-039 03-1164 HOUGHTON, PAM 4400 TAO WAY, OROVILLE INALED MHU - 2ND DWELLING _)DIN - I y -� �9 ELECTRIC GAS LINE COMPACTION TEST REQ_ SUPPORT STRUCT REQ_ 041-540-039 NMI HOUGHTON, JAMES 9-1 -dY 4400 TAO WAY, OROVILL NEW SINGLEFAMILY Vy NOTES RESIDENIMAL G HOUGHTON, JAMES 'iN'60 TAO WAY, OROVILLE j CONTR: GARAGE k .mac rnar-•r.- , t Y Ile �s a v.. i f SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER • �i 02 d�8i 1 JOB FINALED t Signature CHECKED BY J = OK i 0 = Not OK - = Not Applicable., MOBILE HOMES MISCELLANEOUS * = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements Z tng Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch Footings; Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-C/O-Concrete 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Shthg.-Frg-Bracing 6. Gas; location-Test-Wrap;-/ /" L'ft. 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures / /'Nat. or/ /"L'ft./ PLPG 6. Carports; Windows- oors 7. Well Clearance 8 Disconnect 7. Electric uq 8. Utility Clearance . 'Fr g.; Sills-Anc rs-Studs-Rftr -Trusses ding; Nailing-Veneer-Stucco-Mesh O.,Roof; Shthg-Roofing Date Card B-1 Date Card B-1 xt.; Steps-Doors-Landings Date Card B-1 Date Card B-1 Braced Wall Panels Date - MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements Date Card B-1 Date Card B-1 2. Footings; Size-Spacing-Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test-Demand-Valve-Connector Date FINAL (Plans) OK except #'s 4. Electricity; MH Test-Crossovers-Breakers-Clearances 1. Setbacks-Easements 5. Drain; MH Test-Fall-Flex Connector 2. Soils; Compaction-Structure Stability 6. Water; MH Test-Regulator-Connector 3. -Pool Structure; Steel-Connections-Thickness r 7. Water and Sewer Connected-C/O to Grade-HD Approval Dead Men -Lining �r 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs-Type-Installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries-Terminals-Listed 11. Cert. of Occupancy 7. Elec.; Bonding; Metal w/5'-Circulating Equip.-Heater 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip.-Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test-Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Ste el- 8lockouts -Wrapped Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Ext. Steps -Door & Sidelight Protection -Landings 6a. Hold Downs and Special Anchors 65. 7. Slab, Steel -Wrapped Bedroom Exiting 8. Piers -Fireplace Ftg.-Steel 68. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stairs & Rails 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 71. 11. Water Pipe; Test -Anchors -Regulator -Service Test Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 12. Electric Underground 74. 13. Plenums & Ducts; Clearance -Material -Support -Ins. A.C. Duct in Garage -Damper 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 77. 15. Access & Ventilation Elec. Receptacles in Garage (F.F.I.)-Romex Protection 16. Insulation 91. Gas Test -Meters Tagged, Gas -Electric ,Date 92. Card B-1 Date Card B-1 Date 93. Card B-1 Date Card B-1 Date 94. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 18. Water Pipe; Test & Anchor -Nail Protection Date 19 D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access Comments at Final: 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Insild./Drive J Yes J No/Walks :j Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 ' 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ER - 3,3 v PERMIT NO. ti A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ,'. please cont t this office immediately. i E ~ F' l 1. Date 6 Inspector REV :10/92 ii. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 44te 61-133 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please coact this office immediately. s Date S/L� Z-- Inspector 4'"���' REV 0/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/46) APPLICATION AND PERMIT bi'i33Z- ASSESSOR PARCEL NUMBER 041-540-039 ZONING SR -5 . BU I LDI NG P ERM IT OWNER HOUGHTON JAMES SCOT TELEPHONE 532-173 SO. FT. OCC. BUILDING VALUATION ul 0 368.00 . OWNERS MAI NG ADDRESS 32r8 RUDIGA RD. YANKEE HILL CA 95965 CONTRACTOR' NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 10, 368.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINE Plan Checking Fee $ 81.90 BUILDING ADdRES TAO WAY, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 227.90 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other _ SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping . 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other Describe Work: GARAGE / Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: yJ5L I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( i ACC. BLAS. 3.5¢FT. 28.14 NON.RDSID MULTI -OUTLET BRAWH CIRCUITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. 20 @ 1.00 OUTLET OR FDCTUREs Ex. Occu BAL. @ .50 Nis Ex. Occup.OFlx�TLEtD�s AE`s DEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 48.14 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with. those provisions. X Date ` �--o l Signa of Applicant - ❑ Omitfer ❑ Contractor O 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 $ Jocc T TYPE TOTAL FEE $ 276.04 HAZ. I D. FEES IMP I FLOOD 1 CDF PARC0. I PD H ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for ich fees ave been paid. I q By late / PER EXPIRES ON ate ReceiptNo. 324679/$276.04 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 IFORNIA 95965 TELEPHONE 530 538 7541 COUNTY CENTER DRIVE - OROVII,LE, CAL i PERMIT APPLICATION DATA SHEET OWNER: HOIn ! 1 �Q ✓� ASSESSOR PARCEL ER: C)4' �S Proposed Building Us " o.: $ r FBuilding Inspector: Date: (� At time of permit application, I 4vas advised ifie following data must be submitted prior to permit processing and/or issuance: Date Received By items have been submitted ---------------------------------- plans, 3/4 sets, signed by the preparer of plans.-------- iplete plans, 3/4 sets, signed by the preparer of plans. -- neered plans, 3/4 sets, with wet signature on plans. All truss details and layout in duplicate (required prior to plan review) No faxes! En gy Design Compliance and supporting documentation. ---------------------------------- tatement of Intent for -Non -Heated and A/C Buildings. --------------------------------------- ❑ 8. Hazardous Material Form ------------ ---------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. . El 13,tilood elevation certificate. ---------------------------------------------------------------------------------------- anitation and plot plan approval Health Department. ------------------------------------------- '� 1 ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ P plan and business license approval from the City of Biggs. ---------------------------------------------- ---- -- . Planning approval for (A) Use: OIL (B) Parking: __-- W18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------- 0 ---------- ❑ 19. Encroachment Permit for driveway construction approval prior to occupancy) ------ ❑ 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ❑ 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Budder Verification (Given to own P, Mailed to owner.❑). - ❑ 24. Letter of signature authorization.-------------------------------------------- 1125. ------------------------------------------ ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------- ❑ 9. 33 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: ,� z -) y When you issue the p rmit, process -as�'follows ❑Mail to owner, ❑Iv�ail to contractor. .A — td (Date) []Telephone 0 �i and hold for pickup at F U' office. ❑ Deliver with inspector. APPlicant: v C Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date. By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index pen -nit application forth ab a items numbered: Pr P ❑ Plan Check List 2. Additional items required: v y 6V4 Contractor, designer, owner, was of the above redata by one, ❑mail, ❑Building Division counter, by Date: O/ Contractor, designer, owner, wad advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, o er, as advised of the above re 3rto by ❑ phone, ❑ mail, ❑ Buildin Di ision counter, by Da e: Plans reviewed by: Date: Q) Plans approved by: Date: d Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:" ` Date: Yellow Copy - Department of Development Services, Building Division. Ire n i n r � E.H. S�E ONLY a�• : Plot Ran Attnch.d ` t' Floor Ren Aria had Sent to B.O. TO: Building Department FROM: Environmental Health /� I SUBJECT: Sanitation Clearance d), , � L) A 6 Do Owner L cation 0# Plan Approved for: Sewage Disposal Water Supply: zPblic Privateell Clearance for dwelling. Other ho n A b 19 r,1 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Non -Residential Buildings Energy Conservation Standards Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings Please print clear and legible! Owner's Name: --I GLw-2S 's, f Date: 6 q- o Assessor Parcel Number: 0 q ( - 5 (40_ G 3 9 Building Permit Number: Occupancy of Building:' U -1 I hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter any of the following: 1. The building envelope. 2. The insulation requirements of the heating, ventilation, and air conditioning systems. 3. The heating, ventilating, and air conditioning equipment. 4. The water heating system. 5. The lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Division. 57 � r<r Signature of the Building Owner�al'�C!g�,T Mailing Address: Telephone Number: 530 N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING OWNER: �a Vu' -2-5 Scc f / /y L) MAIL ADDRESS: 2 YS I ZLi 110 YA.�:-k-e e Com- q5 96S :... . SITE ADDRESS: ` 10f- PROPOSED USE: �4 �I0 UILDING PMT. t A �� PHONE: �53 Z —% ?3 '7 a© CJ PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OR THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION 6) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as.a cooking area? 9. Will this building be occupied at any time as a I'iving area? SITE CONDITIONS: Yes: No: V Yes: No: V -- Yes: Yes: No: ✓ Yes: No: 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? Yes: No: - Yes: No: No: Yes: No: Yes: No: Yes: No: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes: No: t� 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: 12. Do you plan to add a driveway or modify ebsting access to a county maintained road? Yes: No: - 13. Will the proposed structure encroach within any recorded easement? Yes: No: f CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: ✓ No: 15. Will this building be heated or cooled? Yes: No: 16. Will this building have a water closetitoilet? Yes: No: 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? % f Yes: No: 19. What type of floor covering will the building have? co PA cre 20. What type of wall covering will the building have? s 5 e, ADDITIONAL INFORMATION: I hearty affirm under penally of perjury the above Infromation Is true and correct. I understand that any changes to the use, or character of use, of this building Nnl1 require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information If or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: I9. i 'XI CIO,. 1 � 11 Qt �.• f .w _ O so 3c Pte_ ALL 8'i=lJCTURBS AND IPMENT INCWDR O OVERHANGS SHALL BE OF ALL EASEMENTS. a A SET BACK OF _ FT. -ROM THE SIDE AND —�D _ FT. FROM THE REAR. ROPERTY LINES AND -0 v� :SD FT. FROM THE ROAD NTERLINE SHALL BE. t pvY'^ CLEAR OF'STRUCTURES AN QUIPMENT EXCEPT 1 FOR A 2 FT. EAVE OVF *VtANQ. �l Environmental Health J JUN 2 6 7,001 / Uouncy uentecUtlYe � (lmville,Ca -APPROvEn APPROVED Butte County • Environmental Health r -t .0 ) ignatu s, dp 7 77.7 _..., Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[(] NO[ ]. 2. I HAVE[] HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with. the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person -f6 coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY.- PHONE: ITY:PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons, to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. ' - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 if you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc�rel , ,� • .- � Micha 1 C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Jp OVER PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name Received By: Date: A. P. #: `7 / S Y (-)..3 5 Permit #: d Time: ' �3 ConiactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item 'Engineering vc S ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: -g Requested By Plan's Examiner - Examiner's Name: Dcx ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show chane ed and 1 cat' n i volved When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold foricku at the O P P Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: . ❑. $46.00 Receipt #: . ❑ Additional Fees Not Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt # flrr Ir■rul InII ru'rl rn:I nnn,""'-'r"" ........... ......_. ............ I STANDARD GABLE .ENL) DETAIL bUrJ'PAGE'1�OF2,uw . I�.!It•Vlvrll V+! L-JKAI:Jtdfi REFER TO TABLE BELOW VARIES �" ;�' SHEATHING 3/8/00 ,TO COM. 44 2x4 Na,Z vk 6'i k. ur-L 1 112" (by UI HERS) _ _...__.._.— TRUSS 1X4 OR 2X3 {TYi°) 3 1/2,, —�� I1If I j 24- MAXIL 7. :4` f•1 TYY 24" O.C. (MIN,) ' } { 1 A A I 1 I I [a.4 I.,.A I r,HAL 13RACING G,#3" /* + I � I loc' `'= TOP CHORD AS REQUIRED PER t.0 I II I IABLI= BELOW N 1,{ ,T I j f1TrH DETAIL �Si�l1','•!�ww.w�rw�f!!!w5?;;J.U:or• ,.«...........:..� ., .,.,':'i>�......•;•.x�.,: CONT. BRG H;AA SPAN Tu".iWrf:la COM MON TRUSS..._ .....___.... —.F.I STUD , i -RRAI_ f! IdxlLtu I VIru.LL p ��fl.If -- , TO 794 VFIRTI(.AI fi NtAl hIMI-S SPACED AT 8" O,C, I - I{�I 4tiI MA I tKIAL DETAIL A L,I,Tf of"fl flnAP�I1J,9 f All INA 91'1I��fl_II�I LOADIKpol) M!.mmn 2.8.8 � I— VFaRT. I11Flf_ ! IT _ A nF ?JAu 01,47 r?Jh ! ICLL 10.0 Pldtt:Lumber IIILIeaSe 1.15 i � UP T' 1�( 'I -- -- 6f - -_-_ iL !CDL 10.0 Luntitil5r f I',�I �a�r= 1. f.ri , I z �` Ti SCLL 0.0 Rep Stress Incr YES ' 7 -Q - -6 J _ I [XIDl ion 011,11 Ir I_IBf"�r114tIt�Iy'J I ---'� - —._.. OVER 8'�" ---� - � bu- , TOP CHORU Z A 4 arr N0.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 MAXIMUM VERTICAL ST HEIGHT � UD _ 3PrtiCItJf3 f�P V@RTICAL� WITHOUT BRACE WITH LATERAL BRA WIT F �E !12 -LATERAL 6RACF WITH i_. BRAC_ E 2 I Q.Q. = .0 12 189-0 - _I,o1 24 wL 1 { U.G. 5���-0__......... — 1 -1{LU _.._3-O_.7�-0 J NOTES 1) VERT, §TVGlti NAVd t}L0 FDR Mr, MPH IA(INrI, E.Y.R. B IdrlGwT 26 G'r 7) rilNNFr.IInN RFTIN I-FnfTVNTTOO6 CHORD OF CARLC CIII D TnLicC AI10I.VALL V8 BC rM1y4iWI.W nT rN11,1rI if rrYfilfvhl-H nrf 6Rr-MITE( T. 5S IOU1414131 I. CPY 81' THIS b&WVIM;- 1 U L VN I KAL; I VH 1` -UR BRACING INSTALLATI (, t BRACING O': V -711 IOOF $V81'Er•n 1N Irlrnl I nut I'I I n11I I I n nv 11 n I nI_i•ur. JI.1 MI I Yl_ 11`J� I L1IGfNCCr, fOR TCf�1M8RAR'i AIJG P�RrV4u��i�'I p nF_TAIL A (CH(_TWN ADOVL) APPI.I[5 TO 9TRUCTVrtAL CAOLr- CNua ANU Its GABI.0 CN05 WI'i r, AMAX. VERT. STUD HEIGHT OF 8'-6'. TOP CHORD r40TCH1f4'v Nu l t=a- i) THF GARI.F_' MUST BE FULLY SHFATI-J jq VVIRIGIG MATFrtIAI rm r1Nr rilnF RFFM17fl 116'171_ Iii IF i I VUG AliC TO DC 0PACCD AY ti• 8.C. 1) NO LUMBER DFFF(-.TS Al I OWFn AT OR ABOUT NOTCHES. APR n 7 MR 3j LUMMeR MU4T MCCT OR EXCEEIJ VISUAI (iHAi7F 97 1.1 IMBER AFTEU NOTCHING. APR r A) Ain AIr1Tf-WInlr is nrin111TTrJ1IIIIT1Ill 1 nl(TI IC 01.111111111 0.118 LEI Jb11111. II'.I ll i(I?:. 1. .J, :l, a,.. r•.r ., , ,, „1,,.. r,r :Ir+, ,r1:.., u,c +hr., a: tr !i( 17 1:11 .\1lll, I?t t'rllit' 1'.17 IlOpvpr!Nnl Ix..t!,.1 ...! ; ...U. lA: T,.1. ..,.......,. ,.,, . ,,, o- „•:a1yn ,. ,�, v-trn cntY upon ParnnlMcr. choYnl, 'pul @, for an irvlWldnnl rtll,lhonn;It IA L+,:wulr:ILJIty •,J Inlr9ilmr'rtnmanal et7i o.u': ,h,at nor• 8m6ng 9Mewn to br lateral Supp::,l nl n,4Pndua: I heli nI I1 I ,l.. !..I 6.6.,.,.1 ., , .... ,• ,, ...., . u ..... .,y'uu np oamwildimm M Ir,, ,,: ,ud I , .•u•+,IIo.,,u pltnnnn,vu n1a1it'l n1 !In uvr•:;;II 7*111 Uu,, 11, 160 r1.;;Ilrinslblllly rd f6c building or. 4pn'::, r„I Oruroa 1311,fannw I Prl7nllnq hlulr rli„n ,!Wahl. cnn6ul. "br,npy. .fvhc,u„ .y, ,: G.nf. ,u"I .1. cun:ull irsi-ua uumily slanun•d. D$p• R9 R,ncinp Fplloltiwwllwn; wnd 1110.01 rl, ,JIS,Ip In:.lnlbdlou and bracingn qan rn"londm Ilan a.•n lof,l.- 1,I I Trunn pl„u bu.u1,.1,,. "as Pita•., ),I...),I„r, Ivinvinvn, vv: netI,l M;T..6 1..'-1..��,.•�o. 1...• ffIdD I nu_ F 07/12/01 THU 1;5:Z6 1''113 0JU80J4M4V IJMVJrur invaa 11v1urni1i J a rt-isitnmi-r - TRnkh&-TRLJSSi'. Project M: TROJAN Span 24-D ACES -aa V0r.2.0, O10 t3/30/5979) PLATE OFFSETS (X -LEFTY -TOP); 1)7.3,2), X ( 06131951 Truss IO 2.4L;UM ouant.ity 1 Moh JUn 4 16: 33: 54 2001 rJdmxlyy R 18-S Top PitCt1 : 4/12 -0 6-7-8 12-0 17-4- 24- - 6-7-8 5-4-8 5-4-9 6-7-7 4J4 :5 rROJAN UAW _.. . $-0 - 24- 8-0 8-0 8-0 L.. HL TO PK: 12-7-13 0-3-14 SPAN: 24-0 RISE: 4-3-14 R. HL TO PK : 12-7-A3 RIGHT HE=IGHT: 0-3-14 LEFT HEIGHT: LOADING MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C TOP 1-2-0.272 TOP CHORD:2X4 NO.1'6B�r-8R OF -L L1PSF)D TOP 16 10 BOTT 5-5-0.567 BOT CHORD: L/240 WEBS 2X4 NO.1AB r R Ot=-L .2X4 STANDARD GR OF -L BOTT O B A1-1-.OEFL-07-0-07 c 5 ACING • 24.0 In. o. Cut5u y/-.Lk,t:1U. ArV:bI%TP'=9L STR.iNC.: LUMB 1.25 PLATE - 1.25 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L,L- 0.07,0.L-O.OB,T.L-0,15 50 5--942.3.50 NS, SIZE; 1-102, pUPLIFTS iL851. 5-102 HORIZ. (LBS) : 1-6 FORCES - LOAD CASE #1 TOP CHORD! 1-2--1765. 2-3--1803, 3-4--1603, 4-5--1765, BOTTOM CHORD: 5-6- 1589, 6-7- 1156, 7-1= 1669, wESS; 2-7--2B2, 3-7- 518. 3-6- 518, 4-6--282, TRUSS CHECKED FOR BO M.P-H WINO, ENCL. OLDS -:WALL NGT. 10 PT,BLDG. CAT- I. EXP. CAT, C. 18(10+B) P9F DL. l00.00 MI FROM OCEANLINE(ASCE7-! PCR 18 177r- PION oouounnCPIT LIVr LOAD AND 11.00 PGF DEAD LOAn nu RnTTnM rHnan PFR TARI F 16-9, LIOQ-94 +nuns nA5 68214 CHP_eI4Ce TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED. BOT'! OM CHORD CO>\'T[fr[]oU3LYBRACED 1o'D-O.C. UNLESS RIGIDLY SH2ATHED. LATERAL BRACD7p or IVCD ).lZi<�LRY, tVliGitY p1knLTlp.`n, ltv1w A4 5Hn1am1 annvp Enii " JUN ADDITIONAL PERMANENT AND TEMPORARY BRACINO (1VI'IICH 15 ALWAYS WOOD TRUSSES Q 7 qRo� 4 (J REQ'D) DEFER TO TPI PUBLICATION HID -91 VLACINO COkvOaNTARY AND RECOA•AIffNDATION. 4VARNIrVr - lb•ri(r dr.ci n pn, aruerers and REr1L) 1V(1TT:5 c7Ar TFyfS iINU REVERSESIDE QL'l �`.. vrr: 111E�'-' 7 ' 0961pn tfllid for veo only with MlTeit COMettnrs. This design IF based Only upon parameto,e agn:up, aM it for sn Ineiividuot U: b(Adin com onont to be Installod and 109080 vortieally. Applicability of dasl n erametera and ro or Inco 9 P ry 9 D P P rporatton of +.p component is respon ibility of building designer - not try:* designer. Bracing shown Is for lateral support of individual web ree7nbor6 only, Aftfloal tt)rnmary bracing TO InSliril ATRhility Auring rnnrimminn lv the rooponeibillty of tho proctor. Additional permanant bracing of the overallstr¢cturc is the responsibility of tho building designer. For general guidance regarding fabrication, quality control, eloragu, doll•: ory, orccilon, and bracing, consult 0ST-88 Quality Standard, DSB• j, 6�f S,!,,.•� 89 Bracing gpeclllcalion. and MIB -91 Handling Installation and Bracing Recommendation avallabla from True6 ` �` - ��x Plate Institute, say O'Onotrlo Drive, Madison, WI153719 Wrek Industries, Inc. ^Y►`i,� w ' 07,42/101 THU 13:29 FAX 5308654940 TROJAN TRUSS COMPANY 0004 Customer: TRO.;A. N RUSSt Project Sca24-0 n [ 061319' Truss YD 24GE Ouentlty z MOn JuM 4IS- 33: 55 2001 Family # 104 TOP Pitr-h : 4/12 ACES -32 Ver.2.0.1310(3/90/1999) 2— —7—g 12' 17-4-924,02-0 —8 b-4-tS 5-4�9 C-7-7 3) 4X4 16.0a -n 8-0 8-0 8-0 (5 5 TROJAN L HL TO PK: 2:2-7-13 R. HL TO PK :12-7-13 LEFT )-IEIGNT: 2:2-7-4 SPAN: 24-0 RISE: 4-3-14 RIGHT HEIGHT: 0-3•-14 L (PSF)p MAX STRESSES MINIMUM GRADE OF LUMEER PLATES: M2D--220, 19C LOADING TOP CHORD: 2X4 No _ 16Btn GR DF -L BOT CHORD: 2X4 NO. I&Str- GR DF -L BOTT 10 18 L.L.DEFL,00-0.00 < L/240 WEDS :2x4 STANDARD GR DF -L STR _ ING.: t-uMO a .,a:a A"ATC - 1.e5 CnACINC - 291-0 in. n rl IRr. 97-TnA9. ANSI/TP19; REPETITIVE STRESSES USED NO. OF MEMBCRS DEFL.ECTIONIIN.) L.L- 0.00.0-L-0.00,T.L■0,00 NOTES: (i) -Gable studs SPaCE0 at 16 inCheS O.C. (2) -Brace vertical stuca in accordance with standard gable end detail (S3-CVill„u.�o Csbr;ng plreUlSel! tions •atino bottom cnond I4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR 80 M.P.H•WINO. ENCL. BLOG.,WALL MGT. SO FT,BLOC- CAT. I,E:P. CAT. C,is(10;B) PSF OL. 100.00 MI FROM OCEANLINE(ASCE7- TOP CHO= BRACING at 24'• O,C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY J$XAt;b1,)4 t b u u.i . UNLESS RIGMLY SHEATY2T)• LATERAL BRAC)NG op -WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT .*M TEMPORARY BRACING ( WHICH IS ALWAYS ltEQ'D) RL+iLR TO TPI PLMLIO,kTIO)T IIIA 4) DnACIDIC IttOOt) Y1tUS9YS COMMENTARY AND RECOMMENDATION, r i•{?•t k.ti'l+Vl3 - l r ir;; Wars r,c+I liar t7nrr•rr•rs lied READ NOTES ON THIR ArVi) i?LiVERSF ,51L7L' DEFORf: Ian; Ion valld for use oniy with MTAif connnclarn. Yhla ttealpn IS basod Only apon peremd:orr, shown, and 13 for an Individual hlll!dina rmmnnnint to ho ini-mind nno 10004 indi■al ;: Ap6li8&V;ly bl J_.iti„ r ....... i... a„J i wvo, muviyVrauan of component la responsibility of building designer — not Atlas designer, Bracing shown is !or lateral Support of inolVldual web members only. Additional remota y tracing to Insure stahlury During Conthuct on I; me r@eponaiblllty of rho erector,ME na Additional petman@nl bracing of thF oY@re;l-e:recture t6 the raapoririblllry or lee building dezigner. For general guldanca r90ardin0 febrtcation. Quality control, storage, d@livety, erection, and bracing, consult 05T_88 Quality Standard, 930- a9 Bracing Specification, and HIB -ay Handling lnetelletion and Bracing RrAornMendatlon avallawe lroin Truss Plate Instituto, 503 9'0notrio Drive, Meplson, P)1 83719 MTOk IItdl1S>lTlr?Sr Inc. JUN 0 r 200, BACK r 4 rough am foscla 7 -Ir SMIA dum COmw. LEFT DRAWN BY=mrtg n DEPARDL HOUSE BACK r 4 rough am foscla 7 -Ir SMIA dum COmw. LEFT DRAWN BY=mrtg DEPARDL HOUSE FO APPROVED BY r SCOT AND PAME REV. NO. DATE REVISION DESCRIPTION BY APPROVED 24'-0' ---------------------------------� h ' 80 ' h ' h , h Perimeter ' 0 x IT anchor bolts footing ; a , 0 6'-0" Max O.C. ' '-- -------------------- --------- ------------------------ 8- -------------------------------- 8 tYP 8' NP 4'-0' 16'-0" 4'-0' FOUNDATION PLAN 1/4• - r-0" 2 x 4 stud 0 16" OC %2" 0 x /O' andw bolt 0 6'-0" Max 0. C. -- Original Ground 4F 0 i A *4 rebar, tot 2 Continuous 2 x 4 treated mud Sit, sealer SCOT Al 6 6 ml, APPROVED BY 4" fre r-0" mater, SECTION A -A r = r -a" I DATE DRAWN BY if SCOT Al APPROVED BY REV. N0. I DATE REVISION DESCRIPTION I BY JAPPROVED x6 Zia LEFT ELEVATION V4" - r -o• fascia x4sh 16" 0. C Manufactured trusses /2 4 r 2 x 6 fascia x6 do 4 x 6 -2x45 Q /6" oC LX-0" I 6-0" rough opening I J L1-6e-oc Np FRONT ELEVATION V4' = r-0" BACK ELEVATION V4" - r -o* f r Pill a� a rougn opening RIGHT ELEVATION Vi" = r -o - BY 1�zet—�psL4&11 HOUSE PLA FOR SCOT AND PAMELA VED BY REV. NO. DATE REVISION DESCRIPTION BY APPROVED i & varies " t/Nck concrete slob i 10/l0 WWM f vapor borrler 'rolning ground nder slog typ 24'-0' Wlndow 30 40 4'-0" 16'-0' 4'-0 FLOOR PLAN yt = r -a Top of slob Original Ground f4 1 x 20'-0 J (May be used as port of footing reinforcing). Exposed portion to be covered with heat shrinkable tub/ng 2'-0' min Into concrete GROUND -BAR DETAIL r' = r-0' _� 4~ � • . r I�. DOSE PLANS SHEET - GARAGE PLANS OF FOR _ FOUNDATION / FLOOR DATE: - PAMELA HOUGHTON SCALE: AS NOTED db Electrical outlets o Windav 30 40 4 4 i t I b 4'-0" 16'-0' 4'-0 FLOOR PLAN yt = r -a Top of slob Original Ground f4 1 x 20'-0 J (May be used as port of footing reinforcing). Exposed portion to be covered with heat shrinkable tub/ng 2'-0' min Into concrete GROUND -BAR DETAIL r' = r-0' _� 4~ � • . r I�. DOSE PLANS SHEET - GARAGE PLANS OF FOR _ FOUNDATION / FLOOR DATE: - PAMELA HOUGHTON SCALE: AS NOTED II/u/RA UW urva truss a 24" OC ROOF FRAMING PLAN %" = r -o" Composition roofing .30x roofing felt wafer boord —, 2 x 6 fascia 2 x 4 blocking x 4 blocking 24" QC 6 —le end jr—_ Manufactured truss o 24' oC Double top plate 2 x 6 fascia 2 x 4 blocking 4 x 12 beoder TI -11 slding 2 x 4 stud v 16" 0C SECTION @ GARAGE DOOR OPENING r = r -o" SHEET GARAGE PLANS OF )UGHTON FRAMING PLANS DATE SCALE: AS NOTED Ilf! li/Ill 11111 ill. Yl If1:1 II1111,11e 1e'l le ere ••••••�•�• ••••••�• ••••.••-.-..• w n i iR_ 11.14!1 ,en n•e,i .._._—.._..... 1- STANDARD GABLE .ENL) DETAIL ...---' --• I'o d1 sunnlo 1 1 Vr'1�.VIVMr. VH L-tjKHL:INfj VARIES _.... REFER YO TA13LE BELOW TO COM.F.. 7 4x4 2X4 N0.2 bR 6Yk. ur-L 1 4/2' TRUSS jtX4 OR 2X3 (TYI•) 3 1/2;; I f CONT. BRG "r -�--•---• SPaAf Tu'tA7aT2]Ia Cf1i.I�if�N TRUSS"'_ . _..._.__... —r I , f rilrr .AI 'PA41-nRA,'e Id>elLtu I TO 7x4 VFF?Tl(.AI S WiAm AIAIIS j% SPACED AT 6" O,C, L�IITf 141°II 1111AAI1JI,') All 1111.10% `51 1 IPFII_II LCIADiI 011) 1 nrn!.mmn 2.�I.a 1 _ VFaRT. IIIFIC.I IT _ �, nlI !-1,1,11 0 AT f SJR TOLL 30.0 Pldtca Inclease 1,1$ i UP TO ' I I CDL 10.0 Luntibar fPtL, ocac t. 5 ( 71—oiTT - --- ,5�--- l— BCLL 0.0 Rep Stress Incr YES f J It ac"01 inn 111'1,11 I-IBf'�iJkht�1C13 _ OVER 8'-G-" —4 - 16d- TOP 1bu-TOP CHORb Z A 4 JHt- N0.1 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 MAXIMUM VERTICAL- STUD HEIGHT 9Pr101Nt3 t"iP �lERTI�,ALS WITHOUT BRACE WITH LATERAL BRA�� wlTi� z -LATERAL 8RA(�F�i \1414TH I_ . BRACE � 1,2 INCH Q.Q.Z_0 12 6-0 �9- - - — -- — - - 60 "v1P AE:til� '13 38 I~OSFF III'j lvd PGE � SHEATHING 3/8/00 (bY U ]HERS) T 1411_1 I L: W A I 224” Q.C. (MIN,; )P CHORD )TCH DETAIL 24 -MAX :n pt: [xa Ln 1 r, HAL_WACING AS REQUIRED PER IABLt BELOW L 1%110 GPIl.IN�� MA 11_I1IAL DETAIL A MOTES 1) VERT, *TVC1$ HAVIL CL' N FnR ti0 MPH 1n!INn, E.Y.P. 8 IdgIruT 26 RT 7) (-,nNNFnTInN RFT)1VFrnI7T1TT006CHORo OF CAULS END YnUcC ANO WALL Yd ISC I"%YiWMJ nT I'IYl Mr -1;I rwiwFf-H nri GRrHIT1717T. !If THIS b&AVIIuvta 1 Q "IN 1 Ki U I VH FUK BRACING IN$TALLATIOINNI + BRACING T' ROOI IV F SYSYEM i II IifLIn1 I n, a Ir, 1 1411, 1 , a av ii u I n1_i.or,. P.KL MI 1 YL ' 11.111 LFJCWC cr, rOri TEMMGRAR'i AIJ6 MkivlAld2v."i R) nF-TAIL A (CHO',AIN ADOVL) APPLIES TO STRUCTVrIAL CAOLE CNU44 ANU I C7 CAeLE FNGS WI'i t•I A MAX. VERT. ST+JD HEIGHT OF V-6-, TOP CHORD NOTCHII ,,; Nu I ta- �� ^n��- " YHF rnRI, I:IAUST SE FULLY 5H-ATIi n bad 41 EQ �'V(RIG1G MAW 4'JN nNr rlif'F FiFFl1RI' hh'ITI_ Wlntt_ IM i I UU[: 11110 TO DC O�Q, ,4, •1• 1) NO LVMBER DFFFCTS Al I OWF.n AT OR A130U'r NOTCHES. �j 3) LUMIIER Ilnu;.T MrGT OR EXI:EEu VIUUAI C;KAnF 97 1.1 N45ER AFTER NOTCHING. An r 7t: A) hir) b1rJTrWhJr if nriniv=n min m nX TI IC 01,119111111IJe LEI JAIN 1. �a yy I)ING ��/'� v RROVEP-AV� d f llI Il:.tl,t�i'1:r-..a-`J,J,.J,, r•r,,.,,� ,e,,,�.,I:u•,rrl.. u, r iI !lf1l.\11.1, rl �r��`T�kLiBll��'('��� - Ili 11001$11„.1141 IA..:!_, ...r; ...U• IAJ..I.......... ...... I,- on,.tr,r rely WWII 11a011INCm :horet', ;vol i1, 4+r an in,Ilvirlhnl r V hll;lih(IlifrllilllnnumIll;Ill u illindliullnulntln0unrlu liptlYiuli! 1'I ,......_._._ ....................................... rntnl+en�:n Is L,pnunrllnitry ..t bu1!,ilmrnnm;l,:•v as o,,:,: r1��.1 nee. Brnein 9hhw I 1 1,1,14 ,I s�, :,, M h, ' 1J n a oe r. pp: y?nrula: 11 annalruehna 1..4 fr,., . ••,e rn• n.... i""'WHl+vu 10,1,•1+,1 n, nM (,vn;ual nul'I IUr ,, I. 1110 rngpn111r. b lhllily rrf Illuilding An:gpnr:;. int grvindil Ipudnns� — 'ti lolldr:nn rrlmll I.1W 11•glhal ,prih:v J1,11. "b nnlq..irhaal:, .4••.,11,0!. �unl 1,!1. run;u11 ii$1-ae 1Jrlpenn,rriondnllon. wolnAl01u+Illy Slnndard• DS4- `. R4 R,ncinp FReeoltie•Ibor: r,nel 1116.01 II,,,,J:i, Innlult.,llnu and 8raein N n n0 . Tnlss h1eU fltoll,•1.,. RRR B'AI.L. , .1 �, ,rr r'I :42.,..e ri1 •r�,nnvinvn, vt1 aw1`I M:T.-L L. rl. Lee 1., 07/12/ 01 THU 1J: Zs k'AA OJ110004V41,11 11kt crus 11 U00 %1V=rrll\1 6-Iotnml-r - TRI'l.h& -TRW9. Sw. Project 0: TROJAN Truss ID 2AL:UM Span 24-0 Ouant,ity 1 ac>= as vor.2.0, 010 t3/30/s9QQ1 PLATE OFFSETS (X -LEFT, Y -TOP): 117-3,21, 3 Mors Jun 4 IS: 33: 54 2001 rf to nix 1yy 18 -s Tpp P1te'h : 4/12 -0 6-7-8 12-0 17-4- 24- - 6-7-8 5-4-8 5-4--9 6-7-7 4J4 $�Q 8-0 8-0 L, HL TO PK: 12-7-13 LEFT HEIGHT: 0-3-14 SPAN: 24-0 LOADING L(PSFD MAX STRESSES TOP 1-2-0-272 TOP 1S 10 BOTT 5-6-0.567 60TT O 8 • ILL . DEFt_ . 07-O . 07 < STR..INC .: LUM6 1-2S PLATE - 1.25 REPETITIvE STRESSES USED DEFLECTION(IN.) L.L- 0,07,0.L-0.08,T.L+0.15 REACTIONS. 1 -1D22s3-50 -102 5--942.3.50 UPLIFTS HORIZ. (LBS): 1,115 FORCES - LOAD CASE it I-ROJAN .5 R. HL TO PK :12-7-23 RISE: 4-3-14 RIGHT HEIGHT -0-3-14 MINIMUM GRADE OF LUMBER PLATES:M20-220.190 TOP CHORO. 2X4 N0.1'SBtt'4R OF -L 5DT CHORD:2X4 No.1&B r R DF-1- WEBS F-LWEBS :2X4 STANDARD GR OF -L ACOFGM: 24.0 1n. o CUt5L: W /-1L,tsU, Ar4:bZ f TPTSL tJO TOP CHORD: -2--1765, 2-3--1603, 3-4--1603, 4-5--1765, BOTTOM CHORD; 5-6- 1659, 6-7- 1156, 7-1= 1669, WEBS: 2-7--282, 3-7- 510. 3-6- 516, 4-6--262, TRUSS CHECKED FOR BO M.P.H WINO, ENCL.BLDG— WALL MGT. 10 FT, BLDG, CAT. I, EXP. CAT, C.le(fO+B) PSF OL, 100, 00 MI FROM OCEANLINE(ASCE7-! "AS BEEIa ENeeltee BbR 19 ror tj0t1 CO►10ufinlEnT LIVE LOAD, AND 7.00 PGF DEAD LOAn (1N RfITT()M ri-inia) PFR TORIF 16-9, LIOD-94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD CON _ioUSLY BRACED G 10'0-O.C. UNLESS RIGIDLY SFIHATHED. LATERAL BRACDIO or IVCD I.E)ADU111, N1ili;rtY R-RQUIFFn, ,- VV A4 sHn13r1;1 an() F11RN.. ADDIT[ONAL PERMANANT AND TEMPORARY SkACINO (WHICH IS ALWAYS d (f �`�y 7 �AU� REQ'D) REFER TO TPI PUBLICATION H B-91 BRACI140 WOOD TRUSSES �� � l�Vi1�� CO-\&IENTARY AND RECON•A�NDATION. lVlti21 RNING - l4•,irr eL.d!;n pi;:urtterene s:nr.'1 RL.;IU NOTES (7ArTN1.}'AND C,EYFtiS£,Srnr; 13LI ar,F, uS 4 / Deslpn valid for Brea only with MITA connectors. This design Is based only upon paramat— vhn,•.ut, 9M it ter zn In&Wc!uol building component to be Inmellad and locoed vertically. Applicability of daslgn parameters and propor Incorporation of component Is responvibility of hulloing designer not truss designer, Bracing shown is for lateral support of ind'mdVal �• :�ti WED rnembora only, Aftflanai 19!aoomry bracing, io Insure titFibility during ratnnrnu•tlnn ly the raltponaibillty of tho orootor. Additional permanent bracing of the Overall :t,xturc is the responsibility of Iho building dsafgner. Foe general guidance �� - ,�•, regardlrg fabrfcatl0n, qu31iry control. alorsgo, dallvory, orcctlon, and bracing. consult OST -ea Quality standard, DSB• 69 Bracing Specification, and MIB -91 Handling Installation and Bracing Recommendation available from Truce Plate Inititute, sea O'Onotrlo Drive, Madhon, WI 53719 M1iek Industries, Inc. 07;;,12!01 THU 13:29 FAX 5308654940 TROJAN TRUSS COMPANY 16004 duatorner TROJAN.TRUSSt. Project *: TROJAN seen 24-0 t ACES -32 Ver -2.0. 1510 (3/30/1999) 3; [ 061919! Truss ID 24GE Quantity 2 Mpn JUM 4 16,.33:55 2001 Family # 104 Too Pitch 4/12 2- -7-e 12- 17-4-9 a- 2-0 - -8 b-4--6 C-7-7 4X9 s 8-0 A 16.0 a -n 8-0 8-0 8-0 :s S L• HL TO PK: 1;2-7-13 R_ HL TO PK : -3-1 43 LEFT HEIGHT:0-3-14 5PAN:24-0 RISE:4-3-14 RIGHT HEIGHT:d-3-14 LOADING L (PSF)p MAX STRESSES MINIMUM GRAPE OF LUMBER PLATES: MEO-220, i9( TOP CHORD:2X4 No.16Btr GR DF -L BOT CHdRO: 2X4 No . 1&Str- GR OF -L BOTT i0 1a L.L.DEFL.00-0.00 < L/240 WEDS :2x9 STANDARD GR DF -L STR -SNL:.: LUMn 1 . C�5 �t_AT!• - 1 • 95 CPAclblc - 3A _ O in. n r I IRI' cl7-TrRQ. 'ANS1/TP19; REPETITIVE STRESSES USED NO. OF MEMBERS OEFLECTION(IN.) L.L- 0.00.0.1-0.00,7-L-0,00 NOTES:ti)-Gab1C studs spaced at 16 inches a.c. (2) -Brace vertical stun= in accordance with Stanciard gable end detail (b)-evr.ls,,,.,,,.o taar:n0 aravided alums •atlno bakdom enond (4) -Provide 1X4 plates at each end Of gable stud unless otherwise noted TRUSS CHECKED FOR fIO.M,P,N.WINO. ENCL.SLOG., WALL NOT. to FT, BLDG- OAT. I, EXP, CAT_ C, 18(10+8) PSF OL, 100.00 Mi FROM OCEANLINE(ASCE7- TOP CHORD BRACING @ 24" O,C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONT-INUOUSLY HftAt hU Ibu u.L.UNLESS RIGIDLY SHL'ATl1ttC• LATERAL _ ,,`'(6UTN"'D�_Jn BRACING OFIVEB MEI%MERS, WHERE REQUIRED, ARE AS SHOWN ABOVE' FOR C �vri " ADDITIONAL PERMAKENT .a01D TEMPORARY BRACING (WI,IICH IS ALWAYS "1-3) RIII-ER TO TPI I'LMLIOATIO2I IIID 9I DRACINC WO06 TRUMS COMMENTARY AND RECOMMENDATION, • � �iiVV�t � is f ,7 1T0'q"v1NG - l'c r r% de,,-ign prarrar.rrN•rs and REAL) r1OT ON TNI,S A;vn ItL VERSF..Sl�?L' LiL'I C)FF. llSh.' ci;r � i Dry-Jgn valid !Or use only with M; I4)( aonnnetora. Yhle 0es!gel Is ba:od only upon pammmcm shown, and Is for an individual •�, niWilinp rnmrin ant in ha intivltnd and IoatloY ontiaal!y:.Rpplieab:Cty �I J_: y.. r..e.„e,ra.� o,J ywyamco,y,rrmron or (4 `f' t+ " compenent is responsibility of building drnIgner - not Truss, designer, Bracing Shown L^ br Idieral Support of inorildua! web members ur;y. Additional tempxary tracing to Insure stablury curing conatmction it the raaponefblllty of the erector. vt Additional permanent bracing of the overa:l-I:ructure Is the r88ponriblllty of the building designer, For general guldance regarding fabrlcaiion. Quality control, storage, daliMy, erection, and bracing, eoncull 05T-88 Ouallty Standard, DS& 99 erpCing 9paclt'Icollon, and HI13-91 Handling Inetellation and Bracing ReCOMMandatlon avallab!e froin Truss Plate Instituto, 555 D'Ono(ric Drive. Moolson, 411 83719 MITek Indlustnes, fine SITE PLAN REVIEW APPLICATION Date: - 2� - -r, -r AP# � y 1— H 0- 3 Permit Number (if applicable) D 3 -"> > Lp d 3 r APPLICANT INFORMATION Parcel Size: A L Owners Name: MDV &H -T 0.13 , P A U-� I Sid, OT -' Owners Address: y Ll D ?' A d bJy , OPV) L1.j_& �1 S`'� 69 Telephone No.: 10 — Situs Address: S la's.. t=, Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ® Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ® Other: Yv--) _}-1 LA Brief Explanation (if necessary): DO NOT WRITE BELOW THI DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date y- 2.9 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: D S 7 5 c� Index Date: " ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R .--. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side p Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ ' North Oroville Area ❑ Other (per map) Amount I Formula ~y * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal, ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ElMeet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 dm Subdivision Map/Parcel Map: Map Date of Recording: Lot: ID- 8- 92- Lot: 2 ❑ Use Permit/Minor Use Permit Permit Number: f N- Book: 12- Page: LA L/ Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 .4 El D Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 1 1 4 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 z 010 3— 0 0 2 5 2 1 9 Recorded OfficialRecords CountOf UTTE 13 CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:27PN 22 -Apr -2003 I REC FEE 10.00 I CONFORM 1.00 I I I I I Marti I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 'L0 -z- FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 from 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 property situate in the County of Butte, State of California, described as follows: SEE UkAkffi-r ONC- A-K(ACiAa 'AEWrO Atm MME, A PART NG9,F_0F Date 3 State of California ) County of On Am *I /�?,L4 2ry) before personally appeared j,A,_eIcs r, )o.L'�Q ._„? e4. �o���.l.�,��. personatty- Aa+ewwto-me (or -proved to me on the basis of satisfast ry evidence) to be the person(s) whose me(s) ; are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hisftmr/their authorized capacity(ies), and that by kisAwFAheir 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 se Signature _KEITH LEWIS WAGGONER A.P.# w COMM. #1248159 NOTARY PUBLIC -CALIFORNIA ALAMEDA COUNTY If' I My Comm” Exp. Jan. 2.2004 Escrow No. 10T362 -SL Title Order No. 00101802 EXHIBIT ONE Parcel I: Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on October 8, 1992, in Book 128 of, Maps, at Page(s) 46. RESERVING THEREFROM an 80 foot non-exclusive easement for road and public utility purposes over Tao Way as shown on said map referred to above. Parcel II: A Non -Exclusive Easement for road and public utility purposes over Tao Way in Parcel 1, 2 and 3, as shown on that ,certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on October 8, 1992, in Book 128 of Maps, at Pages) 46. Parcel III: A 60 foot non-exclusive easement for road'and public utility purposes over Cassandra Road in Parcel 1, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on October 8, 1992, in Book 128 of Maps, at Page(s) 46. R -BUILDER VERIFICATION Attfkon Property Owner: ,6/"owner-builder" building permit has been applied for in your name and be your signature. (lease complete and return this information at your earliest opportunity to avoid unnecessary delay A processing and issuing your building permit. No building permit will be issued until this verification is received. D,1 personally plan to �provide the 11major labor and materials for construction of the proposed e improvement: : YES NO property iP I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ic.r,aa• CITY. PHO ' • CONTRACTOR'S LICENSE NO. 4. I plan to provi ortions of this work, but I have hired the following person to coordinate, supervise, and provide th major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR' CENSE NO. 5. I will provide some of the work but I have contracted (hired) following persons to provide the work indicated: NAME ADDRESS PHONE'PE OF WORK SIGNED: PROPERTYOWNER: DATE: Y3 NOTE. This Owner Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code- This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of pr, -,,,m, improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such., a permit. Building permits are not required to be signed by property owners unless they are personally performing their \ own work. If your work is being performed by someone other than yourself, you may protect yourself from possible \ liability if that person applies for the proper permit in his or her name. , Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these. obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, I el G Vi ira, C.B.O. ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code Mit-M7 ,W / APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site: O j)� �q Street4Address of Site: Applicant's Name: Applicant's Address: Applicant's Telephon Building Permit Receipt Number: (Show Copy of Permit Signed and Issued) ~ Date Sewage Disposal Permit Issued: I03 cct�lG�hT�D (Show Copy of Permit Signed and Issued) I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. Applicant's Signature: Y� ? TO BE FILLED IN BY PLANNING DIVISION 4 Date Application Received: 93 41"RI L dP3 Zoning Verified By: S� Permits Reviewed By: Associated Building Permit #:'_ Planning Approval By: Date Approved: � 3 14-P At L a �fi1(J 5T 5T.'i C®�vSTPv 7��D� /S b.4 03 File: "Mobile Home Permits - Temporary" Chapter 24 of the Butte County Code 24-300 C. Temporary uses in zones permitting a residential use: 1. Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division•for the travel trailer installation. 1�_ ,4. NOTES f RESIDENTIAL i X540-039__ 03-3338 PERMIT NO. HOUGHTON, JAMES 4400 TAO WAY, OROVILLE09 _ m4 1 Cont: SIMPLEX LP FIRE SPRINKLERS 01 - OL ! -OL SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY �� J � JOB FINALED (Date) 4 Sign tare .4 I 01 - OL ! -OL SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY �� J � JOB FINALED (Date) 4 Sign tare J,= OK 0 = Not OK . = Not Readyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector - 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. - Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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/5' -Circulating Equip._Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'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-Blockouts-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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral El Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes &' Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI NO. (Rev.12/96) APPLICATION ANDPERMIT - o2, ASSESSOR PARCEL NUMBER 041-540-039 ZONING BUILDING PERMIT OWNER JAMS SCOTT HOUGHTON 532-173 TELEPHONE SO, Fr, OCC. BUILDING VALUATION -1.60 . OWNERS MAILING ADDRESS 4400 TAO WAY OROVILLE CA 95965 2380 @ 3808.00 CONTRACTOR'S NAME SIMPLEX GRINN= LP 916-283-0300 TELEPHONE CONTRACTORS MAILING ADDRESS 4650 BELOIT DR SACRAMENTO CA CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 3808.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.95 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE s 123.95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: FIRESPRINIU.Ek2S FAM 03-2094 Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service mon R mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Cod g ) e, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I s all forthwith comply with those provisions. r 9 X Date �t/ ��✓ Signature of App cant -'X Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction t of structures over 3 stories in heigh&Aj;F Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, SO OR ADDNS. & ACC. BLDS. 3.50IFT, NEW CONS MULTI -OUTLET NON -RE NS 7.50 POWER APPARATUS a swGLE DurttT C.. Ex. Occup. OUTLET OR FIXTURES BAIL Q 1. 0 Ex. Occup. ..ED S '(=.)0EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $123.95 HAz D. ARCEL PD HD Issu This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for, which fees have By �� PERMIT EXPIRES ON applicable provisions to do work been paid. ate l 0 e Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSIPrECTOR GOLDENROD -APPLICANT ,■ t , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 53 PERMIT N ( V.12/96) APPLICATION AND PERMIT `�ASSESSORPARCELNUMBER w BUILDING PERMIT SQ. FT. OCC. I BUILDING VALUATION Y _ 1 WNDER'S MAIUNG ADDRESS ARCHITECT OR ENGINEER ARCMTECT OR ENGWEERS MAUNG ADDRESS BULDWG ADDRESS 1 1 /'V Jv\C) v \� LOT NO, SUBDIVISION'S NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPec" TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti66es ❑ Installation ❑ Other ❑ �►� 1 ���� Describe Work: + �� .PERMIT, FEE PAID b� Fireplace PERMIT FEE $ EX. OCCU OUTLET OR FIXTURES Total Valuation $ Fling Feel 20.00 Main Service Filing Fee $ 20.00. Permit Fee $ NEW CONST. Plan Checking Fee $ OR ADONS. Energy Plan Checking Fee $ Fling Fee 20.00 PERMIT FEE $ $ PERMIT FEIE S PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater Energy Inspection Fee $ 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 0. FEES IMP 15.00 Mobile Home I S G I W PARCEL @20.00 SRATemporary • SHERIFF PERMIT FEE $ EX. OCCU OUTLET OR FIXTURES ELECTRICAL PERMIT Fling Feel 20.00 Main Service 0w oa uss 23.00 Main Service 400A TO loom 46.00 NEW CONST. DWELLING OCWP. ) 3.SQF7 OR ADONS. & AOC. BLDS. MECHANICAL PERMIT SRATemporary • SHERIFF ' ' EX. OCCU OUTLET OR FIXTURES BAL @ .50 Ex. Occu .OVTLETSJRE. D �REa 5.00 Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiring23.00 Hood 6.50 r PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 OTHER Coating Cooling Hood 6.50 1 eW Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee $ ccc CONST. TYPE TOTAL FEE $ % 5 Q / — I� /// ` NAZ 0. FEES IMP FLOOD CFF PARCEL PD ND 65UE AMOUNT RECEIVED $ This permit is hereby issued under the applicable provisions l V of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. RECEIVED O'er , LOpTE "5 � 11By Date # PERMIT EXPIRES ON EEIPT afe COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: G ASSESSOR PARCEL NUMBER Proposed Building Use: 1' 1 'ir) Counter Technician: j�eDate: ���' Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order "pply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form.....-..... ...................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in _ ❑ 19. City of Chico Plumbing permit........................................................................ _ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ❑ 23. NPDES Form............................................................................................. _ ❑ 24.' Encroachment_ Permit for driveway from the Public Works Dept ................................. _ ❑ 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. _ ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 29. Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 31. Manufactured home utility clearance............................................................... _ ❑ 32. Existing violations and/or expired permits......................................................... _ ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Ow r, ❑ Check to H.C.D. $ ❑ 34. Other: _ When issued Telephone U --a d old for pickup. I have been inform d.of the abov. ,items and requirements for obtaining a building permit. Applicant: Date: �Q p0.3 1. Index pe it' pplication for the above (te numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: r Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division t T.00 Way 446 ----------------------------- 1 ajt#A Pr se kcatlon 1 1 175t IE REVISION DESCRIPTION I BY t tow 10 i .p PLANNING DIVISION- BUILDING PLAN APPROVAL Use: �. « . — Date: i -a L-0 Parking: Lendsc Bong: PLOT. PLAN Wo Soule HOUSE. PLANS FOR SCOT AND . PAMELA HOUG COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Groville, California 95965 • Telephone (530) 538-7541 PERMIT . (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-540-039 ZONING BUILDING PERMIT OWNER HOUGHTON, PAM & SCOT TEL�P711M3062 �`}}//��JJ SQ. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 4400 TAO WAY OROVILLE 95965 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4400 Energy Plan Checking Fee $ $ PERMIT FEE $ 23.00 AAT NO. SUBDNLSIONS MIME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome. ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHU TEMP TRAVEL TRAILER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I%19RTF_ @20.00 60.00 PERMIT FEE $ 80.00 ELECTRICAL PERMIT Filing Fee 20.00 600V OR LE Main Service 2p.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License w or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. s0 OR ADDNS• 8 ACC. S.3.5QFT_ rN,oN A °ESIDT. MULTI.OUTLET 97,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 p 1.00 BAL o ,50 Ex. Occup. oFlxuT�iAP a ORJ EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 2 Misc. Wirina 23.00 PERMIT FEE $ 6 3.0 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I� I certify that in the performance of the work for which this permit is issued, I shall ►�` not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit Corn cowith those provisions. X _ Dateindicated Signature of Applicant Ow r ❑ Contractor ❑ Agent An OSHA permit is requir d for excavations over 60" deep and demolition or construction of structures over 3 stories in height.Al Mobile Home Installation Fee $ loo oo Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 166.00 HAZ. D. FEES IMP _ FLO D CDF PA"RCEELL_ PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. By Z�����Datpv2 ,! PERMIT EXPIRES ON 7 ate Receipt No. P �%� 00, WHITE-D.D.S.-B. CANARY -ASSESSOR K -I TOR LDENROD-APPLICANT I ' M� 'Y �•►se"►t—:.ir+s'^q^' �-v.^y'�1xiS.:+iY �w+htiM�I�+Y'r�i+{k',`'G,�lv}�(�5h�&7v�+w7'."'� y' e.Sf .i fir_ ••_7� .•+.w�v--•--rr�+°.k•.... e� ;y y; 4 C,6UNTY OF BUTTE-DEPAR MIFN�F OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville-CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 1/' OWNER: V ASSESSOR PARCEL NUMBER Proposed Building Use: 1 / ! �1 Counter Technician: Date: Items quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. rPlot plans, 3 or 4 sets, signed by the preparer of the plans. i—VoU 1 C1 f— i lei( (0+-p 2.Complete plans, 3 or 4 sets, signed by the preparer of the plans. ��� �ip�of f� n5 �5 0' - 7 O ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of!;tJSped�rid stgne ca culations. O 3 rn�' ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 11 ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. l Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ............................... ❑ 9. Plot plan and business license approval from the City of Biggs .... .............................. ❑ 10. Letter of intent for non-residential buildings....._..4................................................. ❑ 11. Detached Accessory Building Form filled out by the: owner ...... .............................. ❑ 12. Hazardous Material Form ...................................:............ ! .............................. ❑ 13. Other The permit will be By ^i M.ftir�aaar.. -1 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14 ees as shown on the attached Schedule of Fees Due Sheet ....................................... C/ Statement of Intent for Non -heated and A/C Buildings .......................................... ' 16. Sanitation and plot plan approval from the Environmental Health Dep ment in 17. City of Chico Plumbing permit .............................. tI •o 18. California Department of Forestry plan approvalpaid. Sent by: ...J. -.� 9 1�- 19. Planning approval for (A) Use: ® K (B)Parking: _ (C) ar 1 Check: t�:) _ ` ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ..........: ................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ; ?• , ❑ 22. Pre -Inspection for ;required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 124. Worker's Compensation Carrier and Policy Number ..............:......:....................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ......:............................. + ❑ 28. Manufactured home utility clearance............................................................... % +- ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. 'f❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone51 — and hold for pickup. I have been in ormed f the bove items nd requirements for obtaining a buildi g permit. DAppant: !y% �/Da 1. Index permit application for the above items numbered:rTPlan Check Letter 2. Additional items required ,.' Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: _Contractor,. designer, owner, as advised of the above data by C�' phone, ❑ mail, ❑ count'�jr,�y /1 � Date.2, U,3 Plans approved b '�/l.V Date: Plans r vi6wed by: Date: - pp y: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: ;` 'f 1 ' 1 Yellow: Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (53Q) 536-7541 PERMIT NO t,,,vge) APPLICATION AND PERMIT J �� ASSESSOR PARCEL M1RiBR71 ZOfA •� Jr BUILDING PERMIT 3 ' OWNER TE1 PHONE SO. FT. OCC. BUILDING VALUATION 1 NERs MA$JNO ADD 6 \ 7 1-1 Li p G� c7 ► (� V L NTRACTOR'S NATELEPHONE ME VI Acroas MAIUNo ADDRESS VCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation S ARCHRECT OR ENGINEER LICENSE NO. Filing Foe Permit Fee $ ARCHRECT OR ENGINEERS MARINO ADDRESS Plan Checking Fee $ d 'd d Bua�wGADDREss Energy Plan Checking Fee $ PERMIT FEE S o2 3 PARCEL MAP PLUMBING PERMIT 9 LpT ,,p. Li SUBON61DN�wME ' ,Z H .� Filing Fee 2 0. 00 -� V ^` Each Trap 7.00 USEOFSTRUCTURE Ae-- Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome Other Water piping 15.00 SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system' 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other Building sewer 15.00 Mobile Home j @20.006C)- 6 v Describe Work: PERMIT FEE f •v ELECTRICAL PERMIT jFiIingFeej 20.00 Main Service .. oR LLEEss 23.001 R. Q (� Main Service zoos. To CCU000A 46.00 NEW ONS. DwHlYS+ OCCRJP. SD ��+� DRADDNs. � a AGC. elms. I 3.SC�: NDN•R60. MULTFOUTLEr @7.50 POWER APPARATL75 8 SWDLE OUTLET CI0. 20 (ry I.UO OxU OVn.ET OR PRxTUREs BaL .w Ex. Occup. „TLETsWLENsic�En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 pZ i� Mise. Wiring 23.00 MEMO PERMIT FEE i • 0 D MECHANICAL PERMIT Fling Fee 20.00 S'h�er Heating O � Hoolingd Hood � � 6.50 MEMOS Ventilation PERMIT FEt S Mobile Home Installation Fee $)C)(0. U d e �� _ Energy Inspection Fee S �� , occ CONST. TYPE TOTAL FEE $ 1111ko �� ��This permit is hereby issued r the applicable provisions •�d of the Butte County Code and/or Resolutions to do work ril�lW1 indicated above for which fees have been paid. By Date 8� PERMIT EXPIRES ON (Delo Y Building Permit Number: 0 3-116 54 Owner Name: 46UYL10112 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. -The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 14 c Page 2of 2 Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures gpd equipment including overhangs shall be clear of all easements. Z A setback of feet from the side and '30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. IDKAF INCLUDING, I -- ALL L STRUCTURES . OVERHANGS SHALL 13E CLEARROIWLTH� IDE AND A SET BACK ®F � � — � �D FT. FROM THE REAR PROPERTY TER INE SHALL BE CIR FROM Tl iE ROAD CEF STRUCTURES AND EQU{Pt�IENT EXCEP ,mOR A 2 FT- AVE OVERHAN 446 t ------------ --------------------,------------------------- i Too Way 1e e - t'a i Pr se locoflan 1 R5'± 1 v-ar- CIV REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY propos C] approved as submitted �pproved with conditions r per attached ee . Date :xl l 1Signature __:_------ - 1 tE I REVISION DESCRIPTION a: ached ru --------Pages me .. BUTTL. GOUN I.1... . °BUILDING DEPARTME, A.PPR0VF HOUSE PLANS FOR BY APPROVED SCOT AND PAMELA HOUG r AP# CDF FIRE SAFE REQUIREMENTS 03-1t�� PERMIT # A4,6per, NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards. and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed. 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] - 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. Yq 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal 4o a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 3-1 I L kf AP# PERMIT # NAME Other Requirements [ J If Building Setback is 15 to 30 Feet- - Class A or B roof and Enclosed Eaves [ J If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: . Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 Permit Issued to BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET • P. 0. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 Date Issued 3 _6 1-0 —� EXPIRES ONE YEAR FROM DATE OF ISSUANCE To construct a sewage disposal system for: `ff'' � _ C Located at: �`c v 1 U A.P. # 1 SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquidcapacity: gallons Material LEACHING FIELD Total length: 4 0 � / feet Trench width: l 'tet" inches Minimum No. of lines: Rock under pipe L inches Special conditions: dam --I V �` I'i Q ablq Additional leaching field will be required if experience shows it to be necessary. No pa'rQf the siysitein may be located within 50 feet of the center line of any County Road. r NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system• into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ Penalty Fee $ Additional Fee $ Receipt No. 3K ��L] S31 - 278R (Rev. 6/94) TOTAL FEE $ 'CIL s Issued By: ENVIRONMENTAL HEALTH SPE I LIST nn'' t 0 0 41'-540-039 3-0996' HOUGHTON, SCOT WAY, AOR'OVILL -1330 j�,bD ELEC. TO BP#01 u�. OAS i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -,B IILDINGDIVISION 7 County Center Drive • Oroville, California 95965 • Telephone'( 30)538-7561 /Y]�PIAMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER t11.,1—';4n '4Q ZONING BUILDING PERMIT ',, t OWNER TELEPHONE SO. FT OCC. . BUILDING VALUATION . OWNERS MAILING ADDRESS TA wev n=rT TV OPMrTi F QSar,S ' - CONTRACTOR'S NAME - - _ - ~ �-�-- • • �-•--'- :=HONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. _ Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS "00TA WAV ITT T VEnergy Plan Checking Fee $ PERMIT FEE $ ' LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE _ v I SF IO Duplex ❑ Mobilehome ❑ Other ', SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ClUYlities}n Installation 13 Other ❑ Describe Work: E1DI) FIX -MIC TO RP t)1-1 1V Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home IS I G FW7 @20.00 PERMIT FEE $ ". } ELECTRICAL PERMIT :c Fling Fee 20.00 6000" LESS Main Service 200AORtESS 23.00 LICENSED CONTRACTOR'S DECLARATION I'v- 1;FT. hereby affirm under penalty of perjury that I am licensed under provisions Of* Chapter -9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, . and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fpr the following reason: II 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier -Policy Number (The above sections need not be completed if the permit is for work of a valuation �of one hundred dollars ($100) or less.) ,O I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' ,compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwiwithhJ comply with those provisions. ` X-9111',CN�- �K�( / � � Date ">--•, Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent I t An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 7 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR NS. ( 8 ACC. BLDS. 3.5080- G CUT @7.50 NON-REOSID. RANCHMULTI-O CIRCUITS POWER APPARATUS a SINGLE OUTLET CIR. ' Ex. Occup. OUTLET OR FOcruREs BAL. @ .50 Ex. Occup. OUTLEEDTSPPRM IRR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20:00 Misc. Wiring 23.00 23.00 I. PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50, Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL EE $ 43.40 HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE ;� This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work , indicated a ove for which fees have been paid. /i By e V 0 PERM[ EXPIRES N Date i Receipt No. I r WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f _4 1 COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4'e / Ghwr(.aw O/ol 4.7 < G 1 / i I /. 'e, op 'i+�.% —"—e /tet 0, ' Date Inspector -ee - REV 10192 U IER . 1 COUNTY OF BUTTE BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE a3-U9�L PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 4 (� CJ -S Inspector •REV 1042 r' Date 4 (� CJ -S Inspector •REV 1042 • -, � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7 IT NO. . ' " [ (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWN O I DghM HOUGHTON CO OR' E 9 "'OR(AqaT—LLE WAYCONE TELEPHONE ' TELEPHONE SO. Fr, OCC. BUILDING VALUATION MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS - Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ BUILDINGADDRESS 4400 TAG 9 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Xl Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities)] Installation ❑ Other ❑ Describe Work: A:I)n Ef.F.(".T'RT(; ixi3>? 01_13-20 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 E PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lathe following reason: Vas owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. .❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwi com y wi those rovisions. / X Date Signature of Applicant - ❑ 0 ner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in h ht. Main Service 200A TO 1000A 46.00 NEW CONST. OwEwNG occuP. so OR ADDNS. ( a Acc. 12Dc. 3.5QFT. = .C.ONI DT S MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES�� @':w FIXED Ex. Occup. our �s .=.OFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D, FEES IMP FLOOD I CDF PARCEL I PD I HD I ISSUE NIX This permit is hereby issued under of the Butte County Code and/or indeve for which fees have y PEIRES N the applicable provisions Resolutions to do work been paid. , /j Al Date /j v �J Dela Receipt No. WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r; GOON iY OF BU i TE • DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drtvs & Oroville, CeXdomia 95965 ► Telephone (530) 538-1541 - PMAT 140. rot2�� APPLICATION AND PERMIT A ,., 1 ,� BUILD114Q PERMIT ems e�aoajs Annus T ental Yahtation § FF -ITho Fee S Permit Fee Poen Chemo Fee E%mm Pian GbB--Iang Fere S DrICi cuzw==—. Hue I tMEOPS-MUCTURE s lw e 3F D Duplex D Nbbflehorne D Offer Water sr Each iYPE OF WORK G= l bias D Ad:F= D Rmcdel 0 WE= D 0 Other 0 3"m lJbbila Des:riba Wacir FELEM *PSUW FEE ?Alb $ e4MOVN T RECEN-50 $ �R.�T two � TO NO w swo Com PEWrT FEE $ wdw heir er veM I ;a sh m ! - 5 =two awer Me Is I GI w pimmm Fm S Mein Serves gag r� Man Sem= i ram► = » 20.00 20.DO 20. DO w -O=p. , O::iiiS Cbi FL,t�s BOL @ J' a F� APPilS. OA Er 'Otff[El8 IH1 EO.' 5.00 Tmpww Sate* =D Nbble Home Facoms 20.00 .29.DD PERNIT FEE $ hh%r---" CHAMQAL PMMIT Fang Fee 20.DD PnMFT FES 3; Nbbbe Home lnstanaflon Fee S i�argy h:spe_-6on Fee [TOTAL FEE $ I WZ I d F3 1 10 1 F=31) I W: I PAR7'3 I PD F� ESiF This permit is heresy issued under the appfirsble Provsprs Of lha Butte County Code and/or Resztuf ns b do work inctcat=_d above for which lies have been paid. By Data Fle�ip:Na. PERMIT rPIZES off OWNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �1. I personally plan to provide the or labor and materials for construction of the proposed property imp Hement : YES NO ❑ I HAVE AVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: RESS: d CITY: PH NE: CONTRACTOR'S LICENSE NO. 4. I planprovide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PRONE: CONTRACTOR'S LICENSE NO. 5. I will provide som of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS ' ' 'PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:)O _&A4 DATE: NOTE: This Owner Builder Verification is required by Section 19831 and 19832 of the _California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits. are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. gMcrely, el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER I O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 0 NO ❑ 2. 1 HAVE ❑ HAVE NOT ❑. signed an application for a building permit for the proposed work. 3. I have contracted with the following person ( ) to provide the proposed construction: NAME: Gt yds �c� v ADDRESS: 4LI00 ��to WV Com: (/a PHONE: 630):5'3L- CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CTTy. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: DATE:_ NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.-1 ; I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. l ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, • Mlc 1 C. Vl l -a., C.B.O. M ger, Building Inspection NOTE. 77tis Owner -Builder Information is required by Section 19830 of the California Health and Safety Code 19"31 i7 National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BNTs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNTs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNTs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan EO 39 v02-0481 ' ON, SOCT & PAM WAY', OROVILLE C MAIN TO.01,1330' . .. k 4P3 � � r r I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION &C-) - G t% e 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041"540-0 ZONING >' BUILDING PERMIT OWNER SCAT � i~Aj�1 ; j4[.�C;HTUi� TELEPHONE SO. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3248 RUGIDA RD, YANKEE H111, CA 959655 CONTRACTOR'S NAME TELEPHONE h CONTRACTORS MAILING ADDRESS " CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS • Total Valuation $ ARCHRECT OR ENGINEER LICENSENO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ ��(� �{ y� TT t y� ( BUILDING ADpgE $„ TiW Wi'SY. O:WI%11+1 C i 95765 47& Energy Pian Checking Fee $ $ +, PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP UMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GUAGE SPECIFY Each Trap 7.00 Solar or hest water heater 3.00 Water piping 15.00 Each gas water heater ent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities fC Installation ❑ Other ❑ Describe Work: ADD MAIN FEC SERVICE TO BP# Q1 1330 Gas piping system 1 - 5 outi 15.00 Buildin sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fe 20.00 600V OR LESS Main Service zo.A OR LESS /� 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provision4 of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full.force and effect.POWEP License Class Lic. No. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License L fps the following reason: 1p� 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 sala. ❑ I, is owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ • I am exempt under Sec. , Business and Professions Gode for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELIJNG OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5¢Fr. INpN p�10. MULTI -OUTLET 97,50 ,1PATUS S tiINGLER AOUTLET CIR. EX. GCCU OUTLET OR FOCTURES 20 ® ' 8 .00 OWNER Ex. Occup. DuuTELED A,a.)OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the fgllowing declarations: ❑ 1 have' and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number /The above sections need not be completed 0 the perillk is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this peis issued, I shall not employ any person in any manner so as to become r1liject to workers' compensation laws of California, and agree that it I should become subject to the workers' compensdtion provisions of section 3700 of the Lab Code, I shall jorthwith'com ly with these provisions. ,, f +„ r } __ D e� ure of Applicant'- -'Owrie� ❑ Contracto Agent / 6t1z An OSHA permit is required for excav ions over 5'0" deep and demolition or construction of structures over 3 stories in hei ht.� HANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. p. FEES IMP FLOOD CDF PARCEL po HO ISSUE This permit is hereby issued under ofthe Butte County Code and/or indicated above for which fees have YYL: i.tA Ll PERMIT EXPIRES the applicable provisions Resolutions to do work been paid. Date f Date Receipt No. Iti' ? - WHITE-D.D.S.-B.D. CANAR ASSESSOR PINK -INSPECTOR GOLDEN ROO-APPLICANT h l I,J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ®� O 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMI O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCEL NUMBER 041-540-039 ZONING BUILDING PERMIT OWNER HOUGHTON SCOT TELEPHONE SO. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 3248 RUGIDA CONTRACTOR'�S�7�NAME � OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4400 TAO WAY. OROVILLE CA 95965 Energy Plan Checking Fee $ $ _ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP UMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CARACF. SPECIFY Each TraNns, 1 7.00 Solar or heat water heater 23.00 Water piping 15.00 Each gas water heater vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities IX Installation ❑ Other ❑ Describe work: ADD MAIN ELEC SERVICE TO BPA 01-1330 Gas piping system 1 - 5 ouU 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ZDDAoRLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License L !0 the following reason: 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ • 1 am exempt under Sec. Business and Professions Code for this reason Main Service To �000A 46.00 NEW CONST. DWELLING OCCUP. W:o OR ADONS. ( a Acc. BLOS. SD 3.5QFr: UTLET Np RESIF' 0=0 @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FDTTURES 20 @ 1.00 BAL p .50 Ex. Occup. o uTLtDrs REs o.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwi com ly w'th those provisions. X Doe �/ (�/ nature of Applicant - Owner ContrectoAgent JJJ An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hei ht. CHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL I PD I HO ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have y PERMIT EXPIRES`4N the applicable provisions Resolutions to do work been paid. Date 3-7-02 Date ReceiptNo. 3- Q WHITE-D.D.S.-B.D. CANAR 'ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this fication is received. 0, personi Ian to provide V�,�aj or labor and materials for construction of the proposed property rovement:YES NO ❑ I HAVEHAVE NOT ❑ signed an application for a building permit for the propo work. 3\ I have contracted with the following person (firm) to provide the proposed co ction: NAME: A1_DSS• CITY• / PHONE: CONTRACTOR'S LICI✓NS NO. 4. I plan to provide pp\o of this work, but I have'hired the following person to coordinate, supervise, and provide theemm*.r work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S CSE NO. 5. I will provide some o e work but I have contracted (hired) tl'ie following persons to provide the work indicate NAME ADDRESS PHONE TYP F WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR1vIATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ 'There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contactors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4mge'r, y, l C. Vi ira, C.B.O. Building inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Coda OVER i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 0v,z—l% I.Rev.,2/g6) APPLICATION AND PERMIT ASSESSOR PARC UMBER _ ,may ZONING - BUILDING PERMIT OWNERQllf)4 01' _ �,,,,,^ TELEPHONE SQ. FT. OCC. BUILDING VALUATION BUILDING LAT NO. I SUBDNISION'S NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ R�odel ❑ Utili less0Installation ❑ Qther❑Describe Work: . S[� I�at/1�ef ;t7 "PERAUT FEE PAID SRA • SHERIFF OTM AMOUNT RECEIVED "R6ClT NVAAElR 3q3 y o Receipt No. J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t•Ireplace PERMIT FEE S OWNERS MAILING ADDRESS Main Service Fling Fee $ Main Service CONTRACTOR'S NAME j 11S)WHONE NEW CONST. OR ADONS. ( CONTRACTOR'S MAILING ADDRESS $ NEW CONST. NON RES10. CONSTRUCTION LENOER $ LENDER'S MAILING ADDRESS $ ARCHITECT OR ENGINEER $ LICENSE NO. PLUMBING PERMIT Filing Fee ARCHITECT OR ENGINEERS MAILING ADDRESS 1 BUILDING LAT NO. I SUBDNISION'S NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ R�odel ❑ Utili less0Installation ❑ Qther❑Describe Work: . S[� I�at/1�ef ;t7 "PERAUT FEE PAID SRA • SHERIFF OTM AMOUNT RECEIVED "R6ClT NVAAElR 3q3 y o Receipt No. J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t•Ireplace PERMIT FEE S Total Valuation $ Fling Feel 20.00 Main Service Fling Fee $ Main Service Permit Fee $ NEW CONST. OR ADONS. ( Plan Checking Fee $ NEW CONST. NON RES10. Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT Filing Fee Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 1 5.00 Gas piping system 1- 5 outlets 1 5.00 Buildingsewer 15.00 Mobile Home S (G W @20.00 20.00 20.00 EX. OCCU . OUTLET OR FORURES BZ Cgs .SO Ex. Occup. GflxurELEOTSA A o oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.001 PERMIT FEE S..306 1 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ �- 3 • D (� HAZ. 10. FEES I IMP I FLOOD I COF I PARCEL PD I MO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service zoOA OR LESS 23.001 Q6 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADONS. ( DWELLING OCCUP. d ACC. BLAS. 3.SQFO NEW CONST. NON RES10. MULTI.OUTLET wn- I.." a 97.501 EX. OCCU . OUTLET OR FORURES BZ Cgs .SO Ex. Occup. GflxurELEOTSA A o oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.001 PERMIT FEE S..306 1 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ �- 3 • D (� HAZ. 10. FEES I IMP I FLOOD I COF I PARCEL PD I MO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON NOTES e-4 0 JJ eAS X -1wr ,`RESIDENTIAL il- __ _E&_ MILI--- - If 041-540-039 V 03-2094 PERMIT NO. HOUGHTON, JAMES 4400 TAO WAY, OROVILLE NEW SINGLE FAMILY P Re /*-j so os Ace bon r4 Sia, d h .41 -Se ur SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. XFIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I LL kf --I, i' JOB FINALED (Date) Signature MIX CHECKED BY J=OK 0 = Not OK . = Not Re dyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements=Setbacks-Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/0 -Concrete Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L 'ft.. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements_1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. 'Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11, Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements=Setbacks-Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels 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/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 4 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not � p - =NotAApplicable . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s D Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.- Ftg. Depth 19. 3. Ftg., Garage; Soils -Steel -EI c. Grnd.-/ /" Ftg. Depth 20. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 21. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 2 .' 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 23. 6a. Hold Downs and Special Anchors 7. S!9L;,,- Steel -Wrapped iers-FFireplao2'Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. PlewQins & Ducts; Clearance -Material -Support -Ins. Bolts -Joists - Access & Ventilation Insulation Date Card B-1 Date Card B-1 (Single & Duplex) Date C4rd B-1 Date Card B-1 Date PLVMBING (P2rTN OK except #'s . Water Htr V - ccess-Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. est Tub & Shower, Second Floor -Tub Access 2 .' Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection W. pec. Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 0. Subfeed Wire Size/ I /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 39' Equip. Clearances Panels-Motors-Mech. Equip. 3egrothes Closet Light -Shower Light -Spa Light Smoke Detector Date V Card B-1 j5�,� Date Card B-1 Date Car . B-1 Date Card B-1 Date ME AN AL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 3 Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4VAttic Access & Platform if Furnace in Attic Date %A Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41.\ dills Proper Materials & Anchors 4VVplls Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) 4V Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs & Beams -Size & Date 48. C' g. Joist-Rftr. Ties-Purlin-Roll Brac.-TEud-SbtK .-Rtng-r� fireplace Ties or Type A Flue -Fireplace Throat learance Attic Access; Size & Romex Protection -Draft Stop affles 1. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing -RC Channel ro �roperty Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garaqe 3rd Storv, 2 Exits 135 -stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5f. . ywood on goof Overhang -Attic Vents -Rafter Outriggers Siding -Na ng Veneer - , .6&.-SU+6cco Mesh -Drip Screed -Fd. Vents-Underflr. Access I jE44 \/ J9!Glazing Area Glass Protection -Skylights -Plastic 1)10 hear Walls; Nailing -Bolts Brace ' I I " 63. Infiltration -Walls -Windows Date r. Card B-1 Date, � Card B-1 Date Card B-1 Date Card B-1 Data FINAL(Plans) OK except #'s 64. At. Steps -Door & Sidelight Protection -Landings Smoke Detector . urnace Vents -clearance -Comb, Air-Connector- lg.Garage; Above Floor-Ducts-Mech. Protection 67. B room Exiting .FL th Fixtures & Tub Ac ese� 6 I im & Subpanel, Breafer Sizes & L-9bels 7WStAWv& Rails 71. ireplace or Stove, Clearance -Hearth 72.,K4ec-0utlets at Wood Panel, Int. & Ext. 73. Kit 'xt. & Appliance; Ground -Air -Gap -Cooking Clearance 74.' lec. Outlets & Receptacles at Kit. Counter r45--6arag Fire Door; Swing -Landing -Closure ot Duct in Garage -Damper tr. Htr.; Vent learance-Comb. Air Connector-P.R.V. i5E2araqe4ove Floor-Mech. Protection Mech. Equip. Listed for Location 79. On Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VE ents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive O Yes D No/Walks O Yes D No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House Glass Protection 91,AE�brrections from Previous Inspections 9;e,Gas Test -Meters Tagged, Gas -Electric 90 -"Water & Sewer Connected -C/0 to Grade -HD Approval WEnergy Compliance Certificate -Other Certificates 9 dress Posted Fire Sprinkler `4 Date ( 9 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 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Stre"et *Chico, CA (530) 891-2751 7 County Center Drive e OroviI16, CA - (530) 538-7541 CORRECTION NOTICE 0 Jq OWNER V PERMIT NO. A routine inspection indicates that thel!ollowing violations of butte county.Ordinances exist at the when above address and should be corrected. Please notice this office wh ��correction of work is r. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ('4A("J( &AV-4L&&n, Adil tT.-> (/t/ c f f '71 AA - L'd' A'4W) es", .ye- tee a I? Date Uy inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street* Chico, CA - (530) 891-2751 . 7 County Center. Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 1 ` OWNER J PERMIT NO. A routine inspection indicates that the following violati .ns of butte county Ordinances exist at the above address and should be corrected. P e notice this office when correction of work is completed. It you have any questions taining-to this matter, or need additional explanation, please contact this office immedi 46 � � �an�t d ( •/� AC's �j -- V !-�/✓`.,5 • i 1s r Date J v Inspector REV 10/92 M�rY�M"-`,.... 1^t�ns%'.J'�+• h.+3.•..�J,�'r•1 1.'' •..—...-r -'qr'i.-. �L} -1. ♦ r f'. - S' r"lr^L_�l•.•,�f1L'y'S h.'�Yi-�•Py "I..�^L!'-�f v"{�� t / COUNTY OF BUTTE BUILDING DIVISION <, DEPARTMENT OF DEVELOPMENT SERVICES R 411 MainStreet • Chico, CA • (530) 891-2751 .7 County Center Drive • Oroville, CA • (530) 538-7541 x- CORRECTION NOTICE 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 notice this office when correction of work is completed. If youhave any questions pertaining to this matter, or need additional explanation, please] contact t ' f e imm diately. •, �G i�c� o.r ,� S � ri�iJ 10, Joe . Date 0-4V Inspector----`"" �/r / REV 10!92 COUNTY OF BUTTE BUILDING DIVISION =4 DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 k CORRECTION NOTICE F; h ., OW ER PERMIT NO. z,. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, § • . please contact this office immediately. a".-%� �- '� ✓ /.tom, Al S: �Y } " 1 I'•� I • Date Inspector '� REV 10/92 . :L - °� ' COUNTY OF BUTTE i a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 ,r CORRECTION NOTICE PQ Uc� �► OWNER PERMIT NO. e, A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t �� P,i�-n✓��C C7A.-/t•G Gr 1/G/d'�C �..0/'� 7�/t'diy�� /Y fM-> / _ \ r /,(/ / / � � c rz> L,.4 rj 'v „ r iti i, • { /%%, nl f ; a L6 fi Date Inspector '" REV 10/92 j� j 1 t COUNTY OF BUTTE t . BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 y CORRECTION NOTICE r OWNER PERMIT NO. 1. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you ha ,e,any questions pertaining to this matter, or need additio Ian explanation, please contact t ' olfice immediately. Date Inspector COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 r CORRECTION NOTICE �6w-m 03_ zoo y OWNER L/ PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. LZWOtq L^) k 4An ffe.1%I 61,VS C;&ack 6 -vi �b ce &J JA 1 -1� -� 2,�3 Date - �( Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-75410,3 38-7541 3go - (Rev. 12/96) APPLICATION AND PERMIT ((// ASSESSOR PARCEL NUMBER 041-540-039 ^' ZONING BUILDING PERMIT OWNER JAMES SCOTT' HOUGHTON 5324734 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS ' 4400 TAO WAY OROVILLE CA 95965 2380 R 128 520.00 1326 C 17 238.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 11500.00 Total Valuation $147258.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 807.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 524.88 BUILDING ADDRESS 4400 - TAO WAY DROVE JE CALOT Energy Plan Checking Fee $ 23.00 PERMIT FEE $1375.38 IJO. SUBDNLS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Iry Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.0 5.00 Each es water heater or vent 15.00 15.00 TYPE OF WORK `�.,� New 5�" Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping stem 1 - 5 outlets 15.00 19.00 Building sewer 15.00 19-00 Mobile Home IS I GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zooA OR LESS 23.00 /1 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO 3.5¢FT: NOµp °SID ' MULTI -OUTLET @7.50 OWER APPARATUS 8 SWOLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES BA20 00 @ 1.50 Ex. Occup. ours Ao .°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply With those provisions. !' 1 3 X Date 7-[+-03 Signature of Applicant - )Q Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�`(L of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation 2 4.50 9.00- PERMIT FEI: s 80.50 Mobile Home Installation Fee $ Energy Inspection Fee $46 00 Occ R3 CONST. TvpE TOfAL FEE $ 1785.18Z HAZ D. FE I P OD DF PAFeEL PD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By ERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ( ate O Det Receipt No. WHITE-D.D.S.-B.D. CANARY -A S SSOR PINK -1 SPECTO GOLD 0 -A LIC L—I� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BU�I DING DIVISION 7 County Center Drive 9. Oroville, California 95965 • Telephone (�0) 538-7541 PERMIT NO UNv.12/96) APLICATION AND PERMIT� ASSESSOR PARCELNU `ZONI _ BUILDINGPERMIT r OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS p U. A CONTRACTOR'S TELEPHONE CONTRACTOR'S -MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ �O ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ l 20•0,10/ ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $' Plan Checking Fee $ SUILDINGADDRESS - - Energy Plan Checking Fee $ $ _ WT NO. I SUBDNISION&Vt ) t•1 (} _ L.1 / ) Q _ � � � I rnn�.c� rwr yy �� USEE.O�fFSTR1U�CJTURE (E A C- SF C'l Duplex ❑ Mobilehome ❑ Other SPECIFY �/ TYPE OF WORK New & Addition ❑ Remodel 13 Utilities ❑ Installation ❑ Other ❑ Describe Work: j's,i. 01575C_ PERMIT FEE PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S G W PERMIT FEE $ ELECTRICAL PERMIT EOOV OR LESS Main Service 20 DA OR LESS Main Service 200A TO 1000A NEW CONST. DWElLNO OCCUP. strVo 19� ;Me-w*�y SIR I i LJ �,��yy"" SCI lI/ - �J L//� IMEMMEIIIIIIIIIIIIII �I NEW CONST. NON-RESID. MULTLOVTLET C a�sINOLRE oT.T R. Ex. Occup. OUTLET OR FIXTURES Ex. Occup. OUTLETS RESI6.1 Temporary Service O �� � Mobile Home Facilities Misc. Wiring one . r I PERMIT FEE S MECHANICAL PERMIT Heating t 220, � U Coolin Hood Ventilatio '' L- l2,,=nmUEnergy PERMIT FEt $ A L ` Home Installation Fee $ Ab� �i �iInspection Fee $ Nkm � , O° M TOT L FEE $ CA" �Or� X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7.00 `0 23.00 15.00 a� �0111__ 15.00 r� @20.00 11512-- 4 Fling Fee 120.0 23.00 t' 46.00 3.50': ti @7.50 ° FEES1 1 ` 17 1 P,�L I VI HD �s� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON N� !w -a "e.`w7+�+ ; M �? �.ii`+,1'S COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �Q ►�{') p{C Sed ' dco C 1 U/'�'r,,q ASSESSOR PARCEL NUMBER Proposed Building User fll y Counter Technician: Date: �7" �/ V Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans; 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑_I 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Id 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ fa 13. Other f PC S Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... I.S. Statement of Intent for Non -heated and A/C Buildings...................................11...... &16. Sanitation and plot plan approval from the Environmental Health DN ent in C_�(. City of Chico Plumbing permit ...................................... California Department of Forestry plan approval paid. Sent. b, .................... -7 ❑ 19. Planning approval for (A) Use: O (B)Parking: (Cel Check: 7^� �— ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier nd Policy Number ..............:.............................. TU25. Owner -Builder Verification (Given to owner, ❑ Mailed to owner) ..................... -0 ❑ 26. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant ID M.H. Title/St ment of >racts, ❑ Letter from gal Owner, ❑ Check to H.C.D. $ ;�W�31. Other:en issued Telephone rjjjk7,er amend, hold for pickup. . I have been informed of the above items anq requirements for ing a building permit. Applicant: I' Date: 1. Index permit application for the above items numbere :Plan Check Letter 2. Additional items required , Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ 'rnlnterlby Date: _ Contractor, designer, owner, was a vised of the above da y ❑ phone, ❑ mail, El c? Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: t1` 12 Structural approved by: Date:'0421 O el Note transfer by: Date: Vel: Tilldinp Division E.N. USE ONLY Rot Plan attached May Plan A ctt d Sant to 8.0. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t� CLA Owner Location AP# Plan Approved for: Sewage Disposal Water Supply:, Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 A -gr Date COUNTY OF BUTTE pff-o DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # Q "&5 Ja "!1 S PROPROSED BUILDING USE DATE �7� 2�( C,E�IPT # DATE RE 1. BUILDING PERMIT FEES • 2 --' --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 1 2. SCHOOL DISTRICT FEES (31-C1I r (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Divisi -Residential............ 4!$3!6�0�)$ Units Commercial (sq. ftg.)..... X $0.03 = $ _ � J Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) R TENDER FEES BATTALION # $200.00 id at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking rocess. APPLICANT D!J DATE ,,-0 3 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) r October 30, 2003 James Houghton 4400 Tao Way Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-540-039 Building Permit Number: 03 -3338 -fire sprinklers. Thank you for submitting the plans for your fire sprinklers. The plans have been reviewed, and the plan examiner's comments are listed below. . 1. We require that fire sprinkler plans include the entire system from the source to the sprinklers. Please include, on your plans, the system components from the source of water (well) to the riser. 2. Provide listings for the storage tank and pump. 3. Your calculations list the City of Chico as the authority having jurisdiction. Actually, it is Butte County Building Division. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Linda Simpson Plans Examiner 1 of 1 ti Subdivision , Lot No. I 1- Residential Development Commercial/Industrial ..� { Building Department Rt ` 3 ,At, " ..hyy'r�-ms s. A- r:.: � �•; (Floor Plans reviewed by School District Personnel) District Identification No., ! . 1)4 00 9 6 School District certifies that ,(. / w. � o f�,� .� �•IStreet Address) .r ll:e- (City) s l�J ............. Sq. Footage t Addition/ 'Supplemental to '(Group R) I 10—ODD Installation Conversion Permit # a. .,... .,..k,__ ° -...... -.,-(No foundatio,.,.inspection),__.,-........ _ . ..: ......... ..-.. BUTTE. COUNTY SCHOOLS -IMPACT FEE CERTIFICATION FORM (One form per Building) ,. • School District 64 %~� 'New rr~�r Build)ng Department No. A.P. Number 4/4` Mtl,) 11),34 Jurisdiction: City "' County Property Owner Property Location/Address Subdivision , Lot No. I 1- Residential Development Commercial/Industrial ..� { Building Department Rt ` 3 ,At, " ..hyy'r�-ms s. A- r:.: � �•; (Floor Plans reviewed by School District Personnel) District Identification No., ! . 1)4 00 9 6 School District certifies that ,(. / w. � o f�,� .� �•IStreet Address) .r ll:e- (City) s l�J ............. Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to '(Group R) Units Installation Conversion Permit # a. .,... .,..k,__ ° -...... -.,-(No foundatio,.,.inspection),__.,-........ _ . ..: ......... ..-.. s, Sq. Footage 'New Addition (Including Exterior Roofed Areas) sentative Date has complied'with the requirements of Resolution No. ��2 a representing �1 JO square feet. M r\ R School District Representative l/ r i Remarks: /J CRb-`]9-IZII [fill It =ri1 (ao 11 )ice. (State) 1ys -go �'• � � ani (Applicant) 5a-,�-1-7 39- (Phone Number) 9 -War (Zip Code) QQ by payment of $� AB 2926 FULL MITIGATION ..l- !• 1 s, _ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. r" 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)' feeformAs (10/98)dmm December 18, 2003 Proposed Residence for James Houghton - Parcel #041-540-039 Permit #03-2094 Mr. Philo Hunt, P.E. Plan Check Engineer County of Butte Department of Development Services — Building Division 7 County Center Drive Oroville, CA 95965 RE: Response to Structural Comments (dated 12-9-2003) Dear Mr. Hunt: In response to the comments on the plans for the private residential building at the above referenced location: 1) Please provide two sets of plans wet stamped and signed by the engineer. All writing on the plans must be in ink, not pencil. Response: Will do. See attached sets of plans. 2) Please provide two sets of revised calculations wet stamped and signed by the engineer. Response: Will do. See attached sets of calculations. 3) The plans specify Simpson HTTP22 holdowns which are not listed. I assume you mean HTT22 holdowns. Please revise. Response: HIT22 holdowns are intended. Plans have been revised. 4) Simpson HTT22 holdowns require SSTB24 anchor bolts. Please specify SSTB24 anchor bolts and show the anchor bolt locations on the foundation plan. Response: Will do. See attached sets of plans. 5) Provide shear transfer details of the roof and floor diaphragm connections. Indicate how shear will be transferred from the roof diaphragm to the shear walls and from the shear walls to the foundation and key details to the plans. Please clarify how shear will be transferred through the `A' trusses to the shear walls at the front and rear of the house. Section AA on sheet 2 shows 1/2" plywood sheathing to the shear walls below. The truss connection detail on sheet 2 also does not depict an adequate load path for lateral forces along the left and right to resist lateral forces in the orientation that it is installed. Why not provide blocking and edge nailing and continue the 5/8" T-1-11 to the top plate of the shear wall? It appears that shear forces are meant to be transferred though the roof sheathing to the eave of the EJ truss and then through the porch soffit to the shear walls. If this is your intent please show blocking and edge nailing of the soffit and specify adequate shear ply on the soffit. The 3/8" T-1-11 specified in the detail is not rated to resist shear forces. Response: Lateral shear forces from the top chord of the A truss will transfer to the top of the shear wall through blocking and plywood sheathing as shown in Section AA. The 5/8" T-1-11 siding has been extended down the side of the DG truss to the top plate of the shear wall. Lateral shear along the DG truss is transferred to the shear wall top plates through a combination of the truss members and the siding. Blocking has been added between the EJ trusses as shown in the "Truss Connection Detail" on sheet 2 to provide a better transfer of EJ truss loads to the DG truss as you have suggested. The 3/8" T-1-11 used in the soffit over the porch is non-structural and therefore not depended on for shear transfer. 6) The 3/8" lag screws specified in detail 16/4 may not be installed into the top and bottom of the 1 -joists as shown. Please specify a rim joist and design the lag screws to attach the ledger to the rim joist. Also provide shear transfer from the rim joist to the mud sill. This is often accomplished with an A35 clip. Response: The rim joist is already called out on the Foundation & Floor Framing Plan and on other details. Will repeat on detail 16/4. For the 3/8" lag screws callout, will delete "into top and bottom of I joist" and add "into rim joist. The A35 clips at 48 0. C. have already been called out on other details on this sheet. Will repeat it on detail 16/4. 07)Please have engineer address note 14 on truss DG. Response: Have added location of purlins along top horizontal chord of DG truss on the "Roof Framing Plan" on sheet 5 and added a note to see manufacturer's recommendations for bracing of roof trusses on this plan sheet. 8) lease have engineer address note 6 on truss HAT. Response: This piggyback truss bears on the "A" truss top chord. Truss manufacturer to provide or recommend appropriate connectors between the two trusses. 9) Provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design of the structure. Please provide a signed and stamped letter. Response: I have reviewed the truss package for this structure and it conforms to the design of the structure. My stamp and signature below constitute my approval for the building framing and foundation. Sincerely, Martin Maechler, PE cc: James Houghton 2 of 2 December 9, 2003 James Houghton 4400 Tao Way Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-540-039 Building Permit Number: 03-2094 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: 1. Please provide two sets of plans wet stamped and signed by the engineer. All writing on the plans must be in ink, not pencil. 2. Please provide two sets of revised calculations wet stamped and signed by the engineer. 3. The plans specify Simpson HTTP22 holdowns which are not listed. I assume you mean Simpson HTT22 holdowns. Please revise. 4.- Simpson HTT22 holdowns require SSTB24 anchor bolts. Please specify SSTB24 anchor bolts and show the anchor bolt locations on the foundation plan. 5. Provide shear transfer details of the roof and floor diaphragm connections. Indicate how shear will be transferred from the roof diaphragm to the shear walls and from the shear walls to the foundation and key details to the plans. Please clarify how shear will be transferred through the A trusses to the shear walls at the front and rear of the house. Section AA on sheet 2 shows '/2" plywood sheathing between the trusses but does not indicate how shear will be transferred from this sheathing to the shear walls below. The truss connection detail on sheet 2 also does not depict an adequate load path for lateral forces along the left and right sides of the house. The A34 shown connecting the top chord of the EJ truss is not adequate to resist lateral forces in the orientation that it is installed. Why not provide blocking and edge nailing and continue the 5/8" T-1-11 to the top plate of the shear wall? It appears that shear forces are meant to be transferred through the roof sheathing to the eave of the EJ truss and then through the porch soffit to the shear walls. If this is your intent please show blocking and edge nailing of the soffit and specify adequate shear ply on the soffit. The 3/8" T-1-1 l specified in the detail is not rated to resist shear forces. 1 of 2 6. The 3/8" lag screws specified in detail 16/4 may not be installed into the top and bottom of the I joists as shown. Please specify a rim joist and design the lag screws to attach the ledger to the rim joist. Also provide shear transfer from the rim joist to the mud sill. This is often accomplished with an A35 clip. 7. Please have engineer address note 14 on truss DG. 8. Please have engineer address note 6 on truss HAT. 9. Provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design of the structure. Please provide a signed and stamped letter. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. ' Linda Simpson Plans Examiner cjc: Martin Maechler, P.E. . c"& 14.4 - Philo Hunt, P.E. Plan Check Engineer 2 of 2 r December 9, 2003 James Houghton 4400 Tao Way Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-540-039 Building Permit Number: 03-2094 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REV1(EW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None ST CTURAL COMMENTS: P ease provide two sets of plans wet stamped and signed by the engineer. All writing on the pl I s must be in ink, not pencil. ease provide two sets of revised calculations wet stamped and signed by the engineer. The plans specify Simpson HTTP22 holdowns which are not listed. I assume you mean ,-Simpson HTT22 holdowns. Please revise. Wep Simpson HTT22 holdowns require SSTB24 anchor bolts. Please specify SSTB24 anchor Xts and show the anchor bolt locations on the foundation plan. Provide shear transfer details of the roof and floor diaphragm connections. Indicate how shear will be transferred from the roof diaphragm to the shear walls and from the shear walls to the foundation and key details to the plans. Please clarify how shear will be transferred through the A trusses to the shear walls at the front and rear of the house. Section AA on sheet 2 shows '/2" plywood sheathing between the trusses but does not indicate how shear will be transferred from this sheathing to the shear walls below. The truss connection detail on sheet 2 also does not depict an adequate load path for lateral forces along the left and right sides of the house. The A34 shown connecting the top chord of the EJ truss is not adequate to resist lateral forces in the orientation that it is installed. Why not provide blocking and edge nailing and continue the 5/8" T-1-11 to the top plate of the shear wall? It appears that shear forces are meant to be transferred through the roof sheathing to the eave of the EJ truss and then through the porch soffit to the shear walls. If this is your intent please show blocking and edge nailing of the soffit and specify adequate shear ply on the soffit. The 3/8" T-1-11 specified in the detail is not rated to resist shear forces. 1 of 2 The 3/8" lag screws specified in detail 16/4 may not be installed into the top and bottom of ,the I joists as shown. Please specify a rim joist and design the lag screws to attach the ledger the rim joist. Also provide shear transfer from the rim joist to the mud sill. This is often omplished with an A35 clip. ac . ase have engineer address note 14 on truss DG. lease have engineer address note 6 on truss HAT. Provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design of the structure. Please provide a signed and stamped letter. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner- Plan Check Engineer cjc: Martin Maechler, RE. 2 of 2 10/2003 MON 13:26 FAX 5308947798 UNITED RENTALS-CHICO-558 1?1 002/003 November 5, 3003 James Houghton 4400 Tao Way Oroville. CA 95965 Department of Development Services Building Division 7 County ('enter Wive Oroville, CA 95965 (530) 5341.7541 (530) 538-2140 FAX ASsessor Parcel Number: 041-540-039 i;uildino erinit Number: 03-2094 Thank you 1br submitting the plans for your building project. The plans have been reviewed, and tire. plan examiner's comments are listed below. Please respond in writing to each item by completing; and returning the enclosed PLAN REVIEW RESPONSE FORM, Your complete and clear response will expedite the re -check and approval of this project. MON-STRUCTURAL COMMENTS' Nine STRUCTURAL COMMENTS - 1. Provide vcrifcation from the truss manufacturer that the trusses have been designed to support the additional weight of the fire sprinklers. 2 Provide shear transfer details of the roof and floor diaphragm connections. indicate how shear will be transferred from the roof diaphragm to the shear walls and from the shear walls to the foundation and key details to the plans. 3. Provide calculations for sill nailing and anchor bolt spacing and show requirements on the plans. Please show shear wall edge nailing, sill nailing, and anchor bolt spacing on detail 16/4 of the plans. 4. Provide adequate holdowns along the left side shear walls to resist the overturning forces shown on page 6 of the structural calculations. The uplift values exceed the capacity of the 11TTI tension tics specified on the plans. 5. Provide adequate support for the 4428 lb. DG girder truss reactions on the plans. 6. Please specify the series of TH floor joists that you intend to install. 7. Please have engineer address notes 5 and 6 on truss SJ. Please show the A.35 and 11CP2 clips un the plans as specified in the plan review response form. 8. Please. have engineer address notes 4 Ind 6 on truss N.J. Provide detail as specified in the plan review response form. 9. Please have engineer address notes 10 and 13 on truss DG. 10" Please have engineer address note 7 on truss GHAT. i l . Please have engineer address note 6 on truss A. Please key detail 27 to the plans and clarify how the purlins will be installed on the trussed roof. 12. Please have en- ineer address note 6 on truss 11AT. 1 of 2 ;'10/2003 MON 13:26 FAX 5308947798 UNITED RENTALS-CHICO-558 Z003/003 R • • 13. Provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design of the structure. Please provide a signed and stamped letter. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday, To discuss non-structural items, ask for Linda.. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. l;' Linda Simpson Philo Hunt, P.E. plans Examiner Plan Check Erigineer 2 of 2 - 57 SAN REVIEW [n'order a aha the ccri�r Y W �tESPWSE F0� ' �: form is not ! y Ow erP4A4 fl i " �D� tha Mowing infoemation ud � � form ' Boase a `� our � pro Will not be •b!a to "t your ro-jnbmIQ � � �spoa�o to loam and tba tocstioa w D� oockcNoa idea• '�' atbar>t' b not eonridued a VQ4 4ow ?tom i ATr TM FORM TO A COPY f Y+p R�pU1N�oR�V�W fcc:aa as tiro Plaaa/a�. �a�e.- p� ; OMERS Kohn LI TSt AM®WTM R� W'b ASSESSORS PARCEL NUMBER I (�� D3 • PERM(TNUMBER 0 41 - S4o-•o39 RESPONSE FOR PUN CHECKLETTER �ATEO: N �.re�n, ber -51 Zook P�,qN CFSECK tTEM / RESPONSE Z_ LOCAnON TON COMMENTS: ;�"•�lF 0.d dia hn ms e+wu, too +rte . EA41 44, nrewr ivsheare ale" o h 5he�i- Z` a° n ancL,� �d l►or i .. PLAN CHECK RFM R (mow Vial I ' �e �Pr ew,ei.� S . RESPONSE BY: LOCATI NON PLANS/CALCS: 3 e ch Ie,� cq��s %%S • s 16-1 l MGLri h i P/anr 5'k -J 21414 /l vi •-G/l+V{ ` i rJe, �I o U c ` L'cic.�,�c `�,S s•oo �i �.�-- —T- r p�,r a(u�s qui ' PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: Lr.(cs Shy (, COMMENTS:����h ./ f dlG✓'c'•(r,S 1, l7D G� � ',,., TTS C,- r wc, PIAN CNECI( REM R RESPONSE BY: ' LOCATION ON PLANSICALC3: Cte.,�- p• �. eares sem- � o MENYs: -�- nl,� i Ti(t75 OcL S _ - S7 [n order to expedite the n4or rl'ANp REVIEW SFONSI ; FORM this form Is not eompleteL, as to all oo P4nA i " legm Complete tbo Mowing Information ad rte nspoase to Dray item ntctiod 1e "affil not be able to tteoeDt your M�� � � with Mu"Ud is our On CortGCd0A I t*. 'By OdWr.IS no Conridcmd a v im• t mspoapo to Cath item snd the tocxtioa whin fp k6CU scion Cm bo found ou tbo pbuLdcsleq. s+e ATiAGi THLS OwNERs Kill, FORM TO A COPY Of YOUR PU M "vmw lt1RE� AHHi 1z�1URH WITH DATE: PZMED µ4 ASSES30R8 PARCEL NUMUER ' - PERMIT NUMBER - D3-2o�� RESPONSE FOR Pl/lN CHECKtET7ER DATEO: S ZOn3 I'll Loll rMM pRESPONSE 8Y: LOCA IoN ON PLANSMAi r --q- LOCATjp KITE Job:- Houghton Residence* Framing Check By: Martin Maechler, P.E. July 9, 2003 O, C Page 1 PURPOSE 1) Check distribution of roof loads to exterior walls. 2) Check shear capacity of walls. 3) Check overturning. 4) Check framing around wall openings. 5) Check foundation loading. Assume pre-engineered roof trusses by Endeaver Homes are acceptable for all loads. LAYOUT 13 12191— I 56 ft SIDE ELEVATION FRONT/BACK ELEVATION HM = 0.59 > 0.5 HM = 0.45 < 0.5 ♦ Denotes concrete stem wall MATERIALS All lumber DF #2 or better. All headers to be 4 x 12 U.O.N. Exterior wall studs: 2 x 6 @ 16" max Interior wall studs: 2 x 4 Interior wall siding (non-bearing): 1/2" gyp bd Exterior wall siding: 1/2" gyp bd on inside, 5/8" T-1-11 plywood siding exterior. Roofing: Comp roof with 304 felt on 1/2" O.S.B. sheathing This satisfies loading per UBC Tables 23 -II -E-1 & 23 -II -E-2 Sub -floor: 3/4" T&G O.S.B. glued and nailed with 8d @ 6/12, stagger joints This satisfies loading.per UBC Tables 23 -II -E-1 & 23 -II -F-1 Floor joists: 11 7/8" TJ1'1' joists @ 24" oc Cipro 3So� Ceiling: 5/8" gyp bd. Roof wood trusses by Endeaver Homes. p eoFESS/D, ` �9 m NO. 42513 E)qp' * O, C Page 1 ' Job: Houghton Residence• i I Framing Check • By: Martin Maechler, P.E. July 9, 2003 WALL LAYOUT Per UBC 2337.5.6 for high wind areas, a sheathed wall element at least 4 feet wide shall be installed at each corner or as near thereto as possible. At least 4' of shear wall is at all corners except for the front left corner where, due to window, the first shear wall of 4 ft or greater begins 5 It from the corner. 9.12 ft ❑ ❑❑ FRONT ELEVATION Shear wall widths shown on outside, opening widths on inside. Contributary length per shear wall shown in italics. Back W = 40 ft 4.5 5.5 6.5 9.25 14.25 6.0 4.5 13.38 4.75 Left W = 20.25 ft 23.13 11.0 3.6-6.0 4.0 3.0 Total Wall W= 56.0 3 Y ' I Total Wall W= 42.5 Total Wall W= 42.5 i L._._. > X 14.25 MI 4.0 6.0 11.5 15.5 RtW= 30.5 11.0 15.0 4.0 6.0 4.0 2.75 3.75 10.5 4.0 10.0 4.75 13.75 21.5 6.0 Front L = 25.0 ft Xcg= 5.66 ft Ycg= 4.90 ft Floor Area= 2380 Ix= 27788 ft3 EXTERIOR WALL PLAN Deck Area= 954 ly= 38165 ft3 J= 65953 ft3 J not used for flexible diaphragms. Page 2 � Y Job:, Houghton Residence • Framing Check • By: Martin Maechler, P.E. July 9, 2003 LOADS Structure Dead Loads: Roof/Ceiling =12,300+18,000+2500 = Exterior walls =12psf x 9'x 2 x (42'+56') _ Interior walls=11.5psf x 9' x 87' _ Floor = 68' x 54' x 10 psf = Live Loads: Floor live load = Ceiling live load = Roof live load = Total DL = say 32,800 lbs 21,200 lbs 9,000 lbs 36,800 lbs 99,800 lbs 100,000 lbs 40 psf (CBC Table 16-A) 10 psf (CBC Table 16-13) 16 psf (CBC Table 16-C) Wind Loads: Design wind speed = 80mph, wind exposure category °C° and building H = 25' Pressure, P = Ce Cq qs Iw where Ce = 1.19 (CBC Table 16-G) Horiz Cq = 1.3 in or out on roof&wall Vert Cq = 0.7 upward qs = 16.4 psf (CBC Table 16-F) Iw = 1.0 (CBC Table 16-F) Horiz P = 25.37 psf Use P = 25.4 psf Vert P = 13.66 psf Use P = 13.7 psf Contributary area along sides at top of wall = (56 x 13)/2 + 42.5 x 4.5 = 556sf Side force at top of wall, Fws = 25.4psf x 556sf = 14122 lbs Contributary area front/back at top of wall = (56)(13+4.5) + (7.5)(3.0) = 1003sf Total front/back force, Fwf = 25.4psf x 1003sf = 25450 lbs Top of front & back wall shear= Fws/2(56')= 126.1 plf, use => 130 plf Top of side walls shear= Fwf/2(42.5')= 299.4 plf, use => 300 plf Seismic Loads: Seismic Zone 3, assume soil type SD, static analysis per CBC 1630.2 Base V = 2.5Ca I W /R = (2.5)(0.36)(1.0)(100,000 lbs)/5.5 = 16,400 lbs Top of wall, Ft = 2.5Ca I W/R = (2.5)(0.36)(1.0)(32,500+(21,200+9000)/2)/5.5 Ft = 7780 lbs each way Wind loading controls lateral load design. Top of side wall shear = 300 plf and top of front and back wall shear =130 plf Page 3 Job: Houghton Residence* Framing Check • By: Martin Maechler, P.E. July 9, 2003 I WALL VERTICAL LOADS Front and Back Walls: Side Walls: Roof trusses at 24"OC seated on exterior walls. Reactions per truss on top of wall Roof and ceiling dead load reaction along wall, Dt = 590 lbs Ceiling + roof live load (26psf) react per truss, Lt = 1417 lbs Wind uplift per truss (13.7 psf + Overturning), Wt = -848 lbs Wind downward load per truss, Wt = . 101 lbs Roof end truss seated on exterior walls. Reactions from truss on top of wall Roof and ceiling dead load reaction at wall, Dt = 165 plf Ceiling + roof live load (26psf) reaction, Lt = 106 plf Wind uplift (13.7 psf + Overturning), Wt = -150 plf Wind downward load, Wt = 50 plf Header Check: 4 x 12 DF #2 or better, typical There are three 6'-0" wide openings (one per front, right and back walls.) Use span L = 6.25 ft. Fc = 1100 psi, Ft = 775 psi Fb = 1250 psi Fb' = Fb[1-1/3(Cs/Ck)^4] = 1250[1-1/3(11.5/27.7)^4] _ E = 1,600,000 psi, S = 73.83 in^3, I = 415.28 in^4 A B C D .Location Unif DL Unif LL Unif W Fact Load Mu Min S A (in) Front door 315 709 51 1512 7385 71.639 0.00065 Side door 185 106 50 392 1912 18.549 0.00017 Rear door 315 709 51 1512 7385 71.639 0.00065 1237 E 0.2083 0.2083 0.2083 A = Max[ 1.2DL + 1.61-L, 1.2DL + 0.51-1- + 1.3W] in lbs/ft B=A -(6.25)^2/8 C=Mu/F'b D = 5 A (L^4) / 384(0.84E)I Assume 6 x 6 column, Ac = 5.5'5.5 = 30.25 sq.in., E=L/360 Column Check: Max compression on column adjacent to header is between front door and window. P = (2.5'+1.0'+3.0') x (315plf + 709plf) = 6600 lbs, use P = 8800 lbs I/d = 9.0'(12)/5.5" =19.7 FCE = 0.3E / (1/d)^2 = 1236 psi, Fc' = CDCFFc = 1.25'1.0'1100 = 1375 psi, FcE/Fc' = 0.90 Cp = 0.65, F'c = CpCDCFFc = 0.65'1.25'1.0`1100 = 890 psi Min A = P/F'c = 8800 / 890psi = 9.89 sq. in. Use 6 x 6 column, Ac = (5.5)(5.5'- 0.75" bolt hole) = 26.1 sq.in. Page 4 Job: Houghton Residence• Framing Check By: Martin Maechler, P.E. July 9, 2003 SHEAR WALL Vertical loads distributed from truss uniformly to top plate and from top plate to shear walls directly below or by simple beam distribution over openings to shear boundary element. Lateral loads are distributed uniformly from top plate to shear walls along a given wall proportional to the width of shear wall. Uniform shear along top of shear walls is as follows: Min Plvwood Reg'ts (Table 23 -II -1-1) front wall =130 plf x 56' / 25.0' = 292 plf 3/8"ply w% 8d nails @ 4"/12" back wall = 130 plf x 56'/ 40.0'= 182 plf 3/8"ply w/ 8d nails @ 6"/12" left wall = 300 plf x 42.5'/ 20.25'= 630 plf 5/8"ply w/ 10d nails @ 3"/12" right wall = 300 plf x 42.5'/ 30.5'= 418 plf 5/8"ply w/ 10d nails @ 4712" A B C D E F G H Wall Contrib DL on DL on DL on Max wind Min Wind Top Location Width Width Wall Lt Edge Rt Edge Axial @cg Axial @cg Shear (ft) ft (lbs) (lbs) lbs (lbs) lbs lbs Front 1 4.00 10.00 1180 738 295 505 -4240 1165 Front 2 2.75 4.75 811 295 295 240 -2014 801 Front 3 3.75 7.75 1106 295 885 391 -3286 1092 Front 4 10.50 15.50 3098 885 590 783 -6572 3058 Front 5 4.00 6.00 1180 590 590 303 -2544 1165 Rear 1 4.50 6.00 1328 590 443 303 -2544 819 Rear 2 5.50. 10.00 1623 443 885 505 -4240 1001 Rear 3 6.50. 11.50 1918 885 590 581 -4876 1183 Rear 4 9.25 12.80 2729 590 443 646 -5427 1684 Rear 5 14.25 15.75 4204 443 590 795 -6678 2594 Left 1 11.00 20.00 1815 413 660 1000 -3000 6930 Left 2 4.75 8.25 784 330 248 413 -1237.5 2993 Left 3 4.50 6.00 743 248 165 300 -900 2835 Right 1 4.00 6.00 660 165 330 300 -900 1672 Right 2 11.00 15.00 1815 330 330 750 -2250 4598 Right 3 11.50 15.50 1898 330 330 775 -2325 4807 Right 4 4.00 6.00 660 330 165 300 -900 1672 Notes: Wind load shown in columns F and G are for wind perpendicular to the wall. , Top shear shown in column H is for wind parallel to wall. Page 5 Jots: Houghton Residences Framing Check By: Martin Maechler, P.E. July 9, 2003 Page 6 SHEAR WALL CONTINUED A J K L M N O P Wall Shear Wall Wind OT Max LL on Max Comp Max Tens Reduced Location Width Height Edge Load Wall @ Edge @ Edge Edge Tens ft ft lbs (lbs) lbs lbs for wind Front 1 4.00 7.00 2038 3188 4516 -1242 -931 Front 2 2.75 7.00 2038 1683 2739 -1408 -1056 Front 3 3.75 7.00 2038 3454 4892 -1275 -956 Front 4 10.50 7.00 2038 5845 8279 -114 -85 Front 5 4.00 7.00 2038 2834 4014 -976 -732 Rear 1 4.50 7.00 1274 2657 3911 -278 -209 Rear 2 5.50 7.00 1274 4074 5770 -146 -109 Rear 3 6.50 7.00 1274 4428 6272 120 90 Rear 4 9.25. 7.00 1274 4694 6648 352 264 Rear 5 14.25 7.00 1274 6111 8803 1016 762 Left 1 11.00 7.00 4410 901 5978 -3222 -2417 Left 2 4.75 7.00 4410 570 5132 -3835 -2876 Left 3 4.50 7.00 4410 398 5029 -3927 -2946 Right 1 4.00 7.00 2926 424 3586 -2481 -1860 Right 2 11.00 7.00 2926 795 4164 -1812 -1359 Right 3 11.50 7.00 2926 822 4205 -1775 -1331 Right 4 4.00 7.00 2926 424 3586 -2481 -1860 Notes: Shear wall boundary member axial load due to wind, K =J 'H / A, can be tension or compression Max LL axial load at shear wall boundary element, L = LLroof x Contrib Length Max compression = DL + LL or DL + WL Max tension = 0.9DL + WL Provide adequate hold downs anchorage on each side of the shear walls to accommodate the uplift (negative value) shown in the table above. Page 6 Job: Houghton Residence 0 Framing Check • By: Martin Maechler, P.E. 10/3/2003 FOUNDATION Without site data, use qa =1.0 ksf ( x 1.33 for Wind or EQ) Lateral bearing = 100 psf (x 1.33 for Wind or EQ) Min Footing size: Stem wall= 6" min Footing width = 12" min Footing depth = 6" min Min depth to bottom of footing below finished grade = 12" For seismic, provide 144 bar near top of stem wall and 1-#4 bar near bottom of footing Exterior wall foundation loads: Max DL = 700 plf Max LL = 280 plf Max W = 190 plf Max EQ = 90 plf sf q(DL + LL) = 980 psf 1000 OK q(DL + 0.51-1- + W) = 1030 psf 1333 OK q(DL + EQ) = 790 psf 1333 OK Interior Pier Foundation: Contributary area / pier = 14.25' x 5' 72 sf DL = 10psf x 72sf = 700 lbs LL = 40psf x 72sf = 2880 lbs .Total load on pier = 3580 lbs Pad brg pressure, qs = 3580/(1.5,)2 = 1592 psf <= too high, try 2'x 2' pad Revised pad brg pressure, qs = 3580/(2.0')2 = 895 psf <= OK Ventilation below floor: Min ventilation total area of openings = floor area x (1.0 sf opening/150 sf floor) Area = 41.5' x 55' x (1.Osf/150sf) = 15.2 sf Page 7 Job: Houghton Residence • Framing Check By: Martin Maechler, P.E. 10/3/2003 FLOOR BEAM 4 X 8 Floor beam check Uniform DL = 10 psf x 14.25' = 143 plf Uniform LL = 40 psf x 14.25'= 570 pif Combined Uniform Load = 713 pif Assuming simple beam, max moment, Ms = wt -2/8 = For4x8, S= Service stress = M/S = Max allow stress, DF #2 = LL Deflection = Ms = 50)L4/384EI = Max allow deflection = U360 = Page 8 2228 ft -Ib 30.66 in3 872 psi 1250 psi OK 0.048 in 0.167 in OK Job: Houghton Residence Framing Check By: Martin Maechler, P.E. 10/3/2003 DECK LEDGER Deck ledger check Uniform DL = 10 psf x 30' = 30 plf Uniform LL = 40 psf x 3.0' = 120 plf Combined Uniform Load = 150 plf Lag screw requirements: Length Ledger= 1.5 in Siding = 0.625 in grip =8D= 3 in Total = 5.125 in For L = 4", Grip =1.875" Reduce capacity by 1.875/3 = 0.625 D = 0.375 K = 2280 Lateral load parallel to grain, PL = KD' x 0.625= 200 lbs Lateral load perpendicular to grain = PL '0.76 = 95 lbs Max screw spacing = 244 lbs / 200pif = 0.635 feet Use 2 lag screws at 12 inches Page 9 Job: Houghton Residence Framing Check By: Martin Maechler, P.E. 11/20/2003 CORNER COLUMNS Max truss load on exterior wall corner per truss calculations by truss manufacturer. Max vertical compression load, Pc = 4428 lbs, from 'DG' Truss Max vertical uplift load, Pt = -114 lbs For 2 x 6 stud walls, 2 each 2 x 6 studs provided at corner. Per NDS Supplement Table 4A Compression capacity on top plate, F(perpendicular) = 625 psi, dry 420 psi, wet Allowable load = 420 psi x 1.5" x 5.5" x 2ea = 6930 lbs, therefore, no bearing plate Per NDS Supplement Table 2A Compression parallel to the grain, Fc = 2020 psi Column is continuously braced by siding in each direction except at front left corner of the house where window eliminate lateral bracing for 4 feet of height. Check 4' high column of the shape as shown below: Ignore capacity of siding and window framing (not shown). A = 16.5 in^2 I(weak) = 38.8 in^4 L = 48 in Ke = 0.65 in KeL = 31.2 in fc = P/A = 268 psi fc<Fc(Cd)(Cm)(Ct)(Cf)(Ci)(Cp) Cd = 1.6 wind Cm = 0.85 wet Ct = 1.0 Cf = 1.1 Ci = 1.0 Fc' = Fc(Cd)(Cm)(Ct)(Cf)(Ci) = 3022 psi Fce = KceKxE'/(le/d)^2 Ie =L= 48 in Kx=2.5 d = 1.5 in E'=1,600,OOOpsi Kce = 0.510 - 0.839 COVe = 0.3 for visually graded lumber Fce = 1172 psi Cp =[(1+(Fce/Fc'))/2c]-([(1+(Fce/Fc'))/2c]^2 + ((Fce/Fc')/c))^0.5 where c = 0.8 for sawn lumber CP = 0.35 CpFc' = 1058 psi > fc/0.75 = 358 psi, therefore okay Page 10 . Job: Houghton • , Residence Framing Check By: Martin Maechler, P.E. • 11/25/2003 l . ANCHORS Anchor Bolt Spacing: Mud sill (2 x 6) with 1/2" diameter anchor bolts: Load per foot at base of walls: Right side wall shear = 300 plf x 42.5'/ 39.5'= 323 plf Left side wall shear = 300plf x 42.5'/27.75' = 460 plf Front wall shear = 130 plf x 56'/38'= 192 plf Back wall shear = 130 plf x 56749' = 149 plf 1/2" Anchor bolt shear capacity, Z, per NDS Table 8.2E: Z = 600 lbs Z'=Z Cd CmCtCgCA where Cd = 1.6 Cm= 1 Ct = 1 Cg = 1 CA = 1 Z' = 960 lbs Max anchor bolt spacing = V / Z = 2.09 feet on side walls 5.00 feet on front and back walls Page 11 aimpson 3irong i ie i t_;iN w k_;oupier Nut Page 1 of PRWUCTS YV OWHOPS & TRANNG. LRERATURE irtmnammaf Nxut$itfK)sort Literature Order Form >> Home > All Products - Alphabetical List Downloads & Tech Resources > Catalogs & CD -ROM > Code Reports CNW Coupler Nut > Drafting 0etails(DXF & DWG) > Technical Bulletins All -thread rod is correctly > Fliers CNW's `witness" holes. C positive stop to allow eve > software - CNW's are tested and load -rated coupler nuts. They can be used for extending anchor bolts, for example, through floor framing. CNW's meet and exceed the capacity of corresponding ASTM A307, A36, SAD 018 and Grade 2 bolts and threaded rod. Contact factory for other coupler nut sizes. Finish: Zinc plated. Codes: See Code Reports by Product. Installation: e Each rod must be threaded halfway through CNW. e Each rod must meet at the center. Tighten the two rods against the central stop in the coupler nut. 1. Allowable loads based on 1996 AISI Sec E3.4 bolt allowable loads. 2. CNW coupler nuts are tested to a minimum of 2.1 factor of safety on the allowable A307 load. News CAREERS CUSTOMER SERVICE search 0 Printer -friendly version of this page f wtdsyss^ Hodes CNW allows fast visual check for correct all thread rod installation Blocking not shown for clarify Typical CNW Rim Joist Installation Home I About Simpson I Contact Simpson I Product Search & Info http://www.strongtie.com/products/connectors_list/CNW.html 10/3/2003 ;,f Allo�rable J Tensloo' . Code No:` .Rod;"N yDla Min Loads aef: CNW3h 0.50 1 Y2 5060 CNW% 0.625 17/8 7900 160 CNW', 0.75 2 11390 cNw7,� 0.875 NAG 15500 1. Allowable loads based on 1996 AISI Sec E3.4 bolt allowable loads. 2. CNW coupler nuts are tested to a minimum of 2.1 factor of safety on the allowable A307 load. News CAREERS CUSTOMER SERVICE search 0 Printer -friendly version of this page f wtdsyss^ Hodes CNW allows fast visual check for correct all thread rod installation Blocking not shown for clarify Typical CNW Rim Joist Installation Home I About Simpson I Contact Simpson I Product Search & Info http://www.strongtie.com/products/connectors_list/CNW.html 10/3/2003 I November 5, 2003 James Houghton 4400 Tao Way Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-540-039 Building Permit Number: 03-2094 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMNMNTS: None SSS W( M/ iwc- . etJVe vt)rt- CTURAL COMMENTS: w ILt- VrA-vGi Tl u s S EMGu*w rovide verification from the truss manufacturer that the trusses have been designed to vttev- support the additional weight of the fire sprinklers. �D rovide shear transfer details of the roof and floor diaphragm connections. Indicate how shear will be transferred from the roof diaphragm to the shear walls and from the shear walls /o the foundation and key details to the plans. Provide calculations for sill nailing and anchor bolt spacing and show requirements on the plans. Please show shear wall edge nailing, sill nailing, and anchor bolt spacing on detail A of the plans. Provide adequate holdowns along the left side shear walls to resist the overturning forces 6 shown on page 6 of the structural calculations. The uplift values exceed the capacity of the ►' So .TT16 tension ties specified on the plans. rovide adequate support for the 4428 lb. DG girder truss reactions on the plans!-, ease specify the series of TH floor joists that you intend to Install. uSt Pl s I have engineer address notes 5 and Oon truss SJ. Please show the A35 and HCP2 clips the plans as specified in the plan review response form. Please have engineer address notes 4 andflon truss EJ. Provide detail as specified in the plan review response form. it Is G)/ease have engineer address notes X`and ,'on trus G. P1 ase have engineer address not 'on truss GHAT. 1 lease have engineer address note 6 on truss A:' Please key detail 27 to the plans and clarify how the purlins will be installed on the trussed roof. OPlease have engineer address note 6 on truss HAT. 7 1 of 2 W/Provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design of the structure. Please provide a signed and stamped letter. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 I -Ju" KLVILW•KESPONS]b VURM In order to expodite the rcvi �_ - your ple04 please complae tho lbll Ormation ad ru= dQ fo this form not complete. as correction itemo. we will not be ablo to your m -r kmithi fw y t response to every item requested is our plan oorbcdou kfta ��. "ey otberst', is not oondder+ed a valid ltiere I rcspoose to euh item and the location abets the ia6orm do crp be found on tho pl>laa Cala. • ` P{ ATTACH THIS FORMTO A DOPY OR YOUR PLAN REVIEW LETTER AND RETURN WITH OWNERS NAME 1 _ .. G • - •- - ... _..... _ GATE: O ASSESSORS PARCEL NUMBER PERMIT NUMBER 141-540-om 03F 209 RESPONSE FOR PUN CHECK LETTER DATED: PLAN CHE'C (KJREM / RESPONSE BY: - - LOCATION ON PLM19(C COMMENTS: � (ems S� vl.¢.w 3S �at�s �S otic. vor J R —W CHECK REM P RESPONSE BY: LOCATIONON PLAN=ALCS: COMMENTS:. PMS Ifs.. y)% -m (x . s cv �S a,hS vi PLAlI.CMEC1(REM.ir RESPONSE Or... toCA N ON PLANSCALICS. CoMMEHrs; a"(,// S c .'of acid Floor. cohv►e�t,�.h �.s_ s? � I covi c{Szcl ►�. De,+�,� l S heefi• P LAN .ClECKtR'IlA • REaPONSE.BY LOCATION ON PLAN=ALCS: 1-i-� Ma 1h /4a" (9/r me.-ew a �cb.r n, odn 3"no.•,.rx✓ — r t✓ // /cad exceccJ iso ..�.. Ui.?/ are Si. rh v co r^ tea, , PLAN CHECK rt$M / RESPONSE W - .. LOCATION ON Pw18�CALC$ . 4r h . CoMMI�vlr,��s .adhal�lrzv ;� AddeW ' IX& 14nd- 10/16/2005 THU 11:15 FAA 5JU50411100 U141=IJ W -J lb1zvvi SUN V'/-�� reA IIva ut.,lru nrr\IALJ-�.ua•v-��� � --- '-- ' PLAN R.EVIEWRESPONO FORM y to order to expeditc ft fMcw 0 rwr plypMW #A lbumAft this fvc>n Is sat =W &, a W1 ooaec8oa [C=4 vm VIM not W OW to 6"t ywr i lowtw gw f cewoase to er* Item regseilcd to ow ptm eostacdos Mix. -By ed�ert', V >doc ooftddeiad . hlid , MspOW m. a& IM ped tha location ww" Oo taQowaS a am bo toque ooQse p4oskala. �foa AIYAM TM POM TO A PN ANEW YM AM 1� OWNERSNAME Tt" SSESSOR FARM 14VMOER PCRMFT UMOER PLAN GMCK FMM 0 R64MM36 by. L92AMN ON MURMUR. - 14 ALOn.4 F, Zq . )L OIL P Ge 3 "rP • S .r 1: s PLJW CHECK ITEM * RESPONSE B lOCATiON ON PUWSICALC (,ocwS Nle rein /�%•��r- . � Cele sof � PIAN CHECK fTEM 9 RESPONSE BY: LOCATION ON PLAN�`ALCS: � Cale Sh 7 7. C.OMMEM'S: U e q x -A. fer o S - c� �! ofr 1!? -s5 ceF�.-}-eor ;h oad towl be 3586/6S• - dr :erS af 51D.C.- . - ...... :K ITEM 9 RESPONSE 9Y: 9 �1� r �h LOCATION ON PLANSICALCS,, Plan SAf ZI ler- Z7&/6�"� i- 9 10/16/2003 THU 11:15 FAX 5307798 UNITED RENTALS-CHICO-558 10017/018 f to/ZUUJ mVL4 U'1=31 rAA O'Jv !8o U1\11L'U lli.11lnLJ-a ua..v-uau Y.LAN REVIEW RESPO FOM4 14 order to expeditc the rericw of yew pyogem oomplota Im oIbtrleg )a and u this roan 4 " oomptet a w &U ooe[dcdw � av *M tsar be Wo to A"t your � ix � � t re:poase in' eye* kem �4�tod 1a twr Olta eoct+eego>s box. '�y ems', aoc 0000itletrd t 1rw11d f ° i; �sv t nspoAae to U& lum tted the IOCOdOu WIM die bb mWn cm bo [owd m the pinas/catq. �0�.' p� MUCH THU POM TO A COP -"F yotxt RM Rrmw AND ASSESSORS ARCE ?4vmgeR POWfialsp� x OMM rtEM / REBOONSE BY: .. LOGAMN ON s�, 8: Arm ©c �•/ 2% 772-uS I Aoo r _ _ _ _ -__ __. __ _ .11.✓-. 41. V-�ao 10 017/018 la/LUUJ d1V1Y V'1_31 rna DJUCU91IV* vutlitaU ncr\AIL"-1.41\•V-uVY rj AN REVIEW RESPONS&FORM " 14 order b expedite ftmicw o" this fvrm b not ��' �� i0�0 n �'�4 oomple4� as W ail an d Rv *M not be 619 to aooept Yaw mvAWlW resp = to Cary item Mquestod la ow plan aoc l eg m kftamen ,, 4 of 000dduad a rev� t0�'• � i wtw m Oaf kam and tie toatioo t+ km the la6moot;n bo romd as the omdwq. AeRa FOAM TO A Co F UN PPrIMW AND � • damAMe/a u ASSESSOR3 PARCIKNVMSER PERMIT V da _ �r•v� VrwzcR REM I E BY: �y ' 11, X LAIN KL v lL W RESPONSE YUKM [n order to expedite the rcvi your pun4 pwm Compme the �� . -formation erpttu this Ltus fora is not'oolnpleea as convWou i� vm WW not be obab oept your m-m*wQ fu vi w. � response to every item requested in out plea oort*Ww low. ' By otbUr is.ant oonddoW a valla �j°�"• Wiese I . mpoase to ea k item sod the baton wbm the iofomdon art be fount m & pwwcolcL • ` ATTACH TNZ'S FORM TO A COPY OR YOlJR PIAN R&M IlTTM ANO RlT11RN WIi f RlHI�EO OWNERS NAME r _ . .. _ _ .. _ ._ _ .... __ .... _ _ DATE: ... ..ft Of ASSESSORS PARCEL NUMBER PERMIT NUMBER d q - 5L40 -039 03 -2_0q�l RESPONSE FOR PLAN CHECK LETTER OATEO: ZOO 3 PLAN CHECK RELM M RESPONSE BY: •- - • • LOCATION ON PtIWSIC COMMENTS:, PLAN CHECK ITEM B RESPONSE BY. LOCATION ON PLANS/CALCS. COMMENTS: c / S n0 t eL- vH tNt e o� wes 9-¢ o o� S r n� PLAN CHECK REM B RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM / RESPONSE BY. LOCATION ON PLAN=ALCS: ' COMMENTS. PLAN CHECK Rt_M • RESPONSE BY: LOCATION ON PLANSICALCS: cowamrs: O£-/15/2003 MON 07:57 FAX 5308947798 UNITED RENTALS-CHICO-558 002/006 September 11, 2003 James Houghton 4400 Tao Way Oroville, CA 95965 Department of Development Services r Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 535-2140 FAX Assessor Parcel Number: 041-540-039 Building Permit Number: 03-2094 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. PNON-STRUCTURAL COMMENTS: Fire sprinklers are required in this house. Please provide fire sprinkler plans and calculations by a C16 licensed contractor and apply for the fire sprinkler permit. The house permit can not be issued until the fire sprinkler permit is issued. lease show the location of the ITVAC equipment on the plans. According to the energy calculations, you have a split syste ndale ducts must be in the crawlspace. RUCTURAL COMMENTS: Provide verification from the Lruss manufacturer that the trusses have been designed to ,,,support the additional weight of the fire sprinklers. Plea_se provide the requirements specified in the engineer's structural calculations on the ®plans and provide two sets of plans signed and stamped by the engineer. Provide shear wall schedule on the plans and supply shear transfer details of the roof and floor diaphragm connections. 0 age 5 of the structural calcu ations indicates that shear values along the left and right walls L, - v, exceed 350 plf. Please comply with the framing requirements in footnote 3 of CBC Table 23 -H -I-1 for allowable shears that exceed 350 plf. Note also that the allowable shear values for plywood shear walls listed in CBC Table 23-11-1-1 require common or galvanized box ✓ ��nails. Please note the plans accordingly. Please specify holdowns required to resist the overturning forces shown on page 6 of the 1structural calculations. -r(WI S S r1k§UPi%S 2 1001Atr- rqU rovide adequate support for the D� der trusses on the plans. 44 7-t Please include the AG truss point loads in the window header size calculations for bedroom 4 V and the laundry room. 1 of 2 09/15/2003 MON 07:57 FAX 5308947798 UNI'T'ED RENTALS-CHICO-558 0003/006 The 4x8 floor girders spanning 6 feet and the supporting pier footings are overstressed. PI ase revise. Provide 24" pier footings as specified on page 7 of the structural calculations. ote that the total load on the pier footings should be 4200 lb. (not 1200 lb.) ✓ /,,E . The 3/8" lag screws connecting; the 2x10 deck ledger to the 1 1/8" EZ Rim joist shown in detail 16/4 appear to be overstressed. Please provide supporting calculations. 10 Please specify the series of TH floor joists that you intend to install. �/ p LAW) T. 2 0 lease have engineer address notes 5 and 6 on truss SJ. - $ �W pti3S > J+< 19 SE 2. lease have engineer address notes 4 and 6 on truss EJ. SY�� 1v t N lease have engineer address notes 10 and 13 on truss DG. Vp" V I ✓ W ✓� k_ A -S ( per v, lease have engineer address note 7 on truss GHAT. � ® IN "12,bAlSW p% vWl lease have engineer address note 6 on truss A� 1� WIOCAr ,t -Z 7 1,-,je� f lease have engineer address note 6 on truss HAT. PL43M C l /betH4VV ptLJ J g . Provide documentation from the engineer stating that he has reviewed the truss pack� age and 'Nulla iW that it conforms to his design of the structure. j% G-A�W r_ a,&,j tV9,r VLWTC�a , . l/KI1EIAL* 9 6mog � SrA'A'Welo 0,4 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours r"14) of 1:00 p.m. and 4:00 p jm., Monday through Friday: To discuss non-structural items, ask for K66F —Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner n Philo Hunt, P.L. Plan Check Engineer 2 of 2 i1A t Owner. V l Building Permit Number: c Plans Examiner: L-;/idA 5i. jo.,G�r? A. P. Number: 0 Vl JOU 3 �> JE N'E R,L: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application Excisting -iolations on the property. Recorded notice of violation. Building permit valuation. PLOT PL .N: Complete parcel size and dimensions. Setbacks, side vard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise 0 SR_a ❑ Fire Sprinklers Water Tende*ment Trak and Drainage fens ❑ Federal aid Route and/or Federal Aid Seco Ro to setback Building or utilities across tot lines (Lot merger approval by Butte County Land Development) FLOOR PLA -N: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 1011'0 of nanual light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable arra of 5.7 square feet The minimum net clear openable height dimension shall be 23". The minimum net clear operable width dimension shall be 20". _ When nindo« s are pro-,ided as a means of escape or rescue, they shall have a finished swill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 Amt measured to the lowestyroiection from the ailing (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 &et is am• dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bat, and exterior receptacles (NEC 210). Wster heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening inti abath r bedroom (Uniform Plumbing Code section 509.0). (: :[:'�a uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abe&MM or in room compartment or alcove opening directly into any of these (Uniform Mechanical Cotte me8oa304.3). Garage Ore%vall separation " required on garage side including supporting walls and posts (Uniforta g Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.3). Wood stove locltion " Alcove - URIC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 RESIDENTIAL PLAN 0 0 REVIEW GUIDE SINGLE FAMILY, DUPLEXAMD o n_ _d MISCELL4NEOUS01YLY t Owner. V l Building Permit Number: c Plans Examiner: L-;/idA 5i. jo.,G�r? A. P. Number: 0 Vl JOU 3 �> JE N'E R,L: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application Excisting -iolations on the property. Recorded notice of violation. Building permit valuation. PLOT PL .N: Complete parcel size and dimensions. Setbacks, side vard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise 0 SR_a ❑ Fire Sprinklers Water Tende*ment Trak and Drainage fens ❑ Federal aid Route and/or Federal Aid Seco Ro to setback Building or utilities across tot lines (Lot merger approval by Butte County Land Development) FLOOR PLA -N: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 1011'0 of nanual light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable arra of 5.7 square feet The minimum net clear openable height dimension shall be 23". The minimum net clear operable width dimension shall be 20". _ When nindo« s are pro-,ided as a means of escape or rescue, they shall have a finished swill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 Amt measured to the lowestyroiection from the ailing (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 &et is am• dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bat, and exterior receptacles (NEC 210). Wster heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening inti abath r bedroom (Uniform Plumbing Code section 509.0). (: :[:'�a uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abe&MM or in room compartment or alcove opening directly into any of these (Uniform Mechanical Cotte me8oa304.3). Garage Ore%vall separation " required on garage side including supporting walls and posts (Uniforta g Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.3). Wood stove locltion " Alcove - URIC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 „r;. Vater closet clearances (Uniform Plumbing Code 408.5). ,_l-Shoasr compartment minimum 1024 sq. in & 30'• circle (Uniform Plumbing Code 412.7). ,_tT-aU teartng walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support loads (Uniform Building Code section 1806.3). TRUCTURAL DETAILS: Braced mall panels shall start at not more than 8 feet from each end of a braced wall line. Braced ' all panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designers "wet” stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,-3-Clerestory requiring balloon framing and/or engineering. (Uniform Building Code Table 18-I-C�. �4! Foundation plans complete enough to construct building (U 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. Fireplace construction details and calculations if necessary. Garage door header size(s). . Porch header size(s). Typical header size(s). tud heights. . High expansive soil - special foundation design required. Retaining malls requiring design. *IMM wallboard nailing inspection required.he area below the lowest floor is full• enclosed. than a minimum of two openings are required with a total nt area of at least one square inch for every square foot of area enclosed with the bottom of the openings no ore than one foot above grade. Alternatively. certification may be provided by a registered professional egineer or architect that the design mill allow equalization of hydrostatic flood forces on er,-terior malls. Bilding must be designed and anchored to prevent floatation, collapse or lateral movement Conswetion dsign requirements must be shown on the building plans.ectric, beating, ventilation, plumbing and air conditioning equipment and other ser.'ice facilities shall be signed and/or located so as to prevent mater from entering or accumulatingm•ith the components during cnditions of flooding. MMELLANEOUS ITEMS: aimay details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). I uardrails (Uniform Building Code section 509). riekc or stone veneer (Uniform Building Code section 1403). xurior plaster- weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam irisuilation -protection.6" balls and stairways (Uniform Building Code section100.4.3.3.2). %v exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. LDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pzce _- of Fire & .: Security Siinp/exGrinne// SimpiexGrmne// LP 4650 Be%; t Drive Sacramento,, CA 95838 Voice: 916-283-0300 Fax: 916-920-2777 www.simplexgrinnell.com FIRE PROTECTION SYSTEMS EQUIPMENT SUBMITTAL BROCHURE FOR: Scott Houghton -Home 4400 TAO WAY CHICO, CA CONTRACT NO.: 858175001 Fire, Security, Communications, Workforce Solutions, Sales & Service y Offices & Representatives in Principle Cities throughout the World - Flow Tyco Fire _ tycc� Control Products BlazeMaster FIRE SPRINKLER P/PE & Fi;rNGS SUBM/TTAC SHEET TYCO FIRE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 • www. tyco-fire. corn TECHNICAL SERVICES TES (800) 381-9312 • Fax (800) 791-5500 E-mAjc: techserv-Btycofp.com • • • 3 Fittings TIO T!O 450 Elbow Part No. I Size Sch. T/O Wt. 'h' Introduction provide superior heat resistance a�md Tyco Fire Products Bl CPVC pipe and st she trength h as compared to traditional CPVC and PVC piping 9t ely for use fittings are designed exclusively for use in wet pipe exclusively • used in the plumbing automatic fire sprinkler systems. They are made from a materials pipe to metallic piping.Allfemale to connect CPVC'p specially developed thermoplastic compound composed of chloride (CPres d to of available endinserts for lmvalves to post chlorinated polyvinyl Grooved adaead ptersrs connect dihave rectly grooved the art additives. TFP BlazeMaster� CPV) products metallic pipe, with flexible grooved end couplings. easier to install than traditional steel pipe systems, and at and Technical Data 0.31 lb.80 80029 Manufacture Source: U.S.A. Sizes: '/," - 3' _ Maximum Working Pressure: 175 psi Material: Pipe: ASTM F442, SDR 13.5 Approvals: UL, FM, CUL, NSF, Dade County, LPCB, pittings: ASTM F438 (Sch. 40) and MEA, and the City of Los Angeles ASTM F439 (Sch. 80) Note: See curentTFP BlazeMaster Installation Irmstruci ors and Color. Orange Technical Manual, for exact rLstinglapproval information . 3" r. Pi e Mom.Plpe Size Avg. O.D. Inches Avg. I.D. Inches Wt. lbs./Ft. VVI. ih0 Filled LM hL Ft. of Pipe per �Wt.Per3/; 1.050 0.874 0.17 0.67 5040 1 • 1.315 1.101 0.26 1.07 2835 1191 1 y; 1.660 1.394 0.42 0.55 1.40 2205 1136 1'/i 1.900 1.598 0.86 2.20 1260 1063 2• 2.375 2.003 1.26 1215 1531 2 +/; 2.875 2.423 4. 9 720 1344 3 500 2.952 1.87 • • 3 Fittings TIO T!O 450 Elbow Part No. I Size Sch. T/O Wt. Tee Part No. Size Sch. T/O Wt. 80000 '/: 40 % 0.11 lb. 'h' 0 '/: 0.08 lb.40 80026 1' 0 '/: 0.11 lb.40 80027 "1440 0 '/: 0.20 lb.80 80028 %800063' 80 '/+: 0.31 lb.80 80029 2' 80 '/: 0.56 lb.80 80030 2'/i 80 '/: 0.89 lb. 80056 3" 1 80 1'1.19 Ib. Tee Part No. Size Sch. T/O Wt. 80000 '/: 40 % 0.11 lb. T/o' Reducing - 900 Elbow i Part T/O Wt. No. Size Sch. 1 2 Ib. 80032 1' X'/�' 40 "/+e' "/+e' 0.16 Reducing Cross no' T,d Part T/O Wt. Size Sch. 1 2 Ib. No. 80015 l' X'/: 40 "/+s' "/+°' 0.28 90° Elbow Part No. I Size Sch. T/O Wt. 80025 'h' 0 '/: 0.19 lb. 80026 1' 0 '/: 0.26 lb. 80027 1'/: 0 1' 0.51 Ib. 80028 %800063' 80 1%, 0.90 lb. 80029 2' 80 1'/+: 1.59 lb. 80030 2'/i 80 1 "/.: 2.41 Ib. T/o' Reducing - 900 Elbow i Part T/O Wt. No. Size Sch. 1 2 Ib. 80032 1' X'/�' 40 "/+e' "/+e' 0.16 Reducing Cross no' T,d Part T/O Wt. Size Sch. 1 2 Ib. No. 80015 l' X'/: 40 "/+s' "/+°' 0.28 90° Elbow Part No. I Size Sch. T/O Wt. 80025 'h' 40 °/,a 0.09 lb. 80026 1' 40 3/4* 0.141b. 80027 1'/: 40 '/e' 0.21 lb. 80028 11/i 80 1'/+°' 0.40 lb. 80029 2' 8d 1'/: 0.791b. 80030 2'/i 80 1'/i 1.14 lb. 80031 3' 60 1 "/+e' 1.82 Ib. Cross Part No. Size 80009 3/.' 80010 1' 80011 1'/: 60012 1'/=' 80013 2' 80014 2'h' 80008 3- 40 40 T/O ; WL y+: 0.13 Ib. 0231b. 0.341b. 0.67 Ib. 1.00 Ib. 1.91 Ib. 1'I/+: 2.89 Ib. Ral? gym- • Coupling TIO Cap Part NoW- Size Sch. T/O Wt. 800750.071b. '/: '40 '/+s 0.041b. 800760.111b. 1' .40 °/e' 0.061b. 80077 1'/•' 40 '/:' 0.121b. 80078 1'/i 2' 80 80 3/.. 0.251b. $0079 2' 80 '/+s 0.381b. 80080 21/: 80 '/+e' 0.671b. 80081 3 80 '/,s 0.911b. TIO Reducer - - Bushing Sch T/O Wt Part No Size Sch. T/O Wt. 80100 '/: '40 '/+s 0.041b. 80101 1' .40 °/e' 0.061b. 80102 1'/•' 40 '/:' 0.10 Ib. 80103 .80104 1'/i 2' 80 80 '/e' °%' 0.201b. 0.311b. 80105 21/:' 80 '/e' 0.581b. 80106 3" 1 80 1' 0.881b. r. TIO Grooved -� Coupling - ppea.o. Adaoter --� Part No. Size Sch. T/O Wt. Pipe OD 80160 1'/: X 1'/: Grooved 40 2 is 0.78 Ib. 11/: (1.660') 80161 1'h" x 1'h" Grooved 80 2'/+6' 0.95 Ib. 1'h' (1.900') 80162 80163 2' x 2' Grooved 21/:' X Th" Grooved 80 80 2'/+e 2 °/,e' 1.42 Ib. 2.28 Ib. 2'(2.375') 2'/i (2.875') 80164 3' x 3' Grooved 80 21/: 3.00 Ib. 3' (3-500-) 80168 3' x 76.1 mm Grooved 80 21/: 1 2.72 Ib. 76.1 mm - Female _ Adapter TIO Part No. Size ' Sch. T/O 'Wt. 80142 '/: x''/: NPT 40 '/: 0.41 Ib. 80145 1' x 1' NPT 40 '/: 0.631b. 80146 1'/: x 1'/.' NPT 40 '/e" 1.03 Ib. 80147 /: Vh' x 1'' NPT ' 1' 1.42 Ib. AM48 2' x 2' NPT 80 1 1'/e' T2.66 Ib. TO Male _ Adapter Part No. _Size Sch. T/O 11Vt• 80157 '/: X'/: NPT 40 80158 1' x 1' NPT 40 1'/e' 0.56 Ib. T/O Reducing 77 - Coupling Part No. I Size Sch. T/O Wt• 80220 1' x'/: 40 '/s 0.08 Ib. i Reducing _ TIC Tee rn' T., Part Part No. Size T/O Wt 80200 1' X'/: 40 '/+e' 0.04 Ib. 3 80201 1'/.' X'/: 40 '/,e' 0.11 Ib. 80202 1,/."x 1' 40 °/,e' 0.12 Ib. '/: 80203 1'/:' x'/: 80 0.16 Ib. 40 80204 1'/:" x 1' 80 '/i 0.14 Ib. 1' x'/: x 1' 80205 1'/:" X 1'/: 80 '/a' 0.17 Ib. 80260 80206 2' x'/: 80 '/.' 0.27 Ib. 0.16 80207 2" x.1" 80 "/,: 0.26 Ib. 's/,e' 80208 2" x 1'/.' 80 '/,a' 0.24 Ib. /' 80209 2' x 1'/=' 80 '/,a' 0.19 Ib. "/,s 80215 2'/i x 1' 80 116/'.' 0.42 Ib. 40 80214 2'/:' x 1'/: 80 13/: 0.45 Ib. 1'/: X 1'/: x 1' 80213 2'/:' x 11/2' 80 1'/3' 0.46 Ib. 80138 80211 2%' x 2' 80 1'/,a' 0.29 Ib. 0.43 80210 3' x 2" 80 2'/,s 0.72 Ib. '/a' 80212 L 3'h2 80 1;;/,'.'j0.47 Ib. i Reducing _ TIC Tee rn' T., Part T/O Wt Size Sch. 1 2 3 Ib. No. 80132 '/: X'/.' X 1' 40 '/: '/: '/a' 0.14 80133 1-x x'/: 40 '/:' "/,a '/•' 0.14 80134 1' x'/: x 1' 40 '/a' '/: '/: 0.17 80260 1' X 1' x'/: 40 3/: '/4 "/,e' 0.16 80135 1'/: X 1' X'/•' 40 '/,e' '/. 's/,e' 0.21 801361'/-"x 1' X 1' 40 hs* /' /'s 0'22 80137 1'/: x 1" X 1'/: 40 "/,s 16/,: "/,a'. 0.26 80261 1'/: x 1'/: x'!•' 40 '/e' '/e' '/e' 0.23 80262 1'/: X 1'/: x 1' 40 '/•' '/: '/e' 0.26 80138 1'/.' x 1'/.' x 1'/:' 80 1' 1' 1' 0.43 80140 1'h' X 1'/: X'/: 80 72" '/a' 1' 0.36 80141 1'h' X 1'/-'x 1' 80 '!a" '/e' 11h' 0.38 80263 1'/:' X 1'/s X'/: 80 '/,e' '/,s 1' 0.36 80264 1'/:' X 11/:' X 1' 80 'ha" '/,e' 1' 0.38 80275 1'/.' X 1'h' X 1'/: 80 '/e' '/e' 1' 0.45 80265 2' X 2' X'/: 80 3/: '/. 1'/e' 0.61 80266 2' X 2" x 1' 80 '/e' '/e' 1'/e' 0.66 80274 2' X 2' x 1'/: 80 1' 1' 1'/a' 0.74 80267 2' X 2' X 1'/i 80 1'/s 1'/: 1%, 0.78 80271 2'/i X 21/i x 1' 80 1"/,s 1"/,a" 1%a 1.43 80272 2'h' X 21h' X 1'/: 80 122s 1,,/,: 1'/+s 1.46 80273 2'/i x 2'/s x 1'/i 80 1,,/,s 1 "/,e' 1'/,a' 1.48 80276 2V x 2'/i x 2' 80 1 "/,e' 1 "/,e' 1'/,s' 1.50 80270tT x 3' x 1'/s 80 1'/: .' 228 80268 x 3ExTh' 80 1'/: 1'/•' 1'/: 225 80269x 3' 80 1'/.' 1'!•' 2.44 Anx Rap �J I 1 �J Tro Sprinkler Head Adapter _ with Brass Threaded Insert Part No. Size Sch. T/O Wt. 80175E '/: X'/:' NPT 8o '/,e 0.20 Ib. 80176E 1' x'h' NPT 80 '/ a: 0.22 Ib. 80177WL '/: x'/2' NPT 40 °/.s' I 0.161b. 80179 1 x'/: NPT 40 '/ 0.43 Ib. 1' x 1' X 1' NPT 40 "/..' "/•a' Tia Sprinkler Head Adapter (Spigot) with Brass Threaded Insert ' c Part No. Size Sch. T/O Wt. 80177L 3/: x'/2' NPT 40 '/_' 0.16 Ib. 8017.8 1 x'/=' NPT 40 '/� 0.20 Ib. Tro' Sprinkler Head AdapterrE 900 Elbow with Brass Threaded Insert Tro' i Part T/O I SCh. 1 T/O Size Sch. 1 2 ]1b. 80175W 80199 '/: X'/i NPT- 40 '/°' "/.e '/.e' 80189 1'x Va NPT 40 "/.-" 1'/,°' 1' x'/i NPT Sprinkler Head AdapterTid Tee with Brass Threaded Insert AT10i T!d t r.- Tio I Sprinkler Head Adapter with Brass Threaded Insert Part No. Size I SCh. 1 T/O Wt. 80175W '/: x'/: NPT 40 '/.e' 0.191b. 80176W 1' x'/i NPT 40 '/.: 0.18 Ib. Back -to -Back Cross with Brass Threaded Insert Part T/O d1b. No. Size Sch. 1 80462 1'X1'X'/iNPTx'/:'NPT40 '/°' 1'/e' 80463 1"xl'x'h'NPTx'h'NPT 40 '/: 1'/ s Back -to -Back Tee with Brass Threaded Insert Part Size Sch. T/O Wt. No. 1 1 2 Ib. 80459 1' X'/i NPT X'/= NPT 40 "/.°' 1'/ia 0.48 80460 1' X '/i NPT X '/i NPT 40 "/.e' 1'/e' 0.46 Part No. Size Sch. 1 T/O 2 3 Wt. Ib. 80250 '/: X'/: x'/i NPT 40 '/e' '/°' 1' 0.22 80251 1"x 1"x W NPT 40 "/.e' "/.e' "/.e' 0.29 80249 1' x 1' X 1' NPT 40 "/..' "/•a' 1'/.e' 0.73 80256 1'/: X 1' X.'/i NPT 40 '/+s' °/.s' 1'/°' 1 0.30 80252 1'/: X 1'/: X'h' NPT 40 '/.e' '/.e' 1'/°' 0.31 80257 1'/i x 17/: x'/i NPT 80 °/.°' '/°' 1'/.e' 0.43 80254 11/i x 1'/i X'/i NPT 80 7.e' °/.e' 1'he' 0.46- 80258 2' x 1'/i x'/:' NPT 1 80 'h' /s' 1'/°" 0.56. 80253 2' x 2' X'/:' NPT 80 1 'h' 'h' I 1'/e' 0.62 Limited Woatmty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when ppaai�d for and pproperly Installed and maintained under normal use and service. This warranty will expire tea (10) years from date of shipment by Tyco Fire Products. No warranty Is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, Improper installation. corrosion, or which have not been Installed, maintained modified or repaired In accordance with i applicable Standards of the National Fire Protection Association WFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for It. any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or Inaccurate or incomplete information supplied by Buyer or Buyer's s representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT. TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES. REGARDLESS OF AND IN IZO EVENT SHALL TYCOFIREE PRODUCT'S WHETHER ALIABIILITY EXCEED AN AMOUNT AB EQU TO OUT THEO SUCH DAMAGES, TYCO PRODUCTS WAS THE ALES PRICE ... r.r Z VJanD :1d,,C i:5121111 1.'55 THE FOREGOING WARRANTY IS III' I 1T nrg ii NTIEs OF MEgcHANTABQ,ITY A_ip FITNEss FOR A PARTIQ9= PURPOSE t(ICO/F/ow Conlro/IProducts tqcalFlow Tyco Fire. Con tro/ Products BlazeMaster INSTALLATION INSTRUCTIONS & TECHNICAL MANUAL Tyco F/RE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 www.tyco-rire.com • TEC/INICAL SERVICES TEL: (800) 381-9312 • Fax (800) 791-5500 - -- E-mAx techserv@tycofp.com No. 19-1.0 TV910 41.1.10 Rev.8 8/2001 0 i No. 19-1.0 TV910 41.1.10 Rev.8 8/2001 • 1� u ® ;:gust 2001 UL b GUL F:s +Ex5988 Tyco Fire Products B1azeMaster Specifications Pipe TFP BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc (UL & C-UU, Factory Mutual Research, ME& k Dade County, City of Lcs Angeles. LPCB, and the National Sanitation Foundation 049-pw S -E-) for use in potable water systems. Fittings TFP BlazeMaster'CPVC sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from):" to IK") and ASTM F439 (Schedule 80 dimensions for 1%" to 31. Female threaded adapters for sprinkler head connections contain brass inserts. Fittings carry the mark- ings of Underwriters Laboratories Inc. (a & C -UL), Factory Mutual Research, ME&A, Dade County. Cirl of Los Angeles, LPCB, and National Sanitation Foundation (NSF-pw SE) for use in potable water systems. Solvent/Cement BlazeMastereCPVC socket connections carr be joined using one of two solvent/cementing processes.- Connections shall be joined with TFP BlazeMaster' One -Step TFP4CO or TFP-5C0 Solvent Cements or Two Step TFP-lC0 Primer and TFP-208 Solvent Cement TFP-ICO, TFP-200, TFP-90 and TFP-SCO Solvgnt/Cements meet ASTM F493 and NSF requirements Please review solvent cementing instructions within this manual prior to Installation. Other* primer or cements shall not be used with TFP BlazeMaster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings/Approvals- Caution: Avoid applying too much cement Do not allow the cement to drip beyond the bottom of fitting socket. Excessive cement on the pipe and/or fitting can result In decreasing the overall streng6 of the pipe and/or fitting and may cause cracks when pressure is applied. Dimensions for TFP B1azeMaster CPVC Pipe Table A • TFP BlazeMaster Pipe Dimensions in Inches (Millimeters) (SDR 13.5 ASTM F 442) Nominal She (see note) Average OD Average ID Pounds per Feet 1.050 126.7) .874 (22.2) .168 1' 1 315(33 4) 1.101 (28.0) 262 t F 1.660 (42.2) 1.394 (35.6) .418 tY! 1.900 (48.3) 1.598 (40.6) .548 2 2.375 160.3) 2.003 (50.9) •859 _ 2:r*' _ 2.875 (73.0) 2.423 (61.7) 1.257 3' 3.500 (88.9) 2.952 (75.1) 1.867 r 2.387 2.369 1.500 1.933 0.218 ASTM CPVC Fitting Socket Dimensions Note: TFP BlozeMaster pipe is produced in SDR 13.5 dimensions in accor- dance with AMM412 SDR (Standard Dimension Ratio) is the ratio of the outside pipe diameter to the wall thickness of the pipe. Table B • ASTM Dimensions for CPUC fittings In Inches: Nominal Size A Socket Entrance Diameter Average Diameter B Socket Bottom Diameter Average Diameter C Se lengthngth Minimum. D Inside Diameter Minimum Minimum Wall Thickness E F K 1.058 1.045 0.719 0.820 • 0.113 0.141 1' 1.325 1.310 0.875 1.044 0.133 0.166 1 ii' 1.670 1.655 0.938 1.375 0.140 0.175 1 T.2 1.912 1.894 1.375 1.446 0.200 0.250 r 2.387 2.369 1.500 1.933 0.218 0.275 211' 2.889 7-868 1.750 2.316 0.276 0.345 3' 3.516 3.492 1.875 2.892 0.300 0.375 Note: TFP BlozeMaster pipe is produced in SDR 13.5 dimensions in accor- dance with AMM412 SDR (Standard Dimension Ratio) is the ratio of the outside pipe diameter to the wall thickness of the pipe. August2001 UL & CAUL File NEx5988 • Product Ratings and Capabilities Pressure Rating & Pressure Listing TFP B1ozeMastei pipe and fittings are UL and C -UL Listed and Factory hfutual Research and LPCB Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (65°C). Friction Loss - TFP BlazeMaster•CPVC pipe has a Hazen -Williams C -Value of 150. Pipe friction loss calculations shall be made according to NFPA Standards. The following table shows the allowance of friction loss for fittings, expressed in equivalent feet of pipe The above Stated tnct:on lass values arc 1uc other Listed'BlazeMaster® CPVC 90° elbows with TFP B.'ceMrster® products. Please consult the fitting manufacturer's installation and design manuals Thermal Expansion BlazeMaster plastics, like all piping materials, expand anal contract wide changes in temperature. The coefficient of linear expansions Is: 0.0000340 inch/ir.ch rF. A 25T change in temperature will cause an expansion of A inch for a 50 -foot straight length For most operating and installation conditions, expansion and contraction can be accommodat- ed at changes in direction of the pipe run. For additional information on Thermal Expansion please see Table C. • Where AL =12eL (AT) e = 3.4 x 10' irdin!°F (Coefficient of linear Expansion) L = Length -of Run in Feet AT = Temperature Change in °F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of X"of BlazeMaster CPVC pipe th Al it Table C • Thermal Expansion �,ArF mp Length of Flue (R) , nge 5 10 15 20 25 30 35 40 45 50 To 90 120 160 Thermal Fspaeslae, eL (le.) �n m 08 .12 .16 10 14 19 37 37 .41 . 57 ' .73 38 131 Increase In leng (or expan the expected ambient temperature ranges from 35T to 85'F7 Charges in length due to fittings are insignificant relative to the pipe. AL =12eL (AT) AL =12 (.000034) x 40 x 50 AL = .82 in or'fA' TLP BlazeMoster CPVC exhibits a relatively high coefficient of thenal expcson (see Table C). When dig BlazeMastei sprinl4et sys tems, expansion of long runs must be considered 9 temperature variations will be encountered lie: summer to winter extremesl Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the ripe runt (See Figure G ler examples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum wori3ng temperature are lower than those used to derive the tables, the numbers will be conservative in nature. For example, for a temperature change from 60T to 12SF use Table F because the mmdmum temperature is greater than those shown in Tables D and E. Table D • Loop Leagth (30'F to la0°P) AT = 707 For conditions which are not covered in the gemleegthof Rw (R) Loop Length Tables, use the formulas and Pipe A g' 10 20 30 40 50 60 70 80 90 100 120 too 160 examples found in Table K Sire 0.0. Lgth of Leep ' Hate: Table based on Stress and Modulus of 6 1'050 11 15 16 21 24 26 26 30 32 33 37 39 42 Elasticity at IGTF. 1 1.315 I2� 17 20 24 26 29 31 33 35 37 It 4a 17 ty t i 1P237 660 13 19 23 26 30 32 35 37 40 42 46 50 53 Refer to Table H on page 5. 1�is 20 25 28 >Z 35 38 40 43 45 4953 57 AT = 70'F 2 16 22 27 32 35 39 42 48SS59 63 TO S = 1560 psi 254. 18 25 30 35 3E = 3.85 x 10'psi 3' 19 27 33 38 43 41 51 54 58 61 67 72 77 Allowance for Friction loss Infittings of Pi e Fittln Size In. ii W r 2'4• 3'Tee Branch 3 B 10 12 15Elbow90•' 4 7 X5. 9 12 13Elbow 45' 1 2 2 3 4Cau lin 1 1 1 2 2Tee Run 1 1 2 2 The above Stated tnct:on lass values arc 1uc other Listed'BlazeMaster® CPVC 90° elbows with TFP B.'ceMrster® products. Please consult the fitting manufacturer's installation and design manuals Thermal Expansion BlazeMaster plastics, like all piping materials, expand anal contract wide changes in temperature. The coefficient of linear expansions Is: 0.0000340 inch/ir.ch rF. A 25T change in temperature will cause an expansion of A inch for a 50 -foot straight length For most operating and installation conditions, expansion and contraction can be accommodat- ed at changes in direction of the pipe run. For additional information on Thermal Expansion please see Table C. • Where AL =12eL (AT) e = 3.4 x 10' irdin!°F (Coefficient of linear Expansion) L = Length -of Run in Feet AT = Temperature Change in °F An example of Thermal Expansion is shown below: Example: How much will a 40 foot run of X"of BlazeMaster CPVC pipe th Al it Table C • Thermal Expansion �,ArF mp Length of Flue (R) , nge 5 10 15 20 25 30 35 40 45 50 To 90 120 160 Thermal Fspaeslae, eL (le.) �n m 08 .12 .16 10 14 19 37 37 .41 . 57 ' .73 38 131 Increase In leng (or expan the expected ambient temperature ranges from 35T to 85'F7 Charges in length due to fittings are insignificant relative to the pipe. AL =12eL (AT) AL =12 (.000034) x 40 x 50 AL = .82 in or'fA' TLP BlazeMoster CPVC exhibits a relatively high coefficient of thenal expcson (see Table C). When dig BlazeMastei sprinl4et sys tems, expansion of long runs must be considered 9 temperature variations will be encountered lie: summer to winter extremesl Methods of compensating for thermal expansion are; expansion loops, offsets and change of direction of the ripe runt (See Figure G ler examples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum wori3ng temperature are lower than those used to derive the tables, the numbers will be conservative in nature. For example, for a temperature change from 60T to 12SF use Table F because the mmdmum temperature is greater than those shown in Tables D and E. Table D • Loop Leagth (30'F to la0°P) AT = 707 For conditions which are not covered in the gemleegthof Rw (R) Loop Length Tables, use the formulas and Pipe A g' 10 20 30 40 50 60 70 80 90 100 120 too 160 examples found in Table K Sire 0.0. Lgth of Leep ' Hate: Table based on Stress and Modulus of 6 1'050 11 15 16 21 24 26 26 30 32 33 37 39 42 Elasticity at IGTF. 1 1.315 I2� 17 20 24 26 29 31 33 35 37 It 4a 17 ty t i 1P237 660 13 19 23 26 30 32 35 37 40 42 46 50 53 Refer to Table H on page 5. 1�is 20 25 28 >Z 35 38 40 43 45 4953 57 AT = 70'F 2 16 22 27 32 35 39 42 48SS59 63 TO S = 1560 psi 254. 18 25 30 35 3E = 3.85 x 10'psi 3' 19 27 33 38 43 41 51 54 58 61 67 72 77 1r u 1r �' u Aug.ut2001 UL & />UL Fite 1cx6388 c – _ Offset I v.t Change of Direction O e%P-0P" a- Neryra o:e. ' . Ft—o' l Figure G e Expansion Loop and Offset Configurations Table H e Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80' . 9o' 100" 110' 120' 140' 150' Modulus at Elasticity 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08 'E' =10' (psi) Walking Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psl) Note: Table based on Stress and Modulus of Elasticity at 1207 Refer to Table H. _ AT= fi0'F S = 1275 psi E= 3.55x10'psi Note: Table based on Stress and Modulus of Elasticity at I50T Refer to Table K AT = 80'F S = 875 psi E= 3.08x10'psi Hangers should only be placed in the loop, offset or chang6 of direction as indicated piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion loop Formula has the following components as shown below: L = Length of Expansion Loop in Inches E = Modulus of Elasrcityat IMF (fable H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S= Worldng Stress at 1007 (fable H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E' in the Expansion Loop Formula. An example is presented to demonstrate the calculation of expansion given a defined thermal change and to Calculate the length of the expansion loop or offset in Inches. Example How much expansion can be expected in a 240 foot run of 2" TFP BlazeMaster CPUC pipe installed in 40T given a maximum temperature change to l00'F7 Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= IMF - 4TF AT = 60T Now use Table C to colculate the c):arge in length expressed as AL Since the run is 240 feet and the table is indusia' to only 160 feet two calculations will need to be made. Length attar = lfA feet with AT = 60'F From Table C. AL = 3.92 in Table E e Loop Length (60'F to 120'F) AT = 60'F Nam. Pipe Size Avg O.D. 10 20 30 40 Length of Run (R) 50 60 TO Length of Loop (lo.) 80 90 100 120 140 •160 w 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1' 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1h' 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 W 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 7 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2T 2 875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42 4b - . 50 54 57 60 66 71 76 43 49 55 60 65 69 74 78 85 92 98 Offset I v.t Change of Direction O e%P-0P" a- Neryra o:e. ' . Ft—o' l Figure G e Expansion Loop and Offset Configurations Table H e Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80' . 9o' 100" 110' 120' 140' 150' Modulus at Elasticity 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08 'E' =10' (psi) Walking Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psl) Note: Table based on Stress and Modulus of Elasticity at 1207 Refer to Table H. _ AT= fi0'F S = 1275 psi E= 3.55x10'psi Note: Table based on Stress and Modulus of Elasticity at I50T Refer to Table K AT = 80'F S = 875 psi E= 3.08x10'psi Hangers should only be placed in the loop, offset or chang6 of direction as indicated piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion loop Formula has the following components as shown below: L = Length of Expansion Loop in Inches E = Modulus of Elasrcityat IMF (fable H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S= Worldng Stress at 1007 (fable H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E' in the Expansion Loop Formula. An example is presented to demonstrate the calculation of expansion given a defined thermal change and to Calculate the length of the expansion loop or offset in Inches. Example How much expansion can be expected in a 240 foot run of 2" TFP BlazeMaster CPUC pipe installed in 40T given a maximum temperature change to l00'F7 Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= IMF - 4TF AT = 60T Now use Table C to colculate the c):arge in length expressed as AL Since the run is 240 feet and the table is indusia' to only 160 feet two calculations will need to be made. Length attar = lfA feet with AT = 60'F From Table C. AL = 3.92 in Table F e Loop Lebgth (70'F to I507) AT = 80'F Pipe Size Nom. Avg. O.D. 10 20 30 40, Length of Rua (R.) 50 60 70 length of Loop (In.) 80 90 100 120 140 160 w 1.050 14 •19 23 .27 30 33 36 38 40 43 47 50 54 1' 1.315 15 21 "26 130 34 37 40 43 45 48 52 56 60 W 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 11P 1.900 18 26 31 3, 40 44 48 51 54 57 63 68 72 7 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2W 2.875 22 31 39 45 50 55 59 53 57 70 77 83 89 3 3.500 1 25 35 43 49 55 60 65 69 74 78 85 92 98 Offset I v.t Change of Direction O e%P-0P" a- Neryra o:e. ' . Ft—o' l Figure G e Expansion Loop and Offset Configurations Table H e Modulus of Elasticity & Stress vs Temperature Temperature 'F 73' 80' . 9o' 100" 110' 120' 140' 150' Modulus at Elasticity 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08 'E' =10' (psi) Walking Stress 2,000 1,875 1,715 1,560 1,415 1,275 1,000 875 "S" (psl) Note: Table based on Stress and Modulus of Elasticity at 1207 Refer to Table H. _ AT= fi0'F S = 1275 psi E= 3.55x10'psi Note: Table based on Stress and Modulus of Elasticity at I50T Refer to Table K AT = 80'F S = 875 psi E= 3.08x10'psi Hangers should only be placed in the loop, offset or chang6 of direction as indicated piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion loop Formula has the following components as shown below: L = Length of Expansion Loop in Inches E = Modulus of Elasrcityat IMF (fable H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S= Worldng Stress at 1007 (fable H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E' in the Expansion Loop Formula. An example is presented to demonstrate the calculation of expansion given a defined thermal change and to Calculate the length of the expansion loop or offset in Inches. Example How much expansion can be expected in a 240 foot run of 2" TFP BlazeMaster CPUC pipe installed in 40T given a maximum temperature change to l00'F7 Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT= IMF - 4TF AT = 60T Now use Table C to colculate the c):arge in length expressed as AL Since the run is 240 feet and the table is indusia' to only 160 feet two calculations will need to be made. Length attar = lfA feet with AT = 60'F From Table C. AL = 3.92 in August 2001 UL & C.UL File #9x5988 m" • Now we must calculate the additional 80 feet of run. for Physical and Thermal Properties of TFP B1azeMaster® CPVC AL Sirce Table C does not include 80 feet we must interpolate The physical and Thermal Properties of TFP BlazeMaster® pipe can be 80 feet between 70 feet and 90 feet. found in Table L AT = 60-F AL =1.71 in for 70 feet AL = 2.20 in for 90 feet AL = 1.712 2.20 =1.96 inches for 80 feet of pipe Total AL for 240 feet = 3.92 + 1.96 . AL = 5.88 inches. To find the length of the expansion loop on offset in inches L 2S _ L = Length of expansion Loop in inches. E'= Modulus of Elasticity at maximum temperature from Table H: D = Average Outside Diameter of pipe from Table A. in inches. S= Working Stress at maximum temperature from Table H, psi AL = Change in length of pipe:due to a change in te'moerature from Table C, in inches. Table 1 • physical and Thermal Properties Property Pipe 2' CPUC ASTM Specific Gravity "Sp. Gr.' . 1.55 0792 IZOD Impact Strength (tt. IbsAnch, notched) Modulus of Elasticity, ® 73'F, psi 'E" 3.0 4.23 x 1W D256A 0638 Ultimate Tensile Strength, psi Compressive Strength, psi 'o" 8,400 9,600 D638 -0695 Poisson's Ratio 'o' 1138 - Working Stress ® 737, psi S. 2,000 01598 Hazen Williams 'C' Factor 'C" 150 - Coefficient of Linear Expansion In in •e 3.4 x 10' 0696 Thermal Conductiviry BTU/hr/ft'/'Ftiin Flash Ignition Temperature Limiting Oxygen Index •K F' "x01' 0.95 900 %60 C177 D1929 D2863 Electrical Co dud" 9.7 Non Conductor 28.5 4.6 4 57.3 79.3 123.9 178.4 242.8 3172 401.4 - L = 3x13.85 x 1G'J(2 375X5.88) .2(1,560) L = 71.90 inches For Loop Length • %L= % x 71.90 =14.38 in. X L = Xx71.90=28.76 in. • For Offset Leng'ilL Y L = Y x 71.90 =17.98 in =18 in. KL= 9x71.90=35.95 fn=36 in. Permissible Bending Deflections _ flan o around or O fire sprinkler piping, while classified The m�tum all allowable deflections for B(oz, is inherently eMars erO piping car be uund in Tables permissible be deflected. within K gitto Limits, aaound or away from objects during' • G Table J • Permissible Bending Deflections SDR 115 (73'F) '' "Bending" (rine End Restrained) Pipe 2' S' T 10' 12' Length of Run (L) In lest 15' 1T 20' 25' 30' 35' 40' 45' so, 3 z 35' 40' 45' 5T Sill 0e11ectlon (0) In Inches X 1.3 7.8 15.4 31.3 45.1 70.5 90.6 125.4 195.9 2821 383.9 - - - 1' 1.0 6.3 123 25.0 36.0 56.3 72.3 100.1 156.4 2252 306.5 400.4 - - IT 0.8 5.0 9.7 19.8 28.5 4.6 4 57.3 79.3 123.9 178.4 242.8 3172 401.4 - IT 0.7 4.3 85 17.3 24.9 39.0 50.1 69.3 108.2 1559 2122 277.1 350.7 433.0 7 0.6 3.5 6.8 13.9 20.0 312 40.0 55.4 86.6 124.7 169.7 221.7 280.6 345.4 2T 0.5 2.9 5.6 11.4 16.5 25.8 33.1 45.8 71.5 103-0 1402 183.1 231.8 2862 3' 0.4 2.4 4.6 9.4 135 212 272 37.6 58.8 64.6 115.2 150.4 190.4 235.1 .1 .1 .9 .7 1.4 29 4.1 6.4 8.3 11.4 17.9 25.8 35.1 45.8 G � LIL •� I _-- Table g • Permissible Bending Deflections SDR 13.5 (737) "Snaking" (Both Ends Restrained) - Pips 2' S' T 10' 17 length of Rua (L) Is feet 15' 1T 20' 25' 30' 35' 40' 45' 5T Sill beltection (0) In laches X 3 2'0 3.8 7.8 11.3 173 22.6 31.3 49.0 705 96.0 125.4 158.7 195.9 1' 1.6 3.1 6.3 `9.0 14.1 18.1 25.0 39.1 56] 76.6 100.1 126.7 156.4 1 F .3 2 12 2.4 5.0 7.1 112 14.3 19.8 31.0 44.6 60.1 79.3 100.4 123.9 IT 2 1.1 2.1 4.3 6.2 9.7 12.5 11.3 27.1 39.0 53.0 69.3 87.7 1082 T 1.7 3.5 5.0 ' 7.8 10.0 13.9 21.6 312 424 55.4 70.1 86.6 2X .1 .1 .9 .7 1.4 29 4.1 6.4 8.3 11.4 17.9 25.8 35.1 45.8 57.9 71.5 3' .1 .6 12 24 3.4 5.3 5.8 9.4 R-1-212 28.8 37.6 47.6 58.8 � LIL •� I _-- A.cust 2001 50; 'UL & C -UL File PEt5988 Support and Hanger Recommendations" Ooe Hole Strap Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe. Do not use under sized hangers. Hangers with sufficient siring shall be selected based on pipe size ffe; 1�" hangers for IA*pipe). Pipe hangers must comply with the appropriate Standard, NFPA 13,13D, or 131. whichever applies and should have load bearing surfaces at least %" wide. Some local codes may not allow plastic to metal contact In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a structural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger, but is not pinched or crushed in any way. PLUMBERS TAPE OR 1 HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger Tolco, Inc. and Afcon make three hanger/restraining devices that are available for use with TFP Blazebfcstero. A "one hole strap", shown left, can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ;'. ward. Installation in this manner will prevent upward movement of the sprinkler ti r• ` _ head during activation. : • .,'.0 �c A'two hole strap, shown left, can function as a hanger and as a restraining strap. UL Listed CPVC hangers incorporate features which protect the pipe from sharp Two Hole Strap _ edges and ease installation The hex head self-th.�dirg screw (furnished with most UL Listed CPVC hangers) is easily installed usirg a rechargeable electric drill and a'fi socket attachment No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPUC plastic pipe only and are UL listed for this application. The Tolco Models 22 and 23, and Afcoa Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult TFP. • Table L • Support Spacing "L" (ft.) CPVC SDR 13.5 Nominal Pipe Size Temp •F ;C 1• 1/' it 2' 2f' 3' 73' 5h 1 6 6tf 1 7 1 8 9 1 10 ti Hanger/Support Spacing ' Because TFP BlazeM.aster" pipe is more rigid than other types of plastic pipe systems, tre support spacing shown in Table L shall be adhered to when installing the system For exposed installations. Listed support devices shall be used which mount piping directly to the ceiling or side wall. accept when using upright sprinklers per the installation information on Page I1 of this manual. Vertical Restraint When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The reactive force will cause the pipe to lift vertically if ft is not properly secured, especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from V, V or 1!' pipe, the closest hanger should brace the pipe against vertical IL4-up. A number of techniques cmc be used to brace the pipe such as a standard hand hanger positioning the threaded support rad to Y.r inch above the pipe or using a split ring or a wraparound hanger for restrainL 1rded rod h ll of core in contact with CPVC when Table M • Support Spacing Distance to an In Line Sprinkler Head Drop Tee Naminat4li a Site Less than 100 psi 590 kPa Greater Nan 100 sl 590 kPa Y inch 4' 3' 1 inch 5' 4' 17. inch 6' 5' 1 A to 3 inches 7' 7' 'L• I:nd933 a:s ni....cr..ycr.w`.-:-rf acIhcngercan beuseZ Note. urea s a n - installed. It is advisable to use lift restraint devices such as those produced by Tolco and Afcon which prevent the threaded rod from coming in contact with the CPVC pipe as shown to the left. Branch Lines shall be braced at a dstaace from a tee or elbow to.' prevent lift of sprinklers as shown in Tables bt and N. 0 • r • August 2001 UL & C -UL Fite SEX5988 When piping is suspended from a deck hangers are required to suspend the pipe as well as provide vertical lift restraint. One hanger can serve as both. Drop locations between supports are ptable in any location as long as support spacing is in compliance with Tables M and N as applicable. Examples of where this type of hanging Is used include: concrete decks with rod and ring hangers, "pan decks' on I beams with beam clamps, or concrete anchors, and under wood joists with straps . or rod hangers. See Figure 0. i7 When the piping is suppor'.ed by wood joists or trusses, the structure provides the support, especially when the joss are dose together. The only requirement with this type of construction is to provide vertcal restraint of the sprinkler and additional hangers on the line may not be required. When support- ing CPVC piping below the deck and when, the supporting members ore spaced far apart, u is importoitt to brace for vertical restraint per Tables M and N. Drop locctan between supports are acceptable in airy location as i Table N • Support Spacing to an End Line SprinIrler Head Drop Elbow Nominal Pipe Size less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) % inch 9 6' 1 inch 1'0' 9' 1% inch 1'4' 1' M to 3 inches 2' 1' Fig. 0 • Drop Ceiling Installation, long as support spacing is in compliance with Wood Frame Constriction Tables M and N. In manufactured homes, cdditional hangers may be required to prevent pipe mo•rement from tHermal expansion. Please consult with your Authority Having Jurisdicticn and TF Ps Technical Services Department for further information 'CPYC C.pe or Brdrq must be supper' d :acv a spr'.rs'er head as shcn. In Tables til and N. • • • tqCI3Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Pendent Sprinklers 4.9 K -factor General Description The Series LFII (TY2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occu- pancies such as homes, apartments, dormitories, and hotels. When aesthet- ics and optimized flow characteristics are the major consideration, the Series LFII (TY2234) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2234) has a 4.9 (70,6) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller, pipe sizes and water supply requirements. The recessed version of the Series LFII (TY2234) is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon ;,provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY2234) has been ' designed with Beat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. Page 1 of 8 WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model - Identification Number SIN TY2234 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psis/2 (70,6 LPM/barl/2) Temperature Rating: 1550F/68°C or 1750F/79°C Finishes:. : White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame .... .. . .. .. . . Brass Button .. ....... Bronze Sealing Assembly . . . .. . ... . . . Beryllium Nickel w/Teflont Bulb .. . . . . . . 3 mm dia. Glass Compression Screw ..... Bronze JANUARY, 2003 Customer Service/Sales: Tel: (414) 570-5000 / (800) 558-5236 Fax: (414) 570-5010 / (800) 877-1295 Deflector .. ... . Bronze Ejection Spring ... Stainless Steel tDuPont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. TFP400 • • Page 2 of 8 TFP400 Maximum Coverage Area (e) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) Minimum Flow (b) and Residual Pressure For Horizontal Ceiling (Max. 2 Inch Rise for 12 Inch Run) Minimum Flow (b) and Residual Pressure For Sloped Ceiling (Greater Than 2 Inch Rise Up To Max. 4 Inch Rise for 12 Inch Run) Minimum Flow (b) and Residual Pressure For Sloped Ceiling (Greater Than 4 Inch Rise Up To Max. 8 Inch Rise for 12 Inch Run) 155°F/68°C or 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 175°Ff79°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) bar) 17 GPM (64,3 LPM) 12.0 (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 psi 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 7.0 (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) psi 16 x 16 16 13 GPM (49,2 LPM), ' 13 GPM (49,2 LPM) bar) 17 GPM (64,3 LPM) 12.0 (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 psi 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 23 GPM (87,1 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 22.0 psi (1,52 bar) 20 x 20 20 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) WA (6,1 x 6,1) 1 (6,1) 16.7 psi (1,15 bar) I 16.7 psi (1,15 bar) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required now Tor Ine next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed fof installation in accordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority having Juris- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 43R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: - • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding. sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with a deflector to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTE So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling distance is permit- ted for NFPA 13D and NFPA 13R ap- plications where the sprinklers are lo- cated in closets. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Beam Ceiling Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in residential oc- cupancies with horizontal ceilings (i.e., 'slopes up to a 2 inch rise over a 12 inch run) with beams when installed in ac- cordance with the following criteria: 'General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 5, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- mum depth of 14 inches and the maxi- mum width is unlimited.The cross-sec- tional shape of the primary beam may be rectangular to circular. • • TFP400 Components: 1 - Frame 2- Button 3- Sealing Assembly 4- Bulb 5- Compression Screw 6- Deflector 7- Ejection Spring * Temperature rating is indicated on Deflector. 7/16'(11,1 mm) 1/2' ESCUTCHEON NOMINAL NPT PLATE SEATING MAKE -IN SURFACE (57,2 mm) 7 (41,3 mm) t CROSS SECTION 7/16±1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE PENDENT Pacye3of8 WRENCH�W) RECESSED FLATS ESCUTCHEON RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8" DIA. (73,0 mm) 1/2' (12.7 mm) 2-1/4" DIA. 1/4°(6,4 mm) (57,2 mm) MOUNTING CLOSURE TY2234 PLATE 1/8° (3,2 mm) 1-3/8" (34,9mm) 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY2234) RESIDENTIAL PENDENT SPRINKLER Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 6A) are to be 3 ft. - 4 in to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center bet%reen beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the prmary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 6B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the /- WRENCH RECESS (END W USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance • C7 • Page 4 of 8 and from any center to center distance between beams (Fig. 6C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for.the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types. Series LFII (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The deflector to bottom of primary beams for the Series LFII (TY2234) Pendent Sprinklers or Series; LFII (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 5A). The vertical center- line of the Series LFII (TY2234) Pen- dent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig 5B). NOTES Core drilling of beams to allow the in- stallation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LF11 (TY2234) Pendent Sprinklers allews for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft. - 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face:of the soffit as opposed to the compartment wall. NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. Installation The Series LFII (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there isa loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler Into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. f=igure 3). With reference to Figure 1, the W -Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B.`'After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W -Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- TFP400 A X Z E E E TY2234 B a� E E E �W _4k, a� a MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2' (50,8 mm) - FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP400 • Paye 5 of 8 ALL FIGURES: A——A~A I - DISTANCES ARE F IF IF 14' (356 mm) MEASUREDTO COMPARTMENT MAXIMUM WALL FACES AND C = 3'-4'(1,0 m) MINIMUM FOR - TO CENTERLINES OF BEAMS A = 3'4' to 6-0' (1,0 to 1,8 m) OF PRIMARY BEAMS FOR PRIMARY BEAMS HAV- — of— ING A 14"(356 mm) MAXIMUM ONDARY BEAMS HAVING DEPTH PRIMARY 20'-0'(6,1 m) PRIMARY BEAMS BEAM MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0' (6,1 m) � `A A - AIF IF IF ) F e ' A = 3'4' to 6-0'(1,0 to 1,8 m) FOR PRIMARY BEAMS HAV - B ING A 14'(356 mm) MAXIMUM - SECONDARY DEPTH BEAM IF B = 20'-0'(6.1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS PRIMARY AND THAT MUST BE IN PLACE BEAM SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 2(Y -O"(6,1 m) COMPARTMENT _ WALLS 9 FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0' (6.1p) SECONDARY BEAM ti •: * PRIMARY BEAM *REFER TO FIGURE 68 COMPARTMENT FOR SPANS WALLS EXCEEDING 2(Y -O'(6.1 m) i �c A= 3'-4' to 6-0' 0,0 to 1,8 m) \ FOR PRIMARY BEAMS HAV- ING A 14' (356 mm) MAXIMUM C DEPTH C = 3'-4'(1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS — of— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) r� • Page 6 of 8 TFP400 1. Care and Maintenance The Series LFII (TY2234) must be - maintained and serviced in accord ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. - Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers, must be- replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOtE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non-, operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. C7 • 0 TFP400 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products 'or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT ..SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. . THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly:; Series LFII (TY2234), K=4.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F/68°G or Chrome Plated.......:. P/N 51-201-9-155 155°F/68°C White Polyester ........ P/N 51-201-4-155 155°F/68°C Natural Brass.......... P/N 51-201-1-155 175°Fn9°C or Chrome Plated.......:. P/N 51-201.9-175 175°F/79°C White Polyester.....:.. P/N 51-201-4-175 175°P/79°C Natural Brass.......... P/N 51-201-1-175 Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify) finish, P/N (specify). 1/2' (15 mm) Style 20 Chrome Plated.......... P/N 56-705-9-010 1/2' (15 mm) Style 20 White Color Coated ............... P/N 56-705-4-010 1/2' (15 mm) Style 20 Bright Brass Coated ............... P/N 56-705-2-010 Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. : Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 7of8 Page 8 of 8 7FP400 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 • t' CO y Fire & Building )Products -C;dm— Customer Service/Sales: Tel: (414) 570-5000 / (800) 558-5236 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Fax: (414) 570-5010 / (800.).877-1295 Series TY -FRB — 2.8, 4.2, 5.6, and 8.0 K -factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY FRq Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or -Style 40 (3/4 inch NPT) RecL�SSed Es- cutcheon with 1/2 inch (121,F7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the Page 1 of 8 chemical to which the sprinklers will be exposed. An intermediate level versions. of the Series TY -FRB Pendent Sprinklers are detailed in Technical Data :Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY -FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. Tne owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. ModellSprinkler Identification Numbers TY1131 - Upright 2.8K,1/2"NPT TY1231 - Pendent 2.8K,1/2"NPT TY2131 - Upright 4.21K,1/2"NPT TY2231 - Pendent 4.21K,1/2"NPT TY3131 - Upright 5.61K,1/2"NPT TY3231 - Pendent 5.61K,1/2"NPT TY4131 - Upright 8.OK, 3/4"NPT TY4231 - Pendent 8.01K, 3/4"NPT Technical Data Approvals UL and C -UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) APRIL, 2003 Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psilt2 (40,3 LPM/bart/2) K = 4.2 GPM/psilt2 (60,5 LPM/barlt2) K = 5.6 GPM/psilr2 (80,6 LPM/barlt2 K = 8.0 GPM/psilt2 (115,2 LPM/barll�) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ... Bronze Button ........ Brass/Copper Sealing Assembly ... • • . . . . . Beryllium Nickel w/Teflont Bulb . . . ... .. ... . .. Glass Compression Screw ..... Bronze Deflector .......Copper/Bronze Bushing (K=2.8) . . ... . . Bronze TFP171 } F 1 r. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psilt2 (40,3 LPM/bart/2) K = 4.2 GPM/psilt2 (60,5 LPM/barlt2) K = 5.6 GPM/psilr2 (80,6 LPM/barlt2 K = 8.0 GPM/psilt2 (115,2 LPM/barll�) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ... Bronze Button ........ Brass/Copper Sealing Assembly ... • • . . . . . Beryllium Nickel w/Teflont Bulb . . . ... .. ... . .. Glass Compression Screw ..... Bronze Deflector .......Copper/Bronze Bushing (K=2.8) . . ... . . Bronze TFP171 } Page 2 of 8 • ESCUTCHEON PLATE SEATING 1/2':* SURFACE NPT i 2-1/4' (57,2 mm) • 0 7/16' (11,1 mm) STYLE 10 or 20 NOMINAL RECESSED SSU* MAKE -IN ESCUTCHEON DEFLECTOR 7/16' (11,1 mm) SSP DEFLECTOR PENDENT;: JNOMINAL MAKE -IN 2-3/16' "—Jr I WRENCH (55,6 mm FLATS 2-7/8' (73,0 mm) DIA. i/2' NPT** RECESSED PENDENT UPRIGHT _ TFP171 CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector ' Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw, **Pipe thread connections per ISO 7/1 canoe provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY -F2 8 K RIGH R2 INCH NPT PENDENT (TY1231) SPRINKLERS ESCUTCHEON 7/116"(110 mm) STYLE 10 or 20 PLATE SEATING, ** NOMINAL RECESSED SSU* SURFACE NPT MAKE -IN .�' ESCUTCHEON DEFLECTOR 2-3/16' �- (55, SSP DEFLECTOR* PENDENT 1 - Frame 3 - Sealing 2 - Button Assembly MAKE -IN 2 2-3/16' WRENCH (55,6 mm) 3 FLATS - 1 2-7/8' (73,0 mm) DIA. 1/2' NPT** RECESSED PENDENT UPRIGHT CROSS SECTION 4 - Bulb 6 - Deflector ' Temperature rating is indicated on deflector or adjacent to 5 - Compression orifice seat on frame. Screw "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 \ QUICK RESPONSE SERIES TY -FRB UUPRIGHT (T Y2131) AND 2 INCH NPT PENDENT (TY2231) SPRINKLERS 4. TFP171 • ESCUTCHEON PLATE SEATING 1/2" •� SURFACE NPT T_ 2-3/16" (55,6 mm) 7/16"(11,1 mm) NOMINAL MAKE -IN I SSP DEFLECTOR* PENDENT 1 -Frame : 3 - Sealing 2 -Button Assembly STYLE 10 or 20 RECESSED SSU' ESCUTCHEON DEFLECTOR 7/16" (11,1 mm) NOMINAL MAKE -IN I 1 2-3/16" WRENCH (55,6 mm LFLAT IS 2-7/8" 173 0 mm) DIA �t 1/2' NPT ** Page 3 of 8 RECESSED PENDENT UPRIGHT i CROSS SECTION 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. i FIGURE 3 QUICK RESPONSE SERIES TY -FRB K -FACTOR, 112 INCH NPT ND ENDENT (TY3231) SPRINKLERS ESCUTCHEON 1/2' (12,7 mm) STYLE 30 or 40 PLATE SEATING4, ** NOMINAL RECESSED ESCUTCHEON SSU* SURFACE WPT MAKE -IN DEFLECTOR _ 1/2' S (12,7 mm) 4 2-5/16" NOMINAL (58,7 mm) MAKE IN '2 I 2-1/4" 1-9/16' I WRENCH (57,2 mm) 3 (39,7 mm) FLATS 1 SSP DEFLECTOR* 2-7/8' (73,0 mm) DIA. 3/4' NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - De'eclor * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw "Pipe thread connections per ISO 7/1 can be provided on special request. ti FIGURE 4 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K -FACTOR, 314 INCH NPT Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the • fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design -Criteria The Series TY -FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing Is oaseu on ulo' �ovalGis based NFPA 13, and FM App oft the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch eon, as applicable, is to be used for recessed pendent installations. • • • Page 4 of 8 K 2.8 1/2" NPT 4.2 1/2" NPT SPRINK TYPE TEMP. BULB NATURAL LIQUID BRASS I FINISH (See Note 7) CHROME I WHITE" PLATED 1POLYESTE NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick°Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprin- klers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Installed with Style 10 (1/2' NPT) or Style 40 (3/4' NPT) 3/4' Total Adjustment Re- cessed Escutcheon, as applicable. "" Installed with Style 20 (1/2' NPT) or Style 30 (3/4' NPT) 1/2' Total Adjustment Re- cessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to all colors:(Special Order). WA: Not Available TABLE A f LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K -FACTOR SPRINKLERS ; t TFP171 Installation The Series TY -FRB Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°Ff141 °C temperature ratings. A leak tight 112 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers with 314 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY -FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W -Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY -FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the 135°F/57°C Orange PENDENT 155°F/68°C Red 1, 2, 3, 5 (TY1231) and 175°Ff79°C Yellow UPRIGHT P00°F/93°C Green (TY1131) 286°F/141°C Blue 135°F/57°C Orange ; RECESSED 155°F/68°C Red PENDENT (TY2231)- 175°Ff79°C Yellow Figure 5 200°F/93°C Green 1, 2, 5 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)» 175°Ff79°C Yellow Figure 6 °3°C Green °C Orange :PENDENT °C Red (TY 2231) and °C Yellow UPRIGHT °C W200'F/93oC Green(TY3131)1°C Blue 1,2 °C OrangeRECESSED°C RedPENDENT (TY2231)' 175Ff79°C Yellow Figure 7 P00°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)— 175'Ff79*C-T Yellow Figure 8200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick°Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprin- klers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Installed with Style 10 (1/2' NPT) or Style 40 (3/4' NPT) 3/4' Total Adjustment Re- cessed Escutcheon, as applicable. "" Installed with Style 20 (1/2' NPT) or Style 30 (3/4' NPT) 1/2' Total Adjustment Re- cessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to all colors:(Special Order). WA: Not Available TABLE A f LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K -FACTOR SPRINKLERS ; t TFP171 Installation The Series TY -FRB Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°Ff141 °C temperature ratings. A leak tight 112 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers with 314 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY -FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W -Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY -FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the • • • TFP171 K TYPE TEMP. BULB 1,2,3,4,5,6 1,2,3,5 1,2,4.5 LIQUID 1,2 3 4 5 1,2 4,5 135°F/57°C Orange PENDENT 155°F/68°C Red 7- (TY3231) and 175°Fr79°C Yellow 200°F/93°C Green UPRIGHT 5.6 (TY3131) 286°F/141°C Blue 1/2' NPT RECESSED 135°F/57°C 155°F/68°C Orange Red PENDENT (TY3231)' 175°Ff79°C Yellow 200°F/93°C Green Figure 9 135'F/57°C :Orange RECESSED 155°F/68°C Red PENDENT (TY3231)" 175°Ff79'C Yellow P00°F/93°C Green Figure 10 135°F/577C Orange PENDENT 155°F/68°C Red (TY4231) and 175°Fr79°C Yellow 200'F/93°C Green UPRIGHT 8.0 (TY4131) 286°F/141'C * Blue 3/4' NPT RECESSED 135°F/57°C 155'F/68°C Green Orange PENDENT (TY4231)' 175°Fr79°C Red 200°F/93°C Yellow Figure 11 1357F/57°C Orange RECESSED 1557F/68'C Red PENDENT (TY4231)" 175°F/79°C 1 Yellow 200°F/9WC Green Figure 12 Pzge5of8 SPRINKLER FINISH (See Note 7) NATURALJ��= BRASS LEAD COATED 1,2,3,4,5,6 1,2,3,5 1,2,4.5 N/A 1,2 3 4 5 1,2 4,5 WA 1,2,3,4,5,6 1,2,5 1, 2, 4, 5 WA 7- 1,2,3,4,5 WA NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention. Certification Board (LPCB) as Quick Response Sprinklers; however, the LPC does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For. details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2' NPT) or Style 40 (3/4' NPT) 3/4' Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2' NPT) or Style 30 (3/4' NPT) 1/2' Total Adjustment Recessed Escutcheon, as applicable. "' Frame and Deflector only. Listings and approvals apply to all colors (Special Order). WA: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND &0 K -FACTOR SPRINKLERS sprinkler fitting using only the W -Type Step C. After the ceiling has been in - 7 Recessed Sprinkler Wrench (Ref. stalled or the finish coat has been ap- Figure 14). With reference to Figure 1, plied, slide on the Style 10, 20, 30, or 2, 3, and 4, the W -Type 7 Recessed 40 Closure over the Series TY -FRB Sprinkler Wrench is to be applied to Sprinkler and push the Closure over the sprinkler wrench flats. the Mounting Plate until its flange comes in contact with the ceiling. • • r] Page 6of8. 2-7/8' DIA. 5/8x1/4' (73,0 mm) 3/4' (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4'(6,4 mm) FACE OF (57'2 mm) 7 MOUNTING SPRINKLER PLATE FITTING (3,2 mm) I( MOUNTING SURFACE SERIES 1-5/16' (33,3 mm) CLOSURE TY FRB 13116' (20,6 mm) FIGURE 5 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K -FACTOR, 1/2 INCH NPT 2=7/8' DIA. 5/8x1/4' 03.0 mm) 314'(19,1 mm). (15,9x6,4 mm)2-1/4' DIA. 1/4'(6,4 mm)' FACE OF *(3,2 572 mm) NTING SPRINKLERATE FITTING /8' mm) MOUNTING SURFACE CLOSURE SERIES 1,8 mm) TY -FRB 3/4' (19,1 mm) FIGURE 7 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT Care and Maintenance The Series TY -FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for -maintenance work on the fire protection system that it controls, permission to shut down the affected lire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is 1 /2x1 /8' (12,7:3,2 mm) FACE OF SPRINKLER FITTING �G SURFACE TFP171 2-7/8' DIA. (73,0 mm) 2-1/4' DIA.1/4'(6,4 mm) (57'2 mm) ,� r � MOUNTING TE CLOSURE SER S TY -FRB 1-5/16' (33,3 mm) 1-1/16' (27,0 mm) FIGURE 6 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8•K -FACTOR, 112 INCH NPT 2-7/8' DIA. (73,0 mm) tn• (12,7 mm) 1/2±1/8' (12,7x3,2 mm) 2-1/4' DIA. 1/4' (6,4 mm) FACE OF (57'2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8' (3,2 mm) 1 �G, t � SURFACE 1 SERIES 1-1/4' (31,8 mm) CLOSURE TY -FRB 1• (25,4 mm) FIGURE 8 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be' painted, plated, coated -or otherwise altered after leaving the factory. Modi-, fied sprinklers must be replaced Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulbor that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verity the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- • ' • • TFP171 2-7/8' DIA. 518±1/4* (73,0 mm) (15,9:6,4 mm) 2.1/4' DIA. 1/4' (6,4 mm) FACE OF (57'2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2Imm) ( MOUNTING SURFACE SERIES 1-1/4' (31,8 mm) CLOSURE Ty -FRB 3/4'(19.1 mm). . FIGURE 9 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K -FACTOR, 112 INCH NPT 2-7/8' DIA. (73.0 mm) 3/4' (19,1 mm) 5!8:1/4' 7.1/4*(6,4 mm)(15,9:6,4 mm) 2-1/4'DIA. FACE OF (57,2 mm) INGSPRINKLER EFITTING 'm) MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33,3 mm) TY -FRB 13/16' (20,6 mm) FIGURE 11 . SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT tion and the long term integrity of the corrosion resistant coating, as It may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Page 7of8 2-7/8' DIA. 1/2x1/8' (73,0 mm) 1/2' (12,7 mm) (12,7x3,2 mm) 2-1/4' DIA. 1/4' (6,4 mm) FACE OF f_ (57'2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8' (3,2 MM) MOUNTING SURFACE SERIES 1-1/4' (31,8 mm) ._ CLOSURE Ty -FRB 1' (25,4 mm) ' FIGURE 10 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K -FACTOR, 112 INCH NPT 2-7/8' DIA. (73,0 mm) 1/2x1/8'1/4' ( (66.,,4 mm) (12,7x3,2 mm) 2-1/4' DIA. FACE OF (57'2 mm) MOUNTING SPRINKLER / PLATE IV FITTING fr I 1rE' (3,2 mm) r s MOUNTING SURFACE CLOSURE SERIES 1-5/16' (33,3 mm) TY -FRB 1-1/16'(27,0 mm) FIGURE 12 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT WRENCH RECESS (END 'A' USED FOR 1/2' NPT MODELS) WRENCH RECESS (END.T' USED FOR 3/4': NPT MODELS): FIGURE 13 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS / J PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W -TYPE 7 RECESSED SPRINKLER WRENCH • • • Page 8 of 8 P/N 57- XXX -X-XXX I Limited Warranty SPRINKLER 1 NATURAL BRASS 4 WHITE POLYESTER 9 CHROME PLATED 7 LEAD COATED TABLE C PART NUMBER SELECTION SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly - installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN CI01 OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABI► ITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K -factor), (specify temperature rating), Series TY -FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (specify) Recessed Es- TFP171 IPERATU RATING 135 MODEUSIN 330 1 2.8K UPRIGHT (1/2'NPT) TY 1131 331 2.8K PENDENT (1/2'NPT) TY1231 286 4.2K UPRIGHT (1/2'NPT) TY2131 E370 4.2K PENDENT (1/2"NPT) TY2231 P/N 56-701.4-010 5.6K UPRIGHT (1/2'NPT) TY3131 371 5.6K PENDENT (1/2'NPT) TY3231 390 8.OK UPRIGHT (3/4'NPT) TY4131 391 8.OK PENDENT (3/4'NPT) TY4231 Limited Warranty SPRINKLER 1 NATURAL BRASS 4 WHITE POLYESTER 9 CHROME PLATED 7 LEAD COATED TABLE C PART NUMBER SELECTION SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly - installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN CI01 OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABI► ITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K -factor), (specify temperature rating), Series TY -FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (specify) Recessed Es- TFP171 IPERATU RATING 135 135°F/57°C 155 155°F/68°C 175175°Fl79°C Style 10 Chrome Plated ......... 200 200°F/93°C 286 286°17/141°C cutcheon. with (specify finish), P/N (specify).: 1/2' a(15 mrri) Style 10 Chrome Plated ......... P/N 56-701-9.010 1/2' (15 mm) Style 10 White Color Coated ................ P/N 56-701.4-010 1/2' (15 mm) Style 10 Brass Plated ........... P/N 56-701-2-010 1/2' (15 mm) Styie 20 Chrome Plated ......... P/N 56-705-9.010 1/2' (15 mm) Style 20. White Color Coated :............... P/N 56-705-4-010 1/2' (15 mm) Style 20 Brass Plated ........... P/N 56-705-2-010 3/4' (20 mm) Style 30 Chrome Plated ......... P/N 56-705-9.011 3/4' (20 mm) Style 30 White Color Coated ................ P/N 56-705-4.011 3/4' (20 mm) Style'30 Brass Plated ........... P/N 56-705-2-011 3/4' (20 mm) Style 49 Chrome Plated ......... P/N 56-700-9.010 3/4' (20 mm) Style 40 White Color Coated .............••• P/N 56-70064-010 3/4' (20 rim) style 4o Brass Plated .......:... P/N 56-700-2-010 Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania: 19446 • • • Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either %z" or'/<"-N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7%" long x 2W' deep 6 head - 5" high x 14" long x 3'/<" deep 12 head - 5" high x 143/4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. 3, 6 & 12 Head Sprinkler Head Cabinet No. 28-6.0 • C7 r& Installation Central's Sprinkler Head Cabinet is designed with two'/:s' diameter holes for wall mounting or direct attachment to the system riser with a strap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an. adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both %" and Y,' N.P.T. threaded sprinklers. For N.P.T. sprinklers, leave the removable knockout in the hole. For Y44" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a Y44" N.P.T. sprinkler. ©1994 Central Sprinkler Company Printed in U.S.A. Care & Maintenance The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100°F/380C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. Ordering Information When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. A911-fth., AMMISM CENTRAL WEROMW Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Availability and Service: Central sprinklers, accessories, and other products are available. throughout the U.S. and Canada, and: internationaliy through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest.you. Guarantee: Central Sprinkler Company will repair and/or replace any products.found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the; warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg. Conversions are approximate. Hd.Cab.2 • Riser Manifold Figure 513, 513D/513R Commercial - NFPA 13 Systems Floor Control - High Rises Residential - NFPA 13D/13R Systems Tyco Fire Products --- www.tyco-grooved.com 451 North Cannon Avenue, Lansdale; Pennsylvania 19446 -- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General Description gqqSee Fire Protection UL Submittal Sheet for FM pressure rating and Listing and Approval information The Figure 513, 513D/513R Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The availability of the Riser Manifold in different configurations allows cost effective riser installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13D/13R). The threaded ends of the 1" and 1'/2" bodies, the threaded by grooved ends of the 2" bodies, and the grooved ends of the 1 %2" - 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters Laboratories, Underwriters Laboratories of Canada and Factory Mutual. Installation is simplified with one convenient take-out for the 1" and 11/2" threaded and 11/2" grooved versions, as well as one take-out for the 2" threaded by grooved and the grooved sizes 2"-6'. The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optional relief valve assembly is available for locations which require relief valves on gridded systems. Riser Manifolds for use in Canada only are provided with a Water Flow Switch that has a Tamper Switch mounted inside for cover removal detection. CENTRAL I-MMINOW Grooved Piping Products Technical .0 Data Figure: 513 (commercial) _ 513D (residential) 513D/513R (residential) Styles: Threaded or Grooved Sizes: l', 1'/i , 2', 2'/i , 3', 4' and 6' Approvals: UL, FM, and ULC Maximum Working Pressure: 175 psi Standard Finish: Painted optional Accessories: Pressure Relief Valve Kit (see page 7) No. 28-1.0 • Figure 1 1" Threaded Residential Riser Manifold Figure 513D Approximate Trimmed Weight - 7.5 lbs. (3.4Kg.) .38 The width of the Riser Manifold is approximately 31/2". r [9.7] [2541 Note: Items 7 & 8 are used on Manifolds for use +� 2sa1 in Canada Only 4.50 [114.3] Figure 1 - Sill of Material 3.63 f [92.2] No. 1 I -.6311 6] Description BOTH ENDS Number No. 1 Manifold Body F x F TEST 976-363-01 2 Potter Watedlow Switch # VSR-SF w/Paddle ORANA�IN H-416-01 '`7 � '/; Water Pressure Gauge 1 I 4 3/; 900 Street Elbow 1 H-463-075 5 3/; Close Nipple FLOW I j 2:88 I 1 [13.2] 1-'- 9.75 [247.7] 1 1111rducu nrzo riivac.- -. No. Part Detail Description Req'd Number No. 1 Manifold Body F x F 1 976-363-01 2 Potter Watedlow Switch # VSR-SF w/Paddle 1 H-416-01 3 '/; Water Pressure Gauge 1 971-118-02 4 3/; 900 Street Elbow 1 H-463-075 5 3/; Close Nipple 1 H-474-12 6 3/e' Ball Valve 1 971-116-02 7 Tamper Switch (ULC only) 1 H-419-01 8 Label (ULC only) 1 976 343 01 Figure 2 19/2' Threaded Residential Riser Manifold Figure 513D/513R Reference Figures 2 and 3 Bill of Materials (page 3) Approximate Trimmed Weight - 8.7 lbs. (3.9Kg.) 10.00 13 The width of the Riser Manifold is approximately 31/2. (254] .63 Note: Items 16 & 17 are used on Manifolds for use [1s] in Canada Only. 1s 11.25 [285.81 Male x Male Body Option 2.13 [54.11 2 'Approximate thread engagement. Note: Values shown in parenthesis Are in millimeters 5.38 136.7] 1 i r • .63 [16] I III 1 • .63 4.50' (16] (114.3]. 11.38 [289.11 'Approximate thread engagement. Note: Values shown in parenthesis are in millimeters r] 6 J Figure 3 ; 11/2" Threaded Commercial Riser Manifold Figure 513 For optional pressure relief valve, see Figure 10 (page 7) 12.50 [317.51 - 6.25 [158.81 —� Approximate Trimmed Weight -11.2 lbs. (5.1 Kg.) -.63[161 1 'L The width of the Riser Manifold is approximately 3'/2". 1z } m Note: Items 16 & 17 are used on Manifolds for use 14.38 ®@ o in Canada Only. [365.31 a C_� 10 10.00 [2 41 t 5 14 .a.� 15FLO 6 (D I n —r .63 I 1 11.25 1 1 [161 .13 x.63 1285.81 [28.71 1 161 5.50 [139.71 *Approximate thread engagement. Male x Male Body Option Note: Values shown in parenthesis are in millimeters Figures 2 and 3 - Bill of Material 172 1111rdutlu nuWuciniaau No. Req'd Part Detail Description CoI Res. Number No. 1 Manifold Body M x F 1 1 9 76-339-01 2 Potter Waterflow Switch # VSR-SF w/ 1'/l Paddle 1 1 2 H-416-02 H 416 3 1' Ball Valve F101 0 1 971-116-03 4 1' x Yz' x 1' Reducing Tee 1 0 H-469-100-050-100 5 1' Insp. Test & Drain Valve F202 w/'/i Test Orifice 1 0 971-122-04 6 Sight Glass M x F 1 0 H-418-100 7 '/l Water Pressure Gauge 0 1 971-118-02 7a '/� Water Pressure Gauge 1 0 971-118-01 8 '/i Pipe Plug 1 0 H450-025-000 9 '/� 3 -Way Globe Valve 1 0 971-119-01 10 '/� x 3' Nipple 1 0 H-459-025-30 11 1'x '/z' x 1' California Tee 0 1 976-385-01 12 '/i Pipe Plug 1 1 H450-050-000 13 1' Close Nipple 0 1 H-474-16 14 1' Ball Valve 1 0 971-121-01 15 1'/i Close Nipple 1 1 H-474-24 16 Tamper Switch (ULC only) 1 1 H-419-01 17 Label (ULC only) 1 1 976-343-01 3 .• • • Figure 4 11/2" Grooved Commercial Riser Manifold - Figure 513 For optional pressure relief valve, see Figure 10 (page 7) 1 Approximate Trimmed Weight -11.2 lbs. (5.1 Kg.) 13 The width of the Riser Manifold is approximately 31/2". Note: Items 12 & 13 are used on Manifolds for use in Canada Only. [..., [161 Figure 4 - Bill of Material Part 'Approximate thread tuber engagement.: Note: Values shown in 1%2 t3ruuveu uuIIII ululal nwcl No. Detail Description Req'd Nu No. 1 Manifold Body G x G 1 976 2 Potter Waterflow Switch # VSR-SF w/ 1'/; Paddle 1 H-416-02 3 1" Ball Valve F101 1 971-121-01 4 1" Insp. Test & Drain Valve F202 w/'/2" Test Orifice 1 971-122-04 5 Sight Glass M x F 1 H-418-100 6 ' Water Pressure Gauge /; 1 971-118-01 7 'A Pipe Plug 1 H-450-025-000 8 '/; 3 -Way Globe Valve 1 971-119-01 9 '/a ' x 3' Nipple 1 H-459-025-30 10 1' x' x 1' ReducingTee /i 1 H-469-100-050-100 11 '/z' Pipe Plug 1 H-450-050-000 12 Tamper Switch (ULC only) 1 H-419-01 13 Label (ULC only) 1 976 343 Ot Figure 5 2" Grooved Residential Riser Manifold Figure 513D/513R Reference Figures 5 and 6 Bill of Materials (page 5) For optional pressure relief valve, see Figure 10 (page 7) Approximate Trimmed Weight -11.0 lbs. (5.01<g.)The width of the Riser Manifold is approximately 3'/2". Note: Items 16 & 17 are used on Manifolds for use in Canada Only 13.00 [330.21 1a 2" Male x Groove Body Option 4 399 02 parenthesis are in millimeters 12.00PO4.81 5.441138-21 —1 toy V i u a 13.00 13 1330.21 ?�e� U� 14 FLOW r rb _ 4.50 [577.2.2] 2 [114.31 'Approximate thread engagement. Note: Values shown in parenthesis are in millimeters Figure 6 2", 2'/z", 3", 4", and 6" • Grooved Commercial Riser Manifold - Figure 513 For optional pressure relief valve, see Figure 10 (page 7) Approximate Weights and Dimensions of Trimmed n• mr-• Z• A• inrl Al r:mnuorl r.nmmercial Riser Manifolds .7 13.00 [330.21 stt } I L •.63t16i Approximate thread engagement. •' 13' is the take-out for all sizes 2' through 6' Figure 5 and 6 Bill of Material Note: Values shown in parenthesis are in millimeters ni i • n• �• ....a C• Moor RAnnifnIA e UIUUVOu, A B C D Appx. Width Weight Size Inches Inches Inches Inches Inches Lbs. Inches MM mm mm mm mm Kg. 4' Manifold Body Groove x Groove 17.13 0.88 12.88 5.25 3.50 13.5 2 135.0 22.2 327.0 .139.7 88.9 6.1 976-357-01 18.13 1.88 13.75 6.38 3.50 16.8 2'/z 460.4 47.6 349.3 155.6 88.9 7.6 Potter Waterflow Switch # VSC w/ 6' Paddle 18.13 1.88 14.38 6.25 3.50 18.7 3 460.4 47.6 365.1 158.8 88.9 8.5 971-121-03 20.00 3.75 17.38 8.38 4.50 32.7 4 ' 508.0 95.3 441.3 212.7 114.3 14.8 1' Sight Glass (2') 20.00 3.75 19.25 9.25 6.63 41.6 6 " 508.0 95.3 489.0 1 235.0 1 182.3 1 18.9 13.00 [330.21 stt } I L •.63t16i Approximate thread engagement. •' 13' is the take-out for all sizes 2' through 6' Figure 5 and 6 Bill of Material Note: Values shown in parenthesis are in millimeters ni i • n• �• ....a C• Moor RAnnifnIA e UIUUVOu, c I IlcaV cu AI-- un. , - •• , , -••- ---------- - - No. Part Detail Detail Req'd Number 2' Manifold Body Groove x Groove 1 976-254-01 2'/z' Manifold Body Groove x Groove 1 976-254-02 1 3' Manifold Body Groove x Groove 1 976-254-03 4' Manifold Body Groove x Groove 1 976-254-04 6' Manifold Body Groove x Groove 1 976-254-05 1a 2' Manifold Body Male x Groove 1 976-411-01 Potter Waterflow Switch #VSC w/ 2' Paddle 1 976-357-01 Potter Waterflow Switch # VSC w/ 2'/z' Paddle 1 976-357-02 2 Potter-'Waterflow Switch # VSC w/ 3' Paddle 1 976-357-03 PotteF•Waterflow Switch # VSC w/ 4' Paddle 1 976-357-04 Potter Waterflow Switch # VSC w/ 6' Paddle 1 976-357-05 1' Ball Valve F101 (2') 1 971-121-01 3 1 1'/. Ball Valve F101 (2'/i and 3') 1 971-121-02 2' Ball Valve F101 (4' and 6') 1 971-121-03 1' Insp. Test & Drain Valve F202 (2') w/'/i Test Orifice 1 971-122-04 4 1'/l Insp. Test & Drain Valve F202 (2'/i and 3') w/ 1/2* Test Orifice 1 971-122-05 2' Insp. Test & Drain Valve F202 (4' and 6') w/ 1/2* Test Orifice 1 971-122-06 1' Sight Glass (2') 1 H-418-100 5 1'/. Sight Glass (2'/2* and 3') 1 H-418-125 2' Sight Glass (4' and 6') 1 H-418-200 -971-118-01 6 ' Water Pressure Gauge /l 1 7 1/4* Pipe Plug 1 H-450-025-000 8 '/4' 3 -Way Globe Valve 1 971-119-01 9 '/i x 3' Nipple 1 H-459-025-30 10 1' Pipe Plug 1 H-450-100-000 1' x''/i x 1' Reducing Tee (21 1 H-469-100-050-100 11 1'/l x'/i x 1'/l Reducin Tee 2'/2' and 31 1 H-469-125-050-125 2' x'/i x 2' Reducing Tee (4' and 6') 1 H-469-200-050-200 12 '/2' Pipe Plug 1 H-450-050-000 13 1' x'/z' x 1' California Tee 1 976-385-01 14 1' Close Nipple 1 H-474-16 15 1' Ball Valve F101 1 971-116-03 16 Tamper Switch (ULC only) 1 H-419-01 El 17 Label (ULC only) 1 1 976-343-01 Note: Items 16 & 17 are used on Manifolds for use in Canada Only. 5 • i OJ�Go, Figure 7 Potter Waterflow Switch Terminal Connections Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. Figure 8 Potter Waterflow Switch Typical Electrical Connections Local Bell Transformer or Battery Powered Open on Alarm Close on �\ • Alarm Signaling Device Typical Switch Action Open onClose on Alarm • • Alarm Style B / Class B End of Line Resistor CKT.(see note) Open on Close on End of Line Alarm Alarm Resistor Supervised Loop (see note) To Additional From Open on Close on Devices or Control Alarm Alarm Return to Panel Control Note: For supervised circuits, see "Switch Terminal Conneetions° and caution note (above). The Model VSC and Model VSR-SF have two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operatea local audible or visual annunciator.; Testing: The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Tamper Switch Typical Electrical Connection Contacts S.P.D.T. (form C_J N.C. V Cam. Contacts shown with Cover in Place Contact Rating: 5A®125V AC N.O. 2.5A®30V DC • Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Place the switch assembly over the retard mounting tab. Replace the screw. 6 • • • Figure 10 Optional Pressure Relief Valve Grooved Commercial Trim - Figure 513 Relief Valve is factory set at 175psi (nonadjustable). Note: If the optional pressure relief kit is desired for Figures 3 and 4, an outlet on the riser must be provided, and the connection and material between the riser and the manifold will need to be supplied and fabricated by the installer. NORMALLY IN OJ PAN C Figure 10 - Bill of Material 0 1:,.i %Ml ICH 5® o= O gN FLOW NO0.MALL� A CLOSED Detail No. Part Number No. Req'd Part Number 1 90° Compression Fitting 2 H-475-050-038 2 '/z' Watts Pressure Relief Valve Model FP53L (UL, FM) 1 H-476-01 1' Tubing (2') 1 97.6-,419-01 3 Tubing (2'/z' and 3') 1 M-419-02 4057 Tubing (4' and 6') 1 976-419-03 4 1' x'/i Reducing Bushing 1 H-477-01 M = Male N.P.T. - F = Female N.P.T. G = Grooved Connection nnrinnni Fimlra 513 Pressure Relief Valve Kit Size Part Number 2' 4063 2'/z' and 3' 4072 4' and 6' 4073 Size Figure Part Number Size Figure Part Number 1' 513D, F x F (UL, FM)' 4067 2' 5130/513R, M x G (ULC) 4094 1' 513D, F x F (ULC) 4085 2' 513D/513R, G x G (UL, FM) 4059 1'/i 513D/513R, F x M (ULA FM) .: 4057 2' 5130/513R, G x G (ULC) 4093 1'/i 1 513D/513R, M x M (UL, FM) 4058 2' 513, G x G,'h' Test Orifice (UL, FM) 4060 1'/i 5130/513R, F x M (ULC) 4088 2' 513, G x G,'/i Test Orifice (ULC) 4090 1'/2' 513D/513R, M x M (ULC) 4089 2'/z' 513, G x G, 1/2* Test Orifice (UL, FM) 4061 1'/i 513, F x M'/i Test Orifice (UL, FM) 4055 2'/i 513, G x G, 1/2' Test Orifice (ULC) 4091 1'/i 513, M x M'/i Test Orifice (UL, FM) 4056 3' 513, G x G, 1/2' Test Orifice (UL, FM) 4062 1'/e' 513, F x M'/i Test Orifice (ULC) 4086 3' 513, G x G, 1/2' Test Orifice (ULC) 4092 1'/i 513, M x M'/z' Test Orifice (ULC) 4087 4' 513, G x G, 1/2* Test Orifice (UL, FM) 4065 1'/z' 513, G x G'/i Test Orifice (UL, FM) 4056G 4' 513, G x G, 1/2' Test Orifice (ULC) 4095 1'/i 513, G x G'/i Test Orifice (ULC) 4087G 6' 513, G x G, 1/2' Test Orifice (UL, FM) 4066 2' 513D/513R, M x G (UL; FM) 4064 6' 513, G x G, 1/2* Test Orifice (ULC) 4096 7 1 1 u • Ordering Procedure Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, style, and size. (see page 7 for figure and part numbers) Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network distribution centers. You may write directly or call 215-362-07004for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty - Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and ` components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (IH -1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. tL/GO FlowContfo/ Tyco Fire l Pidducts Products neither assumes, nor authorizes any person to ass -:me for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTYIS MADE IN LIEU OF ANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTAB/LITYAND FITNESS FOIE A PARTICULAR PURPOSE. Printed in U.S.A. 1-03 (.POTTERSELLS PBA -AC 8 PBD -DC UL Listed, FM Approved s izes AvaL-�3b]e: 6" (150mm), &' (200mm) and 10" (250mm) 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 (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoorapplications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES VOLTAGE MODEL No. _ STOCK HO. CURRENT TYPICAL d8 AT 10 Fr. MINIMUM d8 AT 10 FT. 6(150) 12VOC PBO126 1706012 .12A 85 76 8(200) 12VOC PBD129 1708012 .12A 90 76 10(250) 12VOC P801210 1710012 .12A 92 76 6(150) 24VDC PB0246 1706024 .06A 87 76 8 (200) 24VDC P80248 1708024 .06A 91 79 10 (250) 24VDC PSD2410 1710024 .06A 94 79 6(150) 24VAC PBA246 1806024 .17A 91 76 8(200) 24VAC PW48 1808024 .17A 94 76 10(250) 24VAC PBA2410 1810024 .17A 94 76 6(150) 120VAC PSA1206 1806120 .05A 92 82 8(200) 120VAC PBA1208 1808120 .05A 99 82 10(250) 120VAC PSA12010 1810120 .05A 99 85 Notes: 1. Minimum d6 ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. • Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146.4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001- REV P PAGE 1 OF 2 MFG. #5400 77 6- 3199 • (bP0PffER BELLS PBA -AC &PBD -DC FIG.1 BELLS. DIMENSIONS INCHES (mm) - ►12 11/16'F+ - I (68) I FIG...3 WC FM -1 FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) • I REO (IN) RED (OUT) 0 ` rROW CONTROL PANE TO Nt[T 6O.L OR OR [ri0-O��J+E PRECEDING ELL RESu�.R BLACK (IN) ° BUCK OUTS EM TTN. WHEN ELECTRICAL SUPEFMSIDN IS REMWED USE N AND OUT LEMS AS %". K 1�1 NOTES: 1. OBSERVE POLARITY TO MG D.C. B!t I c 2. RED WIRES POSITIVE (+) 3. BLACK WIRES NEGATIVE (-) DWG. #776-3 DWG. 1776-2 A.C. BELLS 3• (127) rnrt[ (N) "41Te (GVT) 0 FROM CONTROL PANEL OR PRECEDING BELL 00 ;CAUT * - ,WHEN ELECTRICAL SUPERNSON IS REQUIRED USE IN AND OUT LEMS AS SHOWN. NOTES: 1. WFEN USM A.C. BELLS. TERMINATE EALi1 EXTRA WIRE SEPARATELY MER LAST BELL 2. ENO -OF -UNE RESISTOR IS NOT REQUIRED ON A.C. BELLS. ti INSTALLATION 1. The bell should be mounted a minimum of 8 ft (2.4m) from the floor or as close to the ceiling as possible. 2. Remove the gong. = 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). 9 PRINTED IN USA MKT. #8850001 -REV P PAGE 2 OF 2 MFG. #54 00 776-3199 IOLCO INCORPORATED CORONA, CA (909)737-5599 Fig:.22. c Hanger For C.P.V.C. Plastic Pipe .Single Fastener Strap Type Size Range — 3/4 thru 2 inch C.P.V.C. pipe, Material— Carbon Steel, Pre -Galvanized. Function — Intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler -systems. The product acts as a hanger when tab is upward. and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam; but in this situation ads as a guide to the piping which is supported by the beam itself. It is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.0 Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but pan function as a restrainer to prevent the upward movement of the sprinkler head during activation. .Approvals — Underwriters' Laboratories Listed in the USA .'L) and Canada (cUL) to support fire sprinkler piping.- ..eets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features — Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design' protects C.P.V.C. pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw fumished with the product, this is the minimum size fastener acceptable. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Finish--Pre-Galvanized. Order By— Figure number ano C.P.V.C. pipe size. Note—Fastener into light gauge metal may be ordered separately. Minimum acceptable: #10 x V Hardened Self Threading screw with 5/16' hex washer head. Patent Pending 'i. C.P.V.C. A B C MAX. HANGER FASTENER HEX APPROX. PIPE SIZE SPACING (FT) HEAD SIZE WTJ100 3/4 2-7/16 1-5/16 1-3/16 5-12 5/16 9 -1 2-11/16 1-7/16 1-3/16 6 5/16 9 1-1/4 3-1/16 1-5/8 1-3/16 6-12 5/16 11 1-12 3-5/16 _ 1-3/4 1-3/16 7 5/16 12 2 3-3/4 2-1/8 1-3/16 8 5/16 15 Y24=, -40- - IOLCO INCORPORATED CORONA, CA (909)737-5599 Fig. 23 Hanger For C.P. V. C. Plastic Pipe Double Fastener Strap Type Size Range ='3/4 thru 2 inch C.P.V.C. pipe. Material –Caton Steel, Pce-Galvanized Function – Intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler syste'ms. Can be installed on the top or on the b6ttom of a beam. The Fig. 23 can also be installed on the side of a: beam. The Fig. 23 can. also function as:. a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals = Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the. requirements of N.F.P.A. 13,13R, and 13D. Features – Figure 23 incorporates features which protect the pipe and ease installation. The flared edge •design` protects the C.P.V.C. pipe from any rough ,'uface. It also incorporates snap restrainers allowing isier and faster installation. Easily attaches to .the building structure using the two UL Listed hex head self -threading screws" furnished with the product. Itis recommended. that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Finish—Pre-Galvanized. Order By– Figure number and C.P.V.C. pipe size. ' Patent Pending Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C.A B C MAX HANGER FASTENER HEX APPROX PIPE SIZE SPACING (FT) HEAD SIZE WTJ100 3/4- 3-1/8 1-9/16, 1-3/16 5-1/2 5/16 9 1 3-3/8 1-11/16 1-3/16 6 __ 5/16 9 .1-1/4 4-3/16 2-3132 1-3/16 6-12 5/16 11 1-12 4-7/16 2-7/32 1-3116 7 5/16 12 2 4-7/8 2-7/16 1-3/16 8 5/16 15 sago, —42- AOLCO INCORPORATED CORONA, CA (909)737-5599 Fig. 24 Hanger For C.P. V.C. Plastic Pipe �< <� Double Fastener Strap Type Side Mount Size Range – 3/4 thru 2 inch C.P.V.C. pipe. Material– Carbon Steel, Pre -Galvanized. Function _ Intended to perform as a hanger/restrainer to. support only C.P.V.C. piping used in automatic fire Sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P. A. 13,13R, and 13D. Features – Figure_ 24 incorporates features which protect the pipe and'ease installation. The flared edge design' protects the C.P.V.C. pipe from any rough surface. Easily attaches to the building structure using the two hex head self threading screws" furnished with �e product.a It is recommended that rechargeable •ctric drills' fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (su'ch as drive screws or nails) are allowed. Damage had been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Finish—Pre-Galvanized. - Order By– Figure number and C.P.V.C. pipe size. Patent Pending " Hardened hex head self threading screw is furnished with the product and Is the minimum fastener size acceptable. n A� _ C.P.V.C. = PIPE SIZE A B C MAX HANGER FASTENER HEX APPROX SPACING (FT) HEAD SIZE WTJ100 3/4 2-5/16 1-5/32 1-3/16 5-12 5/16 9 1 2-5/8 1-5/16 1-3/16 6 5/16 9 1-1/4 3 1-12 1-3/16 6-12 5/16 11 ' 1-1/2 3-1/4 1-5/8 1-3/16 7 5/16 12 2 3-11/16 1-27/32 1-3/J6 8 5/16 15 srz.r.�c r —43— 0 [7 • Job Nurrs-r: 858175001 HYDRAULIC CALCULATIONS Location: SCOT HOUGHTON HOME 4400 TAO WAY OROVILLE, CA. Job Number: 858175001 Design Area: .05/ 2 HEAD- Area #1 Date: 10/24/03 09:29:26 Design Data: Occupancy Classification: 13D -`2. A.S. CALC. Density: 0.05gpm/f,t2 Area of Application-: 166.00ft2 (Actual 166.49ft2) Coverage Per Sprinkler: 324.00ft2 Number of Sprinklers Calculated: 2 Outside Hose Streams: 5.00 Total Hose Streams: 5.00 Total Water Required: 39.04 Including hose streams Maximum Pressure Unbalance In Loops: 0.00 Volume of Water in Pipes: 12.63gal Maximum Velocity Above Ground: 11.31 between nodes 11 and 12 ,Available Supply Pressure(s): Required Safety Margin Supply node tag 1 0.00 - 33.50 -33.50 Name of Contractor: SimplexGrinnell Fire Protection Systems Address: 4650 Beliot Drive Sacramento, Ca. 95838 Designer: Russell Hoekstra State Certification/License Number: C-10 & C-16 802591 w COLA, Authority Having Jurisdiction: ti & 0 1997-2003, M.E.P.CAD, Inc. 10/24/03 09:29:27 ragc i • • Job Number: 858175001 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) (psi)' (gpm) (psi) (gpm) (psi) ---------------------------------------------------------------------------- 1 0.00 0.00 0.00 0.00 39.04 33.50 SUMMARY OF OUTFLOWING DEVICES ACTUAL MINIMUM DEVICE FLOW FLOW K—FACTOR PRESSURE DENSITY (gpm) (gpm) (Psi) (gPm/ft2) --------------------------------- SPR °101* 17.00 17.00 4.2 16:38 0.05gpm/ft2 SPR :102 17.04 17.00 4.2 1646 0.05gpm/ft2 * Most demanding'sprinkler. ti F 1997-2003, M.E.P.CAD, Inc. 1024/03 09:29:27 rage c i 7 • FITTINGS LEGEND ----------------- E Elbow T Tee L LongEl C CheckVly F BflyVly G GateVly A AlarmChk D DryPipeVly Q 45 -Elbow R TeeRun 0 Coupling W SwingChk V D1gVly s Strainer c FDC g Gauge: X Cross P Pumpaut r Press°Red B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn Job Number: 858175001• )97-2003, M.E.P.CAD,Inc. 10/24/03 09:29:27 ra�c NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) 10 9'-6 Elbow 27.78 11 9'-6 Elbow 25.11 12 9'-6 Tee 17.00 1 0'-0 Source 33.50 34.04 101 9'-0 K=4.2. 16.38 17.00 102 9'-0 K=4.2 16.46 17.04 L Job Nu-^.bcr: 858175001 >97-2003, M.E.P.CAD, Inc. 10/24/03 09:29:27 ragc 4 0 0 Job Nu:^�er: 858175001 HYDRAULIC ANALYSIS Pipe Type Diameter Flow velocity HWC Fric. Loss Length Eq. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Tot. Length DR 1.1090 17.00 5.65 C=150 0.04863 7'-2 10'-0 Pf Pe 0.83 -0.22 101 9'-0 17.00 4.2 16.38 K=4.2 12 9'-6 17.00Elbow 17'-2 Pv BL 1.1090 34.04 11.31 C=150 '0.17569 38'-2 8'-0 Pf Pe 8.11 12 9'-6 17.00 11 9'-6 25.11 Elbow 46'-2 Pv FM 1.4000 34.04 7.09 C=150- 0.05648 35'-314 12'-0 Pf Pe 2.67 11 9'-6 25.11 10 9'-6 27.78 2E 47'-3'1 Pv FR 1.3800. 34.04 7.30 C=120 .0..09154 9'-6 8'-0 Pf Pe 1.60 4.12 10 9'-6 27.78 1 0'-0 33.50 C= -0.64,G= -0.09,S 17'-6 Pv ••••• Route 1 ••••• DR 1.1090 17.04 5.66 C=150 0.04884 1'-6 14'-0 Pf Pe 0.76 -0.22 102 9'-0 17.04 4.2 16.46 K=4.2 12 9'-6 17.00 E,T 15'-6 Pv ••••• Route 2 ••••• Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant - Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe & 0 1997-2003, M.E.P.CAD, Inc. 10/24/U3 U9:292/ 0 Ilm • CL Job Ne^ Ser. 858175001 HYDRAULIC GRAPH I i i 050 100 150 200 250 300 350 400 450 500 Water flow, gpm 1997-2003, M.E.P.CAD, Inc. 10/24/03 09:29:28 Ya;e 6 i Job N;:,nber: 858175001 Up 4.04 Hydraulic Flow Diagram I I I 1 !----------' 1997-2003, M.E.P.CAD,Inc. 10/24/03 09:29:28 rage • 0 •. Job Nut -.h -r: 858175001 O 1997-2003, M.E.P.CAD, Inc. 10/24/03 09:29:28 rage a nib. a 61f'.11 .Wil , .I Ir. .,11111 i I 11/06/2003 THU 10:01 FAX 5308947798 UNITED RENTALS-CHICO-558 0 005/006 �l Horizontal Multi -Stage Y Jet Centri lager Pumps Centrifugal Performance - '� �fi t ad ke" 144 °� aill .��f� i 1 Cr• �I {1071:; Dotted tines indicate performance reduction at high suction lift. 1 tis 1 1 I1 L T f Kg• P 07 and .let not required for Shallow wClli 41 (int ! ���j 1 � installations. 49i A-\. ' \' • t r N(ITE: Pumps installed with a CON AIRE6 Wk 1 2s mQuirs a 1009 relief valve. Pumps in9ialied with a Conventional tank require a 750 relief valve. Relief valve Must De 01)2ble of relieving entire flow of PUP at relief pressure. ye .a sv r° i CA$AC41117.S. 91"JWIC K" WNUTE pump Performance - centrifugal Application Discharge Pressure PSI Shut 01t Press. Total 20 30 40 50 60 Pressure CaL Switch Suct. Ca aril Gallons Per Minute PSI HP NO, Setting Litt Fl. P Y Y 50 5 19:0 14.0 8.5 10 18.0 13.0 7.0 . 46 46 1!2 HMSC 20-40 15 17.V 11.5 5-5 -- 20 16.3 10.5 4.0 t ' 25 14.5. 9.0 2.0 42 5 34.0 28.5 22.0 13:5 60.5 10 32.7 27.0 20.0 11.5 5$,5 W 314 HM50 30-50 15 31.0 25-5 18.5 9.0 56.5 . 20 29.5 24.5 17.0 6.5 54 --- 25 24.5 1 2215 15.0 52 5 40 3 5 31.0 10 43.3 31 .5 29.5 20.5 7.0 63 60.5. TtiMSTE'30-50 15 42.0 1 35.0 27.5 15 5 20 39.3 33,5 25.8 2S 34.0 31-0 23.5 12.5 5 57.0 50.5 48.0 34.5 23:U 70 10 55.0 49.1 di_0 .32.0 20.0 68 1-112 HMSF 30-50 i5 53.047.5 39.3 29.5 12.0 63.5 20 50,7_ 45.5 37.5 27 5 61.C: 25 42.0. 40.a 35.5. 25.0. 2 STA-RffE. Built On Commitment. !9rr1A-Prrf-:* 5 Nr 5C -OU El W/ � L� roti �� i �. IIECO >: POM F'• UJOW Horizontal Multi -Stage JetlC entrifu al Pumps +tT r .• tSti. Lbs. Pkg. 107 Feaitures Required for ALL Q u-• Automatic Pressure Regulator pipe plug and deep welt installations. Faster -acting and quieter, design compression Elting. eliminates "huntin!f for correct drive pressure. New improved stem and guide are precisely molded to assure efficient, trouble-free performance on 1$ . • „�� all deep wells. See ordering \ �• t , '; information (Deep Well only). Quality construction - Close- grained cast iron pump body is _ rugged, one-piece unit, specially " �'� „ .. •. i` treated to resist corrosion-. Drain port .. z.�, provicled for easy winterizing - Precision -machined Diffusers — assure faster priming. Mothanical Shaft Seal -Precision NMS Series pumps are available in centrifugal (to 25 ft.) to provide a lapped and night' polished carbon - 1/2, 314, 3 and 1-112 HP models fora wide range: of applications in deep wide range of high pressure pumping capabilities... with heads ceramic, stainless steel construction. Internal design guarant¢es continuous or shallow wells. In shallow wells (to to 167 feet. --capacities to 62 GPM. water lubrication for maximum f!.), self-prinirg jet Pumps deNelop pressung exceeding 60 PST App[iGatiOII protection.25 Lexan Impellers - precision molded and offer capacities to 57 GPM. Water systems ands sprinkling for p for palled balance, and ansmooth for highest performance and Deep ria 1 applications accom• modate (to J60 ft.) single or double homes, farms. and cottages efficiency. Motor Windings - Superior insulation -2", 3" and 4" " V pipe i d�� a to r f al s materials protect against excessive piping. These develop �1t0+sto t 30 PSI and. otter eapoetties to 26 Body - one-piece rugged cast iron moisture and motor contaminants to ensure prolmged mo y GPM. Trouble-free automatic Pump and.motor shaft -stainless Dustproof Cover - All electrical pressure regulator is avalrable for steel components ars protected from dirt, ,deep welt applications, Pump may also be operated as a self -priming Impeller- Lexan"' Diffuser - corroslon-resistant cmt Iron dust a proof cast and insects by al dustnot canopy. Ventilating air cannot contaminate vital switching Ordering t of d r m a�-14 n components: This eliminates the most common cause of motor failure. s:sicG P. -Ps T� S _ + - - -- Circ Apprax. - , Balanced Motor �- Rotor is dig cast Linder hi h ressures for uniform P RP NO. Stir - .rir. •• Dkrl., <'rt,r,a irc.ti~gc htt.Lbs.9 parfonnance and greater efficiency, 1/2 NMSC 1-1/4" 1 ° 1 ^ 2 115/230 46 dynamically balanced. 314 HMSD 1 114" 1" 2 115/230 bQ Heavy-duty Bell Bearings - 1 HMSE 1-1/4- 1" 1" 2 115/230 80 Shielded, permanently lubricated 2 115/230 85 bearings are extensively tested to AUTOMATIC PRESSURE REGULATOR - DEEP WELL ensure extended life and smooth, quiet operation. Pump and Motor Shaft -• One piece threaded shaft for positive impeller drive and alignment. Shaft is stainless steel for maximum corrosion resistance. Order purtrp and prcsaure regtll8tor it required, from prdetinp ittl®TmaliOn tablc5 abOv@- �Laxan is a registered Ir3demark of G9ncr9l A let PXI(3f7e and the automatic pressure regulator describ:d above, are required an all deep well Electrio Co. invallation:. 8001900E j3 a0=0T 11H.I, t:OOZ/90/TT SSS-ODIHa-S•It'.LN32I tI3ZIl�i11 861LD680CS Xl' p tSti. Lbs. Pkg. 107 Regui,1tor, tubing, Required for ALL Q pipe plug and deep welt installations. compression Elting. quiet operation. Pump and Motor Shaft -• One piece threaded shaft for positive impeller drive and alignment. Shaft is stainless steel for maximum corrosion resistance. Order purtrp and prcsaure regtll8tor it required, from prdetinp ittl®TmaliOn tablc5 abOv@- �Laxan is a registered Ir3demark of G9ncr9l A let PXI(3f7e and the automatic pressure regulator describ:d above, are required an all deep well Electrio Co. invallation:. 8001900E j3 a0=0T 11H.I, t:OOZ/90/TT SSS-ODIHa-S•It'.LN32I tI3ZIl�i11 861LD680CS Xl' p 11/06/2003 THU 10:01 FAX 5308997798 UNITED RENTALS-CHICO-556 446' 1 tf t PrAOmed hi/se /OCoJ/pry J 1. pe,age !/961) i% r '3r i W t?� 5CiU rich J �I 1 1 i� �i r d=7 _PLOT pLAA1 Ho ScoJe 004/006 N HOUSE FOR SCOT AND PAMMA HOUGHTOM QUICK RESPONSE UPRIGHT PILOT HEAD - r-rrr%r— nr.%n rti rrir r- 1-% I 1^ 11 /1 r%r r- A /^II AIr1T /'IAA K -FACTOR, 1/2" ORIF. 1/2" NPT., 155 deg. WHITE, WHITE. (TYPICAL) Section Detail SCALE.• 1/4 "=1'-0" 11/4" RISER LOCATION (SEE DETAIL) WIRED BY OTHERS 1/4" 300 psi GAUGE 3/4" BALL VALVE ----, 3/4" TEST AND DRAIN VALVE 1/4" PL/_ UG POTTER WATERFLOW SWITCH # VSR-SF w/ 21" PADDLE 1" CENTRAL FIG # 513 D THREADED RESIDENTIAL RISER MANIFLOLD FALL CONCEALED PIPING TO IBE 1" 10 'CENTRAL' "BlazeMaster" CPVC. HANG CPVC PIPING ON TOP OF BLAZEMASTER CPVC BOTTOM CHORD OF WOOD TRUSS. TO SYSTEM (TYPICAL) 71 TYCO PENDENT FIRE SPIRNKLER. SERIES LFII RESIDENTIAL. 4.9 K -FACTOR, 1/2" ORIF. 1/2" NPT., —4-/155 deg. WHITE, WHITE. (TYPICAL) 1 " Ready Riser -w/ I" Test & Drain Va.- Water Flow Switch- & Pressure Gage \ 1 " Flex Cplg. 0 It 10" Electric Bell on J Q J IMPORTANT Hanger No. 16W 1 " Flex Cplg. i In localities subject to freezing conditions, it is the owner's responsibility to provide heat Pipe Strap Pipe Strap throughout wet pipe sprinkler system areas and in enclosure for dry pipe sprinkler deluge Wood Screw #12 x 1 Y." CPVC PIPE and other type of valve controlling water supplies to sprinkler system: UNDERGROUND WATER MAINS \ \ Wood Screw #12 x 1'A" TOLCO CPVC PIPE CPVC PIPE STRAP 1 L -i LJ BACKFILL the same be returned to SimplexGrinnell upon request; all information herein contained WIRING TOLCO 22 CPVC P PEI TRAP shall be treated as secret, and confidential; no reproduction of this drawing or any part PAINTING W a thereof shall be made without written consent of SimplexGrinnell Wood Joist or Beam Base Of Riser @ O'6" AFF o Created by the Grinnell Design System, "All rights reserved ". 1/4" 300 psi GAUGE 3/4" BALL VALVE ----, 3/4" TEST AND DRAIN VALVE 1/4" PL/_ UG POTTER WATERFLOW SWITCH # VSR-SF w/ 21" PADDLE 1" CENTRAL FIG # 513 D THREADED RESIDENTIAL RISER MANIFLOLD FALL CONCEALED PIPING TO IBE 1" 10 'CENTRAL' "BlazeMaster" CPVC. HANG CPVC PIPING ON TOP OF BLAZEMASTER CPVC BOTTOM CHORD OF WOOD TRUSS. TO SYSTEM (TYPICAL) 71 TYCO PENDENT FIRE SPIRNKLER. SERIES LFII RESIDENTIAL. 4.9 K -FACTOR, 1/2" ORIF. 1/2" NPT., —4-/155 deg. WHITE, WHITE. (TYPICAL) 1 " Ready Riser -w/ I" Test & Drain Va.- Water Flow Switch- & Pressure Gage \ 1 " Flex Cplg. 0 It 10" Electric Bell on J Q J IMPORTANT Hanger No. 09W 1 " Flex Cplg. i In localities subject to freezing conditions, it is the owner's responsibility to provide heat ITEM G.F.P.S. Pipe Strap throughout wet pipe sprinkler system areas and in enclosure for dry pipe sprinkler deluge STREET WATER CONNECTION CPVC PIPE and other type of valve controlling water supplies to sprinkler system: UNDERGROUND WATER MAINS U Wood Screw #12 x 1'A" TOLCO FIG 23 CPVC PIPE STRAP 1 L -i LJ BACKFILL the same be returned to SimplexGrinnell upon request; all information herein contained WIRING shall be treated as secret, and confidential; no reproduction of this drawing or any part PAINTING W a thereof shall be made without written consent of SimplexGrinnell Base Of Riser @ O'6" AFF o Created by the Grinnell Design System, "All rights reserved ". Copyright by Grinnell Corporation 1990. Wood Joist or Beam 1/4" 300 psi GAUGE 3/4" BALL VALVE ----, 3/4" TEST AND DRAIN VALVE 1/4" PL/_ UG POTTER WATERFLOW SWITCH # VSR-SF w/ 21" PADDLE 1" CENTRAL FIG # 513 D THREADED RESIDENTIAL RISER MANIFLOLD FALL CONCEALED PIPING TO IBE 1" 10 'CENTRAL' "BlazeMaster" CPVC. HANG CPVC PIPING ON TOP OF BLAZEMASTER CPVC BOTTOM CHORD OF WOOD TRUSS. TO SYSTEM (TYPICAL) 71 TYCO PENDENT FIRE SPIRNKLER. SERIES LFII RESIDENTIAL. 4.9 K -FACTOR, 1/2" ORIF. 1/2" NPT., —4-/155 deg. WHITE, WHITE. (TYPICAL) 1 " Ready Riser -w/ I" Test & Drain Va.- Water Flow Switch- & Pressure Gage \ 1 " Flex Cplg. 0 It 10" Electric Bell on J Q J IMPORTANT CONTRACT RESPONSIBILITIE 1 " Flex Cplg. i In localities subject to freezing conditions, it is the owner's responsibility to provide heat ITEM G.F.P.S. throughout wet pipe sprinkler system areas and in enclosure for dry pipe sprinkler deluge STREET WATER CONNECTION TO DOMESTIC and other type of valve controlling water supplies to sprinkler system: UNDERGROUND WATER MAINS U This drawing and information and design application herein contained is the property of EXCAVTION 1 SimplexGrinnell LP. and/ or its subsidiaries and is loaned upon express conditions that BACKFILL the same be returned to SimplexGrinnell upon request; all information herein contained WIRING shall be treated as secret, and confidential; no reproduction of this drawing or any part PAINTING W a thereof shall be made without written consent of SimplexGrinnell Base Of Riser @ O'6" AFF o Created by the Grinnell Design System, "All rights reserved ". Copyright by Grinnell Corporation 1990. 11/4" Butterball Valve 1/4" 300 psi GAUGE 3/4" BALL VALVE ----, 3/4" TEST AND DRAIN VALVE 1/4" PL/_ UG POTTER WATERFLOW SWITCH # VSR-SF w/ 21" PADDLE 1" CENTRAL FIG # 513 D THREADED RESIDENTIAL RISER MANIFLOLD FALL CONCEALED PIPING TO IBE 1" 10 'CENTRAL' "BlazeMaster" CPVC. HANG CPVC PIPING ON TOP OF BLAZEMASTER CPVC BOTTOM CHORD OF WOOD TRUSS. TO SYSTEM (TYPICAL) 71 TYCO PENDENT FIRE SPIRNKLER. SERIES LFII RESIDENTIAL. 4.9 K -FACTOR, 1/2" ORIF. 1/2" NPT., —4-/155 deg. WHITE, WHITE. (TYPICAL) 1 " Ready Riser -w/ I" Test & Drain Va.- Water Flow Switch- & Pressure Gage \ 1 " Flex Cplg. 0 It 10" Electric Bell on J Q A.S. NOT REQUIRED. r $._9 M $�_9 _ Closet area does not exceed 24 sq. ft. 0 CLOSET * and the least dimension does not exceed GREAT ROOM 3 ft. and is surfaced with noncombustible 9'-0"CLG. PATIO and/or limited Combustible materials. Per C r oQ C4 NFPA 13, 1999 Edtion (Sec. 5-13.9.2) NOTES: N \ , BATH ry r is NDER55sQ.F . _ CLOSET * Q�O� FIRE SPIRNKLER SYSTEM DESIGN, MATERIALS, INSTALLATION 9'-0" CLG. PER NFPA 13D. 1999 ED. 1 10'-0 8'-3 10'-4 7'-6 6'-8 �} SPRINKLER SPACING TO BE A MAXIMUM OF 18'-0" BETWEEN c c 101 SPRINKLER HEADS, MINIMUM 8'-0" BETWEEN SPRINKLERS. 102 ' moo,' MASTER cBCTH ~ I RISER PIPING TO BE SHEDULE 40 GALVANIZED PIPE OR TYPE CLOSET BE9'-0" °LG 4 COPPER TUBING PER NFPA 13. 9'-0" CLG. CONCEALED PIPING AND FITTINGS TO BE CENTRAL "BlazeMaster" 4'-9 6'-3 3'-5 2'-9 V-2 10'-4 4'-10 2'4 2'4 4'-0 7'-6 CPVC PLASTIC PER NFPA 13. PATIO FREEZE PROTECTION PROVIDED BY OTHERS WHERE NECESSARY, NOT IN CONTRACT. PIPE LENGTHS SHOWN ON PLAN ARE CENTER TO CENTER. A MAXIMUM HANGER SPACING FOR CPVC PIPE IS 6-0" O.C. FOR 1", QUICK RESPONSE UPRIGHT PILOT HEAD - 6'-6" O.C. FOR 1 1/4", T-0" O.C. FOR 1 1/2" AND 8'-0" O.C. FOR 2". 13 D - 2. A.S. CALC, FIRE SPRINKLER. 1/211 ORIF., 1/2" NPT., 200 deg. BRASS. _ OWNER TO PROVIDE AT LEAST , 39.04 GPM @'33.50 P.S.I.. y.,... t �. FOR 7 MINUTES MIN. �{ PER NFPA '13D 1999 - ,� �. Fire Sprinkler Pi in Plan jt SCALE: 114'=1'-0NO. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN 1Q " SCALE: two Scot Houghton - Home AS NOTED DRAWN BY: Fire & 4400 Tao Way R. HOEKSTRA System Riser SYMBOLS Post indicator SPRINKLERS- tyco -LF11 RESIDENTIAL ABBREVIATIONS SYSTEM TYPE Security Chico, California DATE: <m� WET X DELUGE 10/24103 Gate Valve-N.R.S.(GV) BOB Bottom EL% OTHER 22 Hydraulic Reference Point Fire Dept. Conn.(Sidewalk)(FDC) TYPE ORIFICE TEMP FINISH CANOPY SYMBOL QTY. Q / BOD Bottom of Deck #10 Line Designation OS&Y Gate Valve (OS&Y) rr o DRY PREACTION F� N S/MPLEXGR/NNELL LP CHECKED BY: X q�5� � Fire Dept. Residential 7/16 / 4.9K 155 White Recessed White • 19 BOP Bottom"r Pipe DESCRIPTION: FIRE SPRINKLER PIPING PLAN *Iq q CL of Pipe Below Bottom of Deck Fire Dept.Conn.(Flush) (FDC) E== Butterfly Valve 18x18'Max DO Deo T. L. X Q SYSTEM DESIGN DATA Pendent HV Ho'seValve APPROVALS LA S FICAT HAZARD THESE PLANS PREPARED AT: �� m —ti 4650 BELOIT DRIVE *d"�� CL of Pipe Above Ref. Plane VY Fire Hydrant (3 Way) �+ Alarm Valve (ALV) NdC Nipple and Cap #A Main Designation Fire Hose Assembly (see notes) Dry Pipe Valve NIC NotinContrad pp CLASSIFICATION: RESIDENTIAL SYSTEM AREA: 2,380s .ft. X 9� � NTS Nd toscaie � ,C7 SACRAMENTO, CA. SACRAMENTO j `� Earthquake Bracing: 2&4 Way —� Thrust Block osd Open Bar Joist OUT IN (916) 283-0300 DENSITY: .05 SQ.FT./PER SSP: 18x18 X Wafer Check Valve �'� ENGINEERING DEPARTMENT �L Hanger CH Test and Drain Valve PRV Pressure Red. Valve El FAX (916) 920-2777 AREA OF APP: 2 HEAD HOSE ALLOWANCE: 5 X (HIGH) LOW) Elevation Change in Pipe g Globe Valve Swing Check Valve SPRINKLERS - tyco - TY FRB RM Roof Manifold qn IN TOTAL SYSTEM �� (not thru floor) � LICENSE NO. DRAWING NO. SP standpipe l7� REQUIREMENTS: 39.04 GPM. @ 33.50 PSI. @ NODE 10 SRC �® Screwed Cap GRV. Shotgun 90 Check Valve o 0 1 roe Top of Beam ❑ 802591 �[ Flow switch (Fs) QR -UPRIGHT 1/2 / 5.6K 200 BRASS NIA S �' WATER SUPPLY INFO: Static: N/A Resid.: N/A @ N/A GPM 8257 r� Grooved Cap Detector Check TOP Top or Pipe our IN %`� ❑M Monitor Switch %r Test taken @: N/A �dn Screwed Plug �in Grooved Coupling (GC) ros Top El C PROJECT NO. Electric Bell 20 UON Unless OtherwiseNoied OUT IN OF CP Union Screwed Flanged Connection TOTAL: By: N/A 858175001 Water Motor Gong (WMG) Date: N/A Time: A rox. n/a I i II➢ I I I I J 1 " Flex Cplg. i 1 %" Check Va. = TO DOMESTIC U (BY OTHERS) 1 � 0'-0" Fin. Grade Q W a Base Of Riser @ O'6" AFF o 11/4" Butterball Valve W Q. DOMESTIC UG. FEED (BY OTHERS) = A.S. NOT REQUIRED. Riser Detail Bathroom area does not exceed 55 sq. ft. SCALE: 1/2"=1'-0" and is surfaced with noncombustible and/or limited combustible materials. Per NFPA 13, 1999 Edtion (Sec. 5-13.9.1) A.S. NOT REQUIRED. r $._9 M $�_9 _ Closet area does not exceed 24 sq. ft. 0 CLOSET * and the least dimension does not exceed GREAT ROOM 3 ft. and is surfaced with noncombustible 9'-0"CLG. PATIO and/or limited Combustible materials. Per C r oQ C4 NFPA 13, 1999 Edtion (Sec. 5-13.9.2) NOTES: N \ , BATH ry r is NDER55sQ.F . _ CLOSET * Q�O� FIRE SPIRNKLER SYSTEM DESIGN, MATERIALS, INSTALLATION 9'-0" CLG. PER NFPA 13D. 1999 ED. 1 10'-0 8'-3 10'-4 7'-6 6'-8 �} SPRINKLER SPACING TO BE A MAXIMUM OF 18'-0" BETWEEN c c 101 SPRINKLER HEADS, MINIMUM 8'-0" BETWEEN SPRINKLERS. 102 ' moo,' MASTER cBCTH ~ I RISER PIPING TO BE SHEDULE 40 GALVANIZED PIPE OR TYPE CLOSET BE9'-0" °LG 4 COPPER TUBING PER NFPA 13. 9'-0" CLG. CONCEALED PIPING AND FITTINGS TO BE CENTRAL "BlazeMaster" 4'-9 6'-3 3'-5 2'-9 V-2 10'-4 4'-10 2'4 2'4 4'-0 7'-6 CPVC PLASTIC PER NFPA 13. PATIO FREEZE PROTECTION PROVIDED BY OTHERS WHERE NECESSARY, NOT IN CONTRACT. PIPE LENGTHS SHOWN ON PLAN ARE CENTER TO CENTER. A MAXIMUM HANGER SPACING FOR CPVC PIPE IS 6-0" O.C. FOR 1", QUICK RESPONSE UPRIGHT PILOT HEAD - 6'-6" O.C. FOR 1 1/4", T-0" O.C. FOR 1 1/2" AND 8'-0" O.C. FOR 2". 13 D - 2. A.S. CALC, FIRE SPRINKLER. 1/211 ORIF., 1/2" NPT., 200 deg. BRASS. _ OWNER TO PROVIDE AT LEAST , 39.04 GPM @'33.50 P.S.I.. y.,... t �. FOR 7 MINUTES MIN. �{ PER NFPA '13D 1999 - ,� �. Fire Sprinkler Pi in Plan jt SCALE: 114'=1'-0NO. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN 1Q " SCALE: two Scot Houghton - Home AS NOTED DRAWN BY: Fire & 4400 Tao Way R. HOEKSTRA System Riser SYMBOLS Post indicator SPRINKLERS- tyco -LF11 RESIDENTIAL ABBREVIATIONS SYSTEM TYPE Security Chico, California DATE: <m� WET X DELUGE 10/24103 Gate Valve-N.R.S.(GV) BOB Bottom EL% OTHER 22 Hydraulic Reference Point Fire Dept. Conn.(Sidewalk)(FDC) TYPE ORIFICE TEMP FINISH CANOPY SYMBOL QTY. Q / BOD Bottom of Deck #10 Line Designation OS&Y Gate Valve (OS&Y) rr o DRY PREACTION F� N S/MPLEXGR/NNELL LP CHECKED BY: X q�5� � Fire Dept. Residential 7/16 / 4.9K 155 White Recessed White • 19 BOP Bottom"r Pipe DESCRIPTION: FIRE SPRINKLER PIPING PLAN *Iq q CL of Pipe Below Bottom of Deck Fire Dept.Conn.(Flush) (FDC) E== Butterfly Valve 18x18'Max DO Deo T. L. X Q SYSTEM DESIGN DATA Pendent HV Ho'seValve APPROVALS LA S FICAT HAZARD THESE PLANS PREPARED AT: �� m —ti 4650 BELOIT DRIVE *d"�� CL of Pipe Above Ref. Plane VY Fire Hydrant (3 Way) �+ Alarm Valve (ALV) NdC Nipple and Cap #A Main Designation Fire Hose Assembly (see notes) Dry Pipe Valve NIC NotinContrad pp CLASSIFICATION: RESIDENTIAL SYSTEM AREA: 2,380s .ft. X 9� � NTS Nd toscaie � ,C7 SACRAMENTO, CA. SACRAMENTO j `� Earthquake Bracing: 2&4 Way —� Thrust Block osd Open Bar Joist OUT IN (916) 283-0300 DENSITY: .05 SQ.FT./PER SSP: 18x18 X Wafer Check Valve �'� ENGINEERING DEPARTMENT �L Hanger CH Test and Drain Valve PRV Pressure Red. Valve El FAX (916) 920-2777 AREA OF APP: 2 HEAD HOSE ALLOWANCE: 5 X (HIGH) LOW) Elevation Change in Pipe g Globe Valve Swing Check Valve SPRINKLERS - tyco - TY FRB RM Roof Manifold qn IN TOTAL SYSTEM �� (not thru floor) � LICENSE NO. DRAWING NO. SP standpipe l7� REQUIREMENTS: 39.04 GPM. @ 33.50 PSI. @ NODE 10 SRC �® Screwed Cap GRV. Shotgun 90 Check Valve o 0 1 roe Top of Beam ❑ 802591 �[ Flow switch (Fs) QR -UPRIGHT 1/2 / 5.6K 200 BRASS NIA S �' WATER SUPPLY INFO: Static: N/A Resid.: N/A @ N/A GPM 8257 r� Grooved Cap Detector Check TOP Top or Pipe our IN %`� ❑M Monitor Switch %r Test taken @: N/A �dn Screwed Plug �in Grooved Coupling (GC) ros Top El C PROJECT NO. Electric Bell 20 UON Unless OtherwiseNoied OUT IN OF CP Union Screwed Flanged Connection TOTAL: By: N/A 858175001 Water Motor Gong (WMG) Date: N/A Time: A rox. n/a I i II➢ I I I I Jill I 1 --L-L�jjI L" re"M p p 0 p - I on Too Way loot locoffon I b4� 17Ft WM ka t9 toy 10 Prop" One ENVIRONMENTAL HEALTH JAN 0 6 2004 PLOT PLAN 7 COUNTY CENTER DRIVE No Scale TE I REVISION DESCRIPTION I BY JAPPROV gg Too Way loot locoffon I b4� 17Ft WM ka t9 toy 10 Prop" One ENVIRONMENTAL HEALTH JAN 0 6 2004 PLOT PLAN 7 COUNTY CENTER DRIVE No Scale TE I REVISION DESCRIPTION I BY JAPPROV