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HomeMy WebLinkAbout030-250-058NOTES RESIDENTIAL PERMIT NC—C3-0 -25 __:=_ 463-3735 ROBISON, JAY 1.515 LUDS WAY, OROVILLE CONT: BILL TROUDY GARAGE ADDITION SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB F I N A L E D (D Signature CHECKED BY J=OK 0 = Not OK . = NotReadyabte DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special,MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. 7. Well Clearance & Disconnect B. 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector - 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 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 • � w 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-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric B. 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 - =Not AAppplicable . = Not Ready RESIDENTIAL Date UND LOOR (Plans) OK except #'s Date Zo ' g -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors Date 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-Ya•d Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance- klaterial-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation (Single & Duplex) Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors 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 -Na I 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 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 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 -L ghts & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 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 Al -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 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 71. Fireplace or Stove, Clearance -Hearth 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 ❑ Yes _ 83. Following Instld./Drive O Yes D No/Walks 0 Yes O 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: II COUNTY OF BUTTE - DEPARTMENT O"M965 NT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, • Telephone (530) 538-7541 PERMIT NO. (ReJ.12/9siAPPLIC PERMIT d� - 7� ASSESSOR PARCEL NUMBER .030-250-058 ZONING AR10 BUILDING PERMIT OWNER JAY AND RAY ROBISON 343-8070 TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1339 ARBUTUS AVE CHICO CA 95926 24-3 U 4374.00 CONTRACTOR'S NAME _BILL TROUDY 624-3228 TELEPHONE CONTRACTORS MAIUNG ADDRESS 29 PORCHLIGHT COURTC CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 4-174- ARCHITECT OR ENGINEER LICENSE NO. f Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46-RO BUILDING ADDRESS XU 515 LUDS WAY OROVITLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )1 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 ❑ AdditionRemodel 13Utilities ❑ Installation ❑ Other ❑ Describe work: ARAGE ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR UES Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penaly of perjury that I am licensed under provisions of Chapter 9 (commencing on with Section 7000) on Business anof Division 3 of the d Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO 3.5QFT: 8.50 NEW CONST. O CIRCUITS NON -RE NS RANCH @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES BAL @',SO OR Ex. Occup. ops Rr�sID.) EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 28,50 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp sation i ranee car ier d policy number are: Carrier Policy Numberv ti (The above sections need not be completed if the permit is for wor of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provision f section 3700 of the Labor Code, I shall forthwith com wose prov' I s. �yof X Date _/� f��423 Signature of Ap cant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ obile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 167.30 HAZ. D. FEES IMP FLO D cDF PARC pD HD ISSUE This permit is hereby issued under the the Butte County Code and/or indicated above for which fees have B Of PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. ate Date Receipt No. WHITE-D.D.S.-B.D. CANA Y -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Piot Plan AtlecMd Flnar Plan Attached Sant to B.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Wv I � Lz,--, -t-) (,u L Owner Lo ation AP# Plan Approved for: Sewage Dispos Water upply: Public Private Well` Clearance for dwelling. Other I Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 -� "73,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 OWNEk' �k-,,b9SG!� JG7u t� 7� l �/I ASSESSOR PARCEL NUMBER (J��'J �o�V� �(Jy O Proposed Building Use: r!%�Cl �f° �, /Q Counter Technician: Date: - l� 11 Items required in order to apply f�r a permit. All boxes MUST be checked OR marked NA in order to apply. Site plans, 3 or 4 sets, signed by the preparer of the plans. '12. Complete plans, 3 or 4 sets, signed by the preparer of the plans. o 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other ainmg items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Cont-ol Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. , ❑ 22. City of Chico Plumbing permit........................................................................ ,t- ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. Y` ❑ 24. Planning approval (A) Use: 6)C (B)Parking: (C) Parcel Check: 12-- 12- •� ❑, 25. Contact Lanc Development about _ Improvements, _ Drainage ........ 0 ................. 26. NPDES Form.........................................:................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre-Inspecticn for required....... ❑ 29. Contractor's icense information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... El 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: _ ❑ 39. Other: When issued TelephoneS % T6,ve-I <' and hold for pickup. I have been informed of the abo ee irk to and requirennents for obtaining a building permit. Applicant: `-�=-� Date: j� 1. Index permit application for the above items 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, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: / Date: Note transfer by: Date: -O Yellow: Building Division COUNTY OF BUTTE - DEPARTMENT OF D kA M T SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Cali r965 • Telephone (530) 538-75,4 ), I IPERMIT;3 f2 S (Rev.12/96) APPLICATI D PERMIT ASSESSOR PARCELNUMBER C Z BUILDINGPERMIT J T ONE SO. FT. OCC. BUILDING VALUATION OWNER ' OWNERS MAI G AQD SS _ } /�� An � GO 1 NSTRUCTON UMER ( / v Fireplace NDERS MAIUNG ADDRESS • Total Valuation $ � d cHrrECT OR ENGINEER LICENSE NO. Alin Fee $ 20.00 Permit Fee $ ou CNREOT OR ENGWEWS M UNG ADDRESS . Plan CheckingFee $ BUMMING ADDRESS / U r„rr - Energy Pian Checking Fee $ $ PERMIT FEE $ LOT N0.. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat um water heater 23.00 SF ❑ Duplex ❑ Mobiiehome ❑ Other Water piping 15.00 SPEC" Each gas water heater or vent 15.00 ' TYPE OF WORK Gas piping stem 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ U6116es ❑ Installation ❑ Other ❑ Building sewer 1 15.00 ' Mobile Home S G W @20.00 Describe Work: PERMIT FEE S Q �O ,� - ELECTRICAL PERMIT Filing Fee 20.00 1 OV LESS ' Main Service 2 23.00 Main Service 200A TO I 00 46.00 CONST. DwELLeaG OCCUP. 3.50 =NEW , 56 OR ADDNS. ACC. BLDS. raw OUEST1I.DE.r @7.50 $ NONa61D.' OU,0. .MUPERMIT CEA ExO=p. OUTLET OR FwruREs @ q OMUL.TF ®APPUISOR Ex. Occup. 5.00 'RA $ Temporary Service 23.0� Mobile Home Facilities 1 20.00 Wisc. Wirings 1 23.00 SHERIFF $ PERMIT FEE $ S MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heating Cooling Hood 6.50 $ Ventilation PERMIT FEI_ S Mobile Home Installation Fee $ Energy Inspection Fee $ ccc CONST. WPE TOTAL FEE $ ` r7 NAZ 0. FEES r/1 CDF P ND ISSUE AMOUNT RECEIVED $ f 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. DATE RECEIVED /� "`/J -0,_1 By Date DCrCIPT 1i PERMIT EXPIRES ON National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: LO�ag_ 3 f7 By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more 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 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02/03 . SITE PLAN REVIEW APPLICATION Date: AP# — 2_50— ® S Permit Number (if applicable) D d } 80 APPLICANT INFORMATION Parcel Size: 10 J '3 A Owners Name: Owners Address: `�3 1 AQ93 V Ty rj Ave, Gli) Go c A 'q59-2- Qt 592 Qt Telephone No.: 22 L_) 3 — 8070 X22 Situs Address:1�VgJ'S (�i,) o(2JV 1 L,L.6 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date�i— 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: • Flood Panel No.: 09 6C)C--, Index Date: 6_8_ 43 b ❑ 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/Mulberry (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: P R —.1 Lg 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 S- D t, Side O Side Street Rear 1 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 F . ------------------------------------- Subdivision'Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * 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 ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ 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: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: H) &H S / Map Date of Recording: I o — Z-)— 9 9 Lot: % ❑ Use Permit/Minor Use Permit Permit Number: Book: ) 3 S Page: y S IL17 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 19 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. E Page 4 of 5 0 y. . : Job Name: robison BRIG X -LOC REACT SIZE REQ•D 1 0- 2-12 1164 S.SO' 1.50' 2 20- 0.4 1164 5.50' 1.50' TC FORCE AXL BND CSI 1-2 -1596 0.02 0.19 0.20 2-3 -1431 0.02 0.19 0.20 3.4 -1431 0.02 0.19 0.20 4.5 -1596 0.02 0.19 0.20 BC FORCE IUD_ BND C51 6-7 1371 0.14 0.23 0.37 7-8 917 0.09 0.23 0.32 8.9 917 0.09 0.23 0.32 9.10 1371 0.14 0.23 0.37 WEB FORCE CSI WEB FORCE CSI 2-7 -293 0.0-9 546 0.22 3-7 546 0.22.9 -I93 0.06 MAX DEFLECTION (span) : 1/999 IN MEM 7-1 JL ) L- -0.04' D- -0.08 To -0.13' TC 2X4 DFL #11 a Btr. BC 2X4 DFL I 1 S Blo. WEB 2X4 DFL STANDARD PLATE VALUES PER ICSO RESEARCH REPORT # 1607. Loaded for 10 PSF Ion -concurrent BOLL TRUSWA ® SYSTEMS 4445 Northpark Dr. Coto Springs, CO 80907 TrusPlus 6.0 Ver: T6.3.9 Truss ID: G2 Plating spec ' ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each beartng. PLATING.BASED ON GREEN LUMBER VALUES. L 10-1-8 b 10-1-8 1 2 3 4 5, 6.00 -6.00 5-6 6 rfir designed using the Bldg Enclosed = Yes Truss location = End Zone Hurricane/Ocean Line w No, - Bldg Length a 90.00 f , Bldg Width x"20,25 ft Mean roof height . 11.77 R mph . 80 UBC 9a1111ard OmrparlcY, Dead Load - 26.0 psf 20 3-0 8 7 8 9 101 Z 0-4-3 Truswdl Systems Plates are 20 ga. unless shown by'18-(18 ga.),'H'(16 ga.), or'MX'(TWMX 20 ga.), positioned per Joint Detft Report - - Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plaids (or staple). WAKIV/NURead all notes oq this sheet and give a copy of it to the Erecting Contractor. This design Is for an I divldua building component not truss "V. It hes been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional oo: racy. olmenslonsare to be verged by the component mamdacturer andto building designer prim to faariMlon. The euadnng designer must aswriaeh that the bads Wgimd on this design meal or axcead the baciffg Imposed by ft local bu8ding code and the particular appactshon. The design assumes that the top ctnad is I,eiary braced by to roof or now sheathint; and ft bottom chord is laterally braced by a dgd shesaft material directly 9tlached. Wass otherwba noted ITrocig sthown b for lateral strPOon of cornponeres mortars only to reduce buck' length. This per rVow . "rot be placed In curry envlronment mal wi cause Oro moisture mnterd of the wood to exceed 19% andbr cause connector plate corrosion. Fa dcats, name. Istae and brace Oft tons In accordance with 'JOINT DETAILS' by Trww il.'ANSVTR 1, WTCA V -Wood Truss Co u of America Surtlad Dastgl Respona beaim HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' { W &91) and T1ti91 SUMMARY SKEET' by TPI. The Truss Plate Institute (TPI) is located at D'Orordo Drive. Madison, Wisconsin 53718. The Amed:on Forest 04 Paper Associaon (AFPA) n bcaled at 1111 lath Street, NW, Ste 800, Washington, DC 20136. 6-4-11 SHIP Cust: da WO: Dr(ve_C_robison_L00005JO00l11 Dsgnr: me #LC = 14 WT: 117# TC Live 16.00 psf Durfacs L=1.25 P=1.15 TC Dead 16.00 psf Rep Mbr 8nd 1.15 BC Live 0.00 psf O.CSpadng 2- 0.0 BC Dead 16.00 psf Design Spec UBC -97 TOTAL 48.00 psf DEF.Ratlo: L/360 TC: L/360 Job Name: robison IRG X -LOC REACT SIZE REgD, 1 D- 2.12 1164 5.SW 1.50- 2 20- 0- 4 1164 SSW 1.50 - TC FORCE AXL OND CSI 1-2 -1596 0.02 0.19 0.20 2-3 -1431 0.02 0.19 0.20 3-4 -1431 0.02 0.19 0.20 4-5 -1596 0.02 0.19 0.20 BC FORCE AXL OND CSI 6-7 1371 0.14 0.23 0.37 7-8 917, 0.09 0.23 0.32 8.9 917 0.09 0.23 0.32 9-10 1371 0.14 0.23 0.37 WEB FORCE CSI WEB FORCE CSI 2-7 -293 0.1111,11 546 0.22 3-7 546 0.22-9 -293 0.06 -0.13' TC 20 DFL f 1 6 Stir.SC 2x4 DFL s 1 a Bir. WEB 20 DFL STANDARD PLATE VALUES PER ICSO RESEARCH REPORT 111607. Loaded for 10 PSF non-0oricurrent BCLL Truss ID: G2 Plating spec: ANSVMI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY an the truss material at each bearing PLATING.BASED ON GREEN LUMBER VALUES. r 10-1-8 r 10-1-8 1 1 2 3 4 5� 6.00 6.00 5-6 6 ThBtruss IS designed using the UBC -97 Code. Y Trim lootorl =E d Zane HwTkane/Ocean Line a NO , RAI MIean engt h- 00.0 u'ne�gE�dth - RA rt UBC Standard ft 80 Ooalpancy, Dead load = 26.0 psf &.U- 2030 1r 6 7 8 9 10 T- 04-3 04-3 6-4-11 SHIP Truswal Systems Plates are 20 ga. unless shown by'l8'(18 ga.). *W(16 ga.). or'MX'(TVIIMX 20 ga.), positioned per Joint Detain Report. Ceded plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plain (or slaple). �/`' 5/ WARNINGRead all notes oq this sheet and give a copy of it to the Erecting Contractor. Cust: da sots design is for an individual b ild p component r,a tm s dW. n nos hese eased m gmcftati ce worwed by lna Wmp�m manufacturer WO: Drtve_C robison_L00005,00001 aro done in accordance with the curiae versions of TPI aro AFPA design standards. No mspantoimy, Is assameo for dimensional accuracy. Dsgnr: MmmvWnsare to be yenned by UN component mamdactuter wxM bua9ng design« prior to rabkalbn. The bultlbng design must ascedaln that RIC #LC o 14 Wr: 117# TRUs WA the bads Wound on this Cosign mea «exceed ere loading Imposed by rine local hulloing bode and the padicid appkabon. The design assumes TC LNe 16.00 psf DurFals L=1.25 P=1.15 Unat Una lop orad b laterallybraced DY the roe «IloOr aMatnxp end Ire Dothan clnom 4 laterally braced by a rigidstnearhbng metedd directly odes ou awisa r am eranng snwm b r« uaerel sopor a son p«nen+s mambos oar m remKe hx" Ierotn. The crnoaroa . TC Dead 16.00 psf Rep Mbr 8nd 1.15 ®SYSTEMS "not be pled In any anWonnbnt 9hal wm cam the maln,m Cadent a 1M wood to exceed 19% ardW cam connector m plate m>:lon. Fabrleats; handle. Dwtaa brace N Truawat.'ANSYTPI 1, WTCA 1' Truss Couned BC Live o.00 psf O.C.Spadng 2- 0.0 4445 Nodhp9rk Dr. trusacc«dance won JOINT DETAILS! by -Wood and 11as s Colo Spdnas. CO 80007 a America Standard Design Respontibia*%-,MMtNG WSTALLNG AND BRACING METAL PLATE CONNECTED WOOD TRUSSES BC Dead 16.00 psf Design Spec UBC -97 TrtisPlus 6.0 Ver: T6.3.9 {We -g1) and 10691 SUMMARY SNEET by TPI. The Trm Plate Insmwe (TPII b located at D'Onof io Drive. Madison, Wboonstn 53719. The American Forest Paye/ and Assodatpn (AFPA) is located at 1111 lath SUeol. NW. Ste 900• Wash ngu n. DC 20039. TOTAL 48.00 pSIF DEF.Rato: V360 TC: L/360 Job Name: robison BRIG X -LOC REACT 512E REQ'D 1 0.2-12 1164 5.50' 1.50' 2 20-0-4 1164 5.50' 1.50' TC FORCE AXL BND CSI 1-2 -1S% 0.02 0.19 0.20 2-3 -1431 0.02 0.19 0.20 3-4 -1431 0.02 0.19 0.20 4-S -!S% 0.02 0.19 0.20 BC FORCE AXL BUD CSI 6-7 1371 0.14 0.23 0.37 7-8 917 0.09 0.23 0.32 B-9 917 0.09 0.23 0.32 9-10 1371 0.14 0.23 0.37 WEB FORCE CSI WEB FORCE CSI 2-7 -293 0.01~9 S46 0.22 3-7 546 0.249 -293 0.06 MAX DFRECTION ) L1999 IN MEM 7-B rL1VE) Lw -0.04' D- -0.08 Te, -0.13' TC 2x4 DFL 01 a Btr. BC 20 DFL t 1 Q Btr. WEB 2x4 DFL STANDARD PLATE VALUES PER ICSO RESEARCH REPORT f 1607. Loaded far 10 PSF non-oonctirrent BCU_ 5.4-15 S 0-4-3 TRUSWA ® SYSTEMS 4445 Northpark Dr. Colo Springs, CO 80807 TrusPlus 6.0 Ver: T6.3.9 Truss ID: G2 PlaU �c ' ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearriInngg PLATING.BASED ON GREEN LUMBEZALUES. l 10-1-8 L 10-1-8 1 1 2 3 4 5 6.00 6.00 5-6 This truss Is designed using ft UBC -97 Cade Bldg Enclosed Yes Truss locatkxl =End Zone HurrkanelOcean Une w No 1VIdth , - B Bldg Leh o 90.00 ft, BId0Mean =20.25 R Usta�idaht n 11.77 R, mph So Daupnncy, Dead Load a 26.0 psf c.rr 1-0 l 20-3-0 6 7 8 9 10 Tnlswal Systerns Plates are 20 Oa. unless shown by "18"(18 ga.).'H'(16 ga.). or'MX'(TWMX 20 gaJ, positioned per Joint Details Repel Ceded plates and false frame plates are positioned as sham above. SNR gable stud plates to avoid overlap with structural plates (or staple). WAKIWIV U Read all notes o"/,(� this sheet and give a copy of /t to the Erecting Contractor, This design b for an I divdual buaEuhg mmponemd buss syslertl tl 11a$ been based on specifications ptovgg0 by the mmpomnl manufactuav and done in ecmrdancoe wah the mored versbm of TPI and AFPA design slandards. No fe3ponsibiNy is assumed for dimensional accuracy. Dbronsbnsate to be edied by the aomponad manhdaclum anW ev buiWYg des4w prior to tabtkalton. Tire building des;Ww rtwet asoedein that tae bads Lftmd m tNs design meal or e,zmd tae badbg hnpose0 by the local budding code NO the pariicutar application. The design assmres MW the by I- ' I Is UterWy braced by hire mot or floor aheathep and Ithe bdtom Chord Is laterally brand by a dgW atrealf V material direaly lidac hed. unless otherwise noted. araebg sown b for lateral suppon d components members only to reduce budding length. TMs conWari MA not be placed In any envimnnhed teat will cause ire moisture mreed of the wood to exceed 19% and/or cause come" pate eonesion. FaOncaW. hiindle. ahYar and breve the lass In acomdance wsh 'JOINT DETAILS by Truswwai. *ANSVIP1 11, WTCA 1•-Wooa Truss CamCd of America Shard" Design nespomibiWies "ANDUNG INSTALLt1A"i AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' ima•9f) wd TU&91 summARY SHEET by TPI. The Tnua Plate Ins1RUK (TPI) is located d DOWtio Odm. Madison. Wisconsin 53719. The Amploan For" and Paper AEwcialon (AFPA) is located al 1111 f 91h Street. NW. Ste 1100. W asIftton, DC 20036. 2 0.4-3 6 Cust: da W0: Orive_C robison_L000p5,00001 Dsgnr: me #LC = 14 WT: 117# TC Live 16.00 psf Durfacs L=1.25 P=1.15 TC Dead 16.00. psf Rep Mbr end 1.15 BC L1ve 0.00 psf O.C.Spadng 2- 0- 0 BC Dead 16.00 psf Design Spec UBC -97 TOTAL 48.00 psf DEF.Ratlo: LIM TC: IJ360 Job Name: robison 3RG X -LOC REACT SIZE REgD 1 0.2-12 1164 S.So' 1.SW 2 20.0.4 1164 S.50' 1.S0' TC FORCE AXL BND CSI 1-2 -1596 0.02 0.19 0.20 2-3 -1431 0.02 0.19 0.20 3.4 -1431 0.02 0.19 0.20 4-5 -1596 0.02 0.19 0.20 BC FORCE AXL BND CSI 6-7 1371 0.140!.230!.37 7-8 917 0.09 23 32 8-9 917 0.09 0.23 0.32 9-10 1371 0.14 0.23 0.37 WEB FORCE CSL WEB FORCE CSI 2-7 -293 0AW9 S46 0.22 3-7 546 0.22.9 -293 0.06 -0.13' TC 2x4 DFL #I & Stir. BC 2x4 DFL #I a SO. WEB 2x4 DFL STANDARD PLATE VALUES PER ICBO RESEARCH REPORT # 1607. Loaded for 10 PSF non -concurrent BCII.- 5-4-15 2 0-4-3 Truss ID: G2 Plating spec • ANSVTPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearing. PLATING. BASED ON GREEN WMBERVALUES. 1 10-1-8 1 10-1-8 1 1 2 3 4 1 6.00 -0.00 5-6 6 U%BC�7 C desI9ned Listing the Bldg Enclosed = Yes Truss Location = End Zone �p �p�p�y Bldg two - 90.0C R, B�Idp 5th 0 � B Mean R mM - BO ZS R UBC Standard Occupancy, panty, Dead load = 26.0 ors/ r 1 20-3-0 6 7 8 9 10 - Truswal Systems Plates are 20 ga. unless shown by'18'(18 ga.).'W(16 ga.). or'MX'(TWMX 20 ga.). positioned per Joint Details Report. . #LC = 14 Wr: 117# Girded plates and false hams plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plaks (or staple). 16.00 psf WAR Read all notes og this sheet and give a copy of /t to the Erecting Contractor. DUrfacs L=1.25 P=1.15 Tho design is for an edivlduat &Wd.p component not truss sysIV. It has been based on slosaicafions p vvKm by the component manwactmar 16.00 psf and done in aaardar" wird the once* versions of TPI and AFPA design wardards. No mspons my is assumed for dimensional acamacy. Rep WOW 1.15 to be verified by the conVoreM mamdactlua andfor building dta igrer p W to fabrication. The balding designer mug ascertain Nal f*,SWAI Ne loads utllimd on hip dei iyr meM or emceed the loading imposes by the local buildup code and the particular application. The design assumes O.C.Spadng 2- 0- 0 that the lop chord is laterally braced by the ma or (how sheat" and the bottom chord is Laterally braced by a do sheathing material directly 16.00 psf . Wilass ckhol wise nd0 I BramV shown is for LaWal support M owgiorlents mwnbm only to reduce butl ing WVA. This cornponom ® SYSTEMS "not be Placed N any awtra n and that w4 cause the mo4ture wMeM OINe wood to exmd hex atdfal catrm cwmctw plate mrosion. 4445 Northpark Dr. Fabricate, handle. hYaa aro brim Of truss N accordance wsh 'JOINT DETAILS' by Tnmval.'ANSVfPI 1. WTCA I' -Wood Truss Council Colo Springs. CO 80907 M America Standard Oeso Resporm0 u ee 11ANOLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' INS -91) and 198.91 SUMMARY SLEET by TPI. The TNss Plate Insidwe (TPI) is located M D'Onotno OMB. Madison. Wisconsin 53719. TrIisPlus 6.0 Ver: T6.3.9 The Mwlcan Fong and Papa Assoaatcn (AFPA) is located at 1111 191h Street. NW. Ste 900. W ashupton, DC 20036. 0-4-3 6-4-11 SHIP Cust: da WO: Drive_C_robison L00005.)00001 Dsgnr: me #LC = 14 Wr: 117# TC Live 16.00 psf DUrfacs L=1.25 P=1.15 TC Dead 16.00 psf Rep WOW 1.15 BC Live 0.00 psf O.C.Spadng 2- 0- 0 BC Dead 16.00 psf Design Spec UBC -97 TOTAL 48.00 psf DEF -Ratio: L/360 TC: L/360 ^.1 Job Name: robison BRG X -OC REACT SIZE REQD 1 D- 2-12 1164 5.50. 1.50' 2 20- 0- 4 1164 5.50' 1.50' TC FORCE AXL BND CSI 1-2 -1596 0.02 0.19 0.20 2-3 -1431 0.02 0.19 0.20 3-4 -1431 0.02 0.19 0.20 4-5 -1596 0.02 0.19 0.20 BC FORCE AXL BND CSI 6.7 1371 0.14 0.23 0.37 7-8 917 0.09 0.23 0.32 8-9 917 0.09 0.23 0.32 9-10 1371 0.14 0.23 0.37 WEB FORCE CSI WEB FORCE CSI 2-7 -293 0AW9 546 0.22 3-7 546 0.212.9 -293 0.06 MAX DEFLECTION 1./999 IN MEM 7-8 � ) L- -0.04' D- -0.08 T- -0.1.3' TC 2x4 DFL 118 Btr. BC 2x4 DFL f 1 a Btr. WEB 2X4 DFL STANDARD PLATE VALUES PER IC80 RESEARCH REPORT if 1607. Loaded for 10 PSF ran -cont urent BCU - 5.4-15 2 0-4-3 TRUSWA ® SYSTEMS 4445 tYorthpark a. Coto Ap ngs. CO 80807 TrusPl11s 6.0 Ver: T6.3.9 Truss ID: G2 Plating Spec • ANSVTPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearfng. PLATING BASED ON GREEN LUMBERVALUES. I L 10-1-8 t 10-1-8 1 1 2 3 4 5 6.00 TO -0- M. MY: This UM designed USC -97 cod,_ using me 1 Bldg Enclosed = Yes Truss Location = End Zane Hurrlcareir0oean Une = No , e Bldg Length a 90.00 ft, i"EW Ci -eU72 5 R mean roof height = UBC rd Ocnr 11.77 a mph 80 parity, Dead Load = 26.0 psi 1-0 I 20-3-0 1--1 B 7 8 9 10 2 0.4-3 6-4-11 SHIP Truswal Systems Plates are 20 ga. unless shown by'18'(18 ga.).'W(16 gaJ, or'MX'(TWMX 20 gaJ, positioned per Joint Details Report - . - - ■� - Cirded plates and false frame plates are positioned as shown above. Stuff gable stud plates to avoid overlap with str Mural plates (or staple). 8125/03 WARNINGRead all notes or-jf this sheet and give a copy of it to the Erecting Contractor. Cust: da Thu design isr« an individualtmAd ng convor.M nd buss systdm: b has been basad on specd"ions Poaoaa o„ the bomponod m ,daaure, W0: Dtive_C_robisort_L00005jOOWi . and done In accordance with the current versions of TPI aro AFPA design standards. No responsibility Is asu~ for airnensonal accuracy. n�.,. Dsgnr: Oimm�sionsate lo be verdied by the mnponent mandacturer ardrbr buBdlog designer prier to fabrication. The building designer must ascertain that DTC #L:C = 14 WT: the loads utAwd on go design treat or exceed the loading errpose' w the local bulling code and the particular application. The design emotes TC live 16.00 p5f Dlufacs L=1.25 P=1.15 that end top ftnard bibilaterallyaNrp ally braces by the rad or noor cheand the bosom rmd b lateray braced by a rigid shealNng matelot direaN 4gaaned. unless odwwise noted. A w it p srown is_ror wtaal support d co rporre,ds mwnoas ody to reWN audit ng WVh. This cotnporem TC Dead 16.00 psf Rep Mbr Bnd 1.15 shall not be placed in sty o wwamm mar we carie the moisture coned of the wood to exceed lex and/or cause connector plate corrosion. Fabridale. 'JOINT Tnrswar.'ANSerP0 1'. WTCA ,'"Wood Tnw co BC live 0.psf 00 OX-Spadrlg 2- D- 0 handle. it%" and brace Oft truss, in accords ce with DETAILS' by oWd d Artrrka Stan010 Desityt ResponsiAleieA HANDLING INSTALLING ANO SRAGNG METAL PLATE CONNECTED WOOD TRUSSES' BC Dead 16.00 psf Design SpeC UBC -97 {NI&gl) arld W &gt SUMMARY SHEET by TPI. The Tnm Plate hnstude (TPI) Is located at D Drano Odie• Madison, Wisconsin 53719. The American Forest and Papa Association (AFPA) is located at 1111 191h Street. NW. Ste 900. Washington, OC 20039. TOTAL 48.00 psf DEF.Rado: L/360 TC: L/3& 11711 Job Name: robison BRIG X -LOC REACT SIZE REQ'D 1 0.2-12 1164 5.50• I.SO• 2 20.0.4 1164 5.50' I.SO' TC FORCE AXL BND C51 1-2 -1596 0.02 0.19 0.20 2-3 -1431 0:1111100:20 3.4 -1431 0020. 9 20 4-5 -15% 0.02 0.19 0.20 BC FORCE AXL OND CSI 6-7 13710!.14 0.230!.37 7-8 917 0.09 0.23 0.32 8-9 917 0.09 0.23 0.32 9.10 1371 0.14 0.23 0.37 WEB FORCE C51 WEB FORCE CSI 2-7 -293 0.C&9 S46 0.22 3-7 546 0.20-9 -293 0.06 TC 20 OFL f 1 6 Bill. SC 2x4 DFL i I& Btr. WEB 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT # 1607. loaded for 10 PSF non-CorncufTent BCLL. Truss ID: G2 Plan• ANSI/iPI - 1995 THISGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY on the truss material at each bearing PLATING. BASED ON GREEN LUMBER VALUES. t 10-1-8 I 10-1-8 t T 1 2 3 4 5, 6.D0 -6.00 5.6 6 This Code�� using the Truss = End Zane HurtICBrWOoaan Une = NO , = 9 Bldg Length = 90.00 R, Bldg Wldtlt =DNA R Mean UBC Standard height - 11.77 R, mph So Occupancy, Dead LOW = 26.0 pst 0-4-3 6-4-11 SHIP Cust: da W0: Drive Cjobison L00D05_100001 Dsgnr. me Truswal Systerns Plates are 20 ga. unless shown by'18'(18 ga.)."H'(16 ga.). or'MX'(TWMX 20 ga.). positioned per Joint Details Report. #LC = 14 '�", WT: 1175 Girded plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 16.00 psf WARNINGRead all notes ori this sheet and give a copy of It to the Erecting Contractor. Durfacs L=1.25 P=1.15 TNa deslpn is for at i ndnedum buiding component net buss systlVV II has teen based on Specifications provided by the component manufacturer 16.00 psf and done in accordance with Ile caront msions of TPI and AFPA design standards. No respons"o Is assumed for dwrwm *nal acooacy. Rep Mbr 8nd 1.15 Dimensionsam b be wend ed by the Component manWaaWlnp um ardlor tluidesigner prior b fabrication. The must ascertain mascertain mal 1 _ /A� WA d on dttspn most or exceed thew IM ultdin9 w to unposed local tcode and IM Pmlw the bads uNimflus ttar apdirallon. The design assumes Jthat gn by cards laterally brand by the mW or Ibor sheathing and the bottom rJnN a tateraay braced by a dod shealhup material dueaN .TRU - I / ■ Stuitthedunisseeitterwisenol BramV ao" a for WtarA WPPW d W mpwWs mambas oruy to reduce Wckift WVh. This cwnpomM . ® SYSTEMS that wY cam molstrd e centers the wo00 to mceed 19% andcum /or connecter plate corrosion. "fiie °o1 be placed b any er-Wri ant ve t 4445 Northpark Dr. Farlrme. hada. Install aro brace tea sum In accrdaixe with 'JOINT DETAILS'by rnnwal.'ANsutw 1'. WTCA 1• -Wood Taus Cpmcil Colo Springs, CO 80907 d AmeAca SeMad DeaW r Respoeddelsies, 11ANDLu+G INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES - Trps tIS 6.0 Ver: T6.3.9 {H11141) and 19691 SUMMITRY SKEET by TPI. The Tnrsa Plate Inststne (TPI) Is located at 00notho Oahe, Madison. Wisconsin 53719. The American Fred ail Paper Association (AFPA) Is located at 11 I I tan Seeei, NW. se 800, Washington. DC 20036. 0-4-3 6-4-11 SHIP Cust: da W0: Drive Cjobison L00D05_100001 Dsgnr. me #LC = 14 '�", WT: 1175 TC Lure 16.00 psf Durfacs L=1.25 P=1.15 TC Dead 16.00 psf Rep Mbr 8nd 1.15 BC Live 0.00 psf O.CSpadng 2- 0- 0 BC Dead 16.00 psf Design Spec UBC -97 TOTAL 48.00 psf DEF.Ratto: L/360 TC: L/360 F CAPSTONE Engineering 467 East 2"d Avenue - Chico, CA 95928 - (530) 591-7258 Structural Calculations Job # 2003.001 Robison Residence Lot #7 Luds Way O rov i I I e, CA Section: Page # Project Layout 1 Gravity Loads 2 Lateral Analysis L1 — L6 Beam Analysis Bl — B3 Footing Analysis Fl — F2 Revision Summary: Rev. 0 06/13/03 Initial Issue Rev. 1 11/30/03 Garage addition CAPSTONE Engineering 467 East 2"d Avenue - Chico, CA 95928 - (530) 591-7258 Structural Calculations Criteria Project: Robison Residence Job #: 2003.001 Owner: Kay & Jay Cody Robison Loaction: Lot #7 Luds Way, Oroville, CA Date: June 13, 2003 Code: Unifrom Building Code, 1997 Edition. Code Enforcement: Butte County Building Department Project Layout Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: Sp Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. Engineer of record has reviewed the truss design and calculations from Design Assistance. for the above residence. The layout and design are in agreement with the structural package. Capstone Engineering does not represent that these calcultions or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Capstone Engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies -0• ' Beam I ' I U U oN O irn ui d U) O —Q z r m rn D � z >- rn r r Uirn L > Ui :K f P, # N O - O WtOt'',, O z O � O r O 4 LO 0 6/13/2003 - Lateral Analysis -Robison Res. - Job 2003.001 Page 2 Gravity Loads: Roof Dead Load 1/2 Ply 2.4 psf Slope = Comp Roofing 5.0 psf 6 Framing 3.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf . Misc. 1.9 psf ota (sloped) ps ota oriz psf ota(axial) ps Roof Live Load IlConstruction 16. g ps Roof Dead Load 1/2 Ply 2.4 psf Slope= Comp Roofing 5.0 psf 3 Framing 1.0 psf to Misc. 1.3 psf 12 ota (sloped) ps ota oriz ps ota axia ps Roof Live Load VC3nstruction zu.0 ps Wall Dead Load HardiBord Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf 111 I otal 13. ps Wall Dead Load 2x4 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota ps Copyright 2001 - Spyder Software 11/30/2003 - Lateral Analysis -Robison Res. - Job 2003.001 Page LA Wind Loads -- Method 1 Wind Speed: 80 mph Exposure: C p= Ce•Cq•gs•I where; Ce = 1.06 @ 0 to 15' IWW OLW IWR OWR OLR OPR Ce = 1.13 @ 15 to 20' P= 13.9 8.7 5.21 15.6 12.2 12.2 1 psf - @ 0 to 15' Ce = 1.19 @ 20 to 25' P= 14.8 9.3 5.61 16.7 13.0 13.0 psf - @ 15 to 20' Ce = 1.23 @ 25 to 30' P= 15.6 9.8 5.9 17.6 13.7 13.7psf-@20to25' Ce= 1.31 @30 to 40' p= 16.1 10.1 6.1 18.2 14.1 14.1 psf @ 25 to 30' Ce = 1.43 @ 40 to 60' p= 17.2 10.7 6.4 19.3 15.0 15.0 psf - @ 30 to 40' Cq = 0.8 (IWW) Inward @ Windward Wall p= 18.8 11.7 7.0 21.1 16.4 16.4 psf- @ 40 to 60' Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 16.4 psf = i Importance Factor Roof Slope = 6 Rise to 12 Horiz. Wind Loading' Tributary Normal Resultant Horizontal @ Roof - Wall Lines 1-4, A -D Area Pressure Force 4.50 feet @ 13.9 psf = 63 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.5 feet 0.00 feet @ 14.8 psf = 0 lbs. (IWW) @15 to 20' Uplift Pressure = 12.2 psf 4.50 feet @ 8.7 psf = 39 lbs. (OLW) @ 0 to 15' 8.50 feet @ 5.2 psf = 44 lbs. (IWR) @ 0 to 15' 8.50 feet @ 12.2 psf = 103 lbs. (OLR) @ 0 to 15' Fp = 1 249 plf - horiz. Copyright 200 / - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. - )ob 2003.001 Page L2 - 1997 Z 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.574 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*1)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 17.5 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 1750 ft` T = 0.171 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 70.00 feet of Roof @ 18.00 psf Wall Lines 1-2 9.00 feet of Ext. Wall @ 13.00 psf 18.00 feet of Int. Wall @ 8.00 psf V 24Y p - horiz. ULT p - horiz.W/5 (ULT/l.d Seismic Roof Loading Tributary Weights = 44.00 feet of Roof @ 18.00 psf Wall Lines 2-4 9.00 feet of Ext. Wall @ 13.00 psf 9.00 feet of Int. Wall @ 8.00 psf V 161 pit - honz. ULT 1 15 p - horiz. Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 18.00 psf North of Wall Line 1 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 74 p - horiz. ULT p - honz. Seismic Roof Loading Tributary Weights = 44.00 feet of Roof @ 18.00 psf South of Wall Line 4 0.00 feet of Ext. Wali @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 13U p - horiz. U LT YJ p - horiz. Seismic Roof Loading Tributary Weights = 76.50 feet of Roof @ 10.00 psf East of Wall Line A 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 125 p=- riz. ULT pit - honz. Copyright 200/ - SpyderSoRware 11/30/2003 - Lateral Analysis - Robison Res. - job 2003.001 Page_q Seismic Roof Loading Tributary Weights = 76.50 feet of Roof @ 18.00 psf Wall Lines A -B 9.00 feet of Ext. Wall @ 13.00 psf 18.00 feet of Int. Wall @ 8.00 psf V Z68 p - honz. LILT IYI p - honz. Seismic Roof Loading Tributary Weights = 24.50 feet of Roof @ 18.00 psf Wall Lines B -D 9.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 91 p - horiz. LILT p - onz. Seismic Roof Loading Tributary Weights = 51.25 feet of Roof @ 10.00 psf West of Wall Line B 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 84 p - horiz. ULT 60 p - horiz. Copyright 2001 - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. - )ob 2003.001 Page Copyr/ght 2001 - Spyder Software Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 -North Side 6.00 53 0 0.32 0.00 Seismic Controls 1 -South Side 9.50 178 249 1.69 2.37 Wind Controls 2 -North Side 9.50 178 249 1.69 2.37 Wind Controls 2 -South Side 14.00 115 249 1.61 3.49 Wind Controls 3 -North Side 14.00 IIS 249 1.61 3.49 Wind Controls 3 -South Side 7.75 115 249 0.89 1.93 Wind Controls 4 -North Side 7.75 115 249 0.89 1.93 Wind Controls 4 -South Side 6.00 93 0 0.56 0.00 Seismic Controls A -East Side 6.00 89 0 0.54 0.00 Seismic Controls A -West Side 13.25 191 249 2.54 3.31 Wind Controls B -East Side 13.25 191 249 2.54 3.31 Wind Controls B -(between 1-2) 10.00 65 249 0.65 2.49 Wind Controls B -(between 2-4) 6.00 60 0 0.36 0.00 Seismic Controls C -East Side 10.00 65 249 0.65 2.49 Wind Controls C -West Side 6.00 65 249 0.39 1.50 Wind Controls D 6.00 65 249 0.39 1.50 Wind Controls Copyr/ght 2001 - Spyder Software 11/30/2003 - Lateral Analysis -Robison Res. - job 2003.001 1 n Level (UBCSecdon 1630.1) . 4.00 East West Direction: Story Shear 9.24 kips 5.11 0.117 p Max 1.00 1.067 w x P051 81551516 A.B. Wall ine Lateral Walla al a Applied orces Appli orces Resisting es aet Uplift Comments ID • Load Height Length A Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) 0.15 (pif) (klf) (kips) foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products 1 2.00 . 4.00 North-South Direction: Story Shear 8.06 kips 5.11 0.117 P Max 1.00 1.067 w x P051 81551516 A.B. Ist Seismic a al al p i pForces Applied Forces Resisting Resistive et UpliftComments Level Load 9.00 13.25 0.11 99 Uniform Point 11-80 0.117 9.24 0.193 PHD2 w/ DBL 2x POST 8t SSTBI6 A.B. See Note 3 (feet) (feet) 0.15 I1 (klf) (kips) .3-7.717-T.1-1 (kif) (kips) (foot -kips) .7 PHD2 w DBL 2x POST 8t SSTB16A.B. Wind 9.00 11.00 0.15 142 14.05 0.117 6.37 0.698 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 5.80 9.00 13.25 117 13.96 0.117 6.85 0.537 PHD2 w/ DBL 2x POST et SSTBI6 A.B. orizontal Diaphragm Lengths BL Stresses Wind 9.00 6.25 East Side West Side 7� 9.85 Sill Plate Shear Anchorage for above wall line 1.52 feet I feet I PHD2 w/ DBL 2x POST at SSTB 16 A.B. Bo h Dla. fn. Ca aci ki 5 cin ear a 5.00 m. o.c B n Level (UBCSecdon 1630.1) 9.00 4.00 North-South Direction: Story Shear 8.06 kips 5.11 0.117 P Max 1.00 1.067 PHD2 w/ DBL 2x POST 8t SSTB16 A.B. Wall ineatera Seismic a al al p i pForces Applied Forces Resisting Resistive et UpliftComments ID • Load Height Length q Stress I Uniform Point OTM Uniform Point OTM Force Used 100%of Tabulated Values See Note (kips) (feet) (feet) 0.15 (plf) (klf) (kips) (foot -kips) (kif) (kips) (foot -kips) (kips) Simpson Products B 3.55 9.00 4.00 0.15 142 5.11 0.117 0.84 1.067 PHD2 w/ DBL 2x POST 8t SSTB16 A.B. Ist Seismic Level 9.00 5.00 0.15 142 6.39 0.117 1.32 1.014 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 9.00 5.00 0.15 142 6.39 0.117 1.32 1.014 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 2.49 9.00 11.00 0.15 142 14.05 0.117 6.37 0.698 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 5.80 9.00 4.00 232 8.35 0.117 0.62 1.932 PHD2 w/ DBL 2x POST 81: SSTB16 A.B. Wind 9.00 6.25 175 9.85 0.117 1.52 1.332 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00 5.00 232 _ 10.44 0.117 0.98 1.893 PHD2 w/ DBL 2x POST et SSTB 16 A.B. Horizontal Diaphragm Lengths gt Stresses 9.00 5.00 232 10.44 0.117 0.98 1.893 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Boh Dia. in. Capacity (kips) Spacing 9.00 11.00 1 0.500 0.818 1 48 In. o.c. 232 22.97 0117 4.72 1.659 PHD2 w/ DBL 2x POST 8E SSTB16 A.B. Horizontal Diaphragm Lengths et Stresses East Side West Side Lin. Sill Plate Shear Anchorage for above wall line feet I feet I Bolt Dia. Ca aci ki Spacing Shear Wall ID 2 0.500 0.818 36 in. o.c. C 0.65 9.00 4.00 0.05 46 1.65 0.117 0.84 0.201 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1st Seismic Level 9.00 6.25 0.05 46 2.57 0.117 2.06 0.083 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 9.00 4.00 0.05 46 1.65 0.117 0.84 0.201 PHD2 w/ DBL 2x POST u SSTB16 A.B. 2.49 9.00 4.00 175 6.30 0.117 0.62 1.420 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind 9.00 6.25 175 9.85 0.117 1.52 1.332 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00. 4.00 175 6.30 0.117 0.62 1.420 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths gt Stresses East Side West Side L Sill Plate Shear Anchorage for above wall line feet I feet (Di I Boh Dia. in. Capacity (kips) Spacing Shear Wall ID I H 1 0.500 0.818 1 48 In. o.c. Copyrfghr 200/ - SpyderSoRwam 6/13/2003 - Lateral Analysis - Robison Residence - Job 2003.001 P �� Drag Force Summary Wall Line ID: B Opening U nit Wall I.. Ide est Side et Appll rag Force Lateral Loads: Seismic Mimi Wind titles) Wall Between 5tress Dlaphram Stress Dlaphram Stress Stress end of segment Fast Side 2.54 3.31 Length Walls Seismic Wind Seismic Wind Setsmlc Wind Selsmlc Wind Seismic Wind Wes Side 0.65 2.49 feet feet I I I I I I 1 I I I Wes Side 0.36 0.00 22.25 35 45 29 112 64 157 1.43 3.50 Dlaphram Length Start fft) End (ft) 4.00 177 290 35 45 7 -136 -245 0.68 2.52 East Side 0.00 73.00 3.00 3S 45 7 42 45 1.01 2.66 Wes Side 0.00 22.25 5.00 177 290 35 45 7 -136 -245 0.33 1.44 WestSlde 22.25 73.00 12.50 35 45 7 42 4S 0.85 2.00 Drag Force (kips) Seismic (kips) Wind (kips) 11.00 177 290 35 45 7 -136 -245 -0.64 -0.69 @ 36.00 ft 0.40 1.51 15.25 35 45 7 42 45 51.00 ft 0.28 0.96 Max Drag Force (kips) Seismic (kips) Wind (kips) , 22.25 ft 1.43 3.50 f, 0.00 10.00 20.00 - 30.00 40.00 50.00 60.00 70.00 80.00 Seismic Drag Forces 2.00 1.50 1.00 3 0.50 0.00 -0.50 •1.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 Dinam alone -11 One (ft) " Wind Drag Forces 4.00 3.50 3.00 2.50 _ 2.00 1.50 1t 1.00 S 0.50 0.00 -0.50 -1.00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 ol'u a along an One (ft) 1 9 t3-1 ® COMPANY PROJECT Robison Res.WoodWorksVf Magnitude SOFFWAREMR WOOD Pattern Shear 653 Total June 13, 2003 09:14:57 Beam1 Load? Design Check Calculation Sheet Dead LOADS: ( Ibs, psf, or plf ) 10 (5.33) Length No 2 Constr. Full Area 20 (5.33) L/360 No *Tributary Width (ft) 0.56 = MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0.61 = p' 12'-3" 4xbeams, D.Fir-L, No. 2,4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 - D+C, M = 3114 lbs -ft Shear : LC# 2 = D+C, V = 1017, V@d = 917 lbs Deflection: LC# 2 - D+C EI= 177.84e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type Distribution Magnitude Location [ft] Pattern Shear 653 Total Start End Start End Load? 1 Dead Full Area 10 (5.33) Length No 2 Constr. Full Area 20 (5.33) L/360 No Dead 364 Value 364 Live 653 Shear 653 Total 1017 119 1017 Bearing: fb = 1219 Fb' = Length 1.0 Live Defl'n 1.0 Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d = 59 Fv' = 119 fv/Fv' = 0.96 Bending(+) fb = 1219 Fb' = 1922 fb/Fb' = 0.86 Live Defl'n 0.30 = L/983 0.91 = L/360 0.79 Total Defl'n 0.56 = L/263 0.61 = L/290 0.91 Pq 13 Z Dead COMPANY PROJECT Robison Res. [ft] Woodworks® 1584 Total Start End SOFMARFFOA WOOD IVNICN Load? 1 Dead Full Area 18 (12.00) June 13, 2003 09:14:36 Beam2 2 Design Check Calculation Sheet 16 (12.00) LOADS: ( lbs, psf, or plf ) No Load Type Distribution Magnitude Location 0.28 = L/713 0.55 = L/360 0.50 Total Defl'n *Tributary Width (ft) L/257 MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : L/290 0. 16'-6" Glulam-Simple, VG West.DF, 24F -V4, 3-1/8x13-1/2" Self Weight of 10.02 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 EIV, = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 14226 lbs -ft Shear : LC# 2 = D+C, V = 3449, V@d = 2978 lbs Deflection: LC# 2 = D+C EI=1153.2Be06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Dead 1865 1865 [ft] Pattern 1584 Total Start End Start End Load? 1 Dead Full Area 18 (12.00) Bending(+) No 2 Constr. Full Area 16 (12.00) fb/Fb' No Dead 1865 1865 Live 1589 1584 Total 3499 3449 Bearing: Len th 1.7 1.7 Shear fv @d = 106 Fv' = 237 fv/Fv' = 0.45 Bending(+) fb = 1798 Fb' = 3000 fb/Fb' = 0.60 Live Defl'n 0.28 = L/713 0.55 = L/360 0.50 Total Defl'n 0.77 = L/257 0.83 = L/290 0.93 r COMPANY WoodWorks@ SOFIWARE FOA WOOD DF.OGN Design Check Calculation Sheet LOADS: ( Ibs, psf, or pif ) Load Type Distribution Magnitude I Location (ft] Pattern Shear 816 Total Start End Start End Load? 1 Dead Full Area 18 (12.00) Length No 2 Constr. Full Area 16 (12.00) L/360 No —i'rlDULary wlaLn trL) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' PROJECT Robison Res. Beam3 F4113.3 8'-6" Dead 971 Value 971 Live 816 Shear 816 Total 1787 106 1787 Bearing: fb = 551 Fb' = Length 1.0 Live Defl'n 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value nal sis/Desi n Analysis/Des i Shear fv @d = 42 Fv' = 106 fv/Fv' = 0.39 Bending(+) fb = 551 Fb' = 1687 fb/Fb' = 0.33 Live Defl'n 0.04 = <L/999 0.28 = L/360 0.13 Total Defl'n 0.10 = <L/999 0.43 = L/240 0.23 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25, 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3797 lbs -ft Shear : LC# 2 = D+C, V. = 1787, V@d = 1454 lbs Deflection: LC# 2 = D+C Ei= 628.73e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind i=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 9 P8 F Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 6/13/2003 9:15:56 AM Company Info Beam 1 FOUNDATION PARAMETERS I Project Info JProject: Robison (Location: I (Client: (Job No.: Res Footing Id: F1 Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ....................................................... Footing Length ............................ FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... WindLoad Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.25 ft. 1.25 ft. . 12.00 in. .54 psi n/a psi ASTM -A615 .00 int .00 int 1.436 ksf 1.436 ksf 1.436 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.75 0.00 0.00 Live Load 1.40 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.25' \ Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 6/13/2003 9:16:03 AM P9 r Z Company Info I Project Info JProject: Robison Location: I (Client: (Job No.: Res (Footing Id: F2 Beam 2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, V c ........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. SeismicLoad Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 19.44 psi 13.54 psi ASTM -A615 .OB in' (1-#4) .00 in' .00 in' .922 ksf .922 ksf .922 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.87 0.00 0.00 Live Load 1.58 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00, As = 1-#4 Bars . _�•�� Cover = 3.00" 030-250-058 03-2632 ROBINSON, LUDS WY, OROVILLE Cont: WM SQUIRES FIRE SPRINKLERS 03-1801 �I x -_„x,_13. • - - ' - -. ..' _. �•_°.. � p COUNTY OF BUTTE - DEPARTMENT OFA DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT - ASSESSOR PARC0.NUMBER -� / - /"\ r� IJ[� O ZONING l BUILDING PERMIT OWNER- '• o I Ys 50v1 TELEPHONE SO. Fr, OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS (3 (` �" ACJ SP I CO RACTO �MF� 1�'""'w u c s EL.EPH?E ( 1 COM TO 'S<3LING1J8REUS A •, 47 CONSTRUCTION LENDER , LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee {' $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ In BUILDIN ADDRESS A ..,Sa ,A, { �V . �` i4_i Energy Plan Checking Fee $ }` PERMIT FEE $ 11()q LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Y 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: y► 1 4� YX1 I L \/bC � � �l R to trllay Ss iy1)� l.J� C� ��b CJ� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LES Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. wJ 1/ (A' License Class C " 1 Lic. No. / �7 Y OWNER -BUILDER DECLARATION I 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR so OR ADDNS. 6 ACC. BLDS. 3.50FT. NEW ID. MULTI.OUTLET @7,50 NC POWER APPARATUS a sINGLE OLmET CIR. 20 Ex. Occup. OUTLET OR FIXTURES @''50 BAL Q .50 Ex. Occup. Oflv E' A REs o.oERa 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 01 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 omply #h th rovlslons. X _' Date Signature of Applicant - ❑ Owner , Contractor ❑ Agent An OSHA permit is required for excavation over 5'0" deep and demolition or construction of structures over 3 stories in height. _ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $p . D FEES IMP FLOOD CDF PARCEL Po HDL` or 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 beenpaid. 4ByA=:�_ Date /, PERMIT EXPIRES ON �/ �.Z�t/04- l Y ( ,%Dater - Receipt No. 7 ( WHITE -D.D.S.-B.D`.' �' CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT P4F (ReG 1 /96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 1 PERMIT NO. APPLICATION AND PERMIT C3 ASSESSOR PARCEL NUMBER C& O �c� _ r\�'0� '7(v] W ZONING BUILDING PERMIT OWNER - TELEPHONE SO, F7, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ' COt0,FIACTORP NM I '` s V J?JH?E1 61 CONTRIPP<51UNQgRESS C 0 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDIN ADDRE a1 \\\ r�" 1 C Energy Plan Checking Fee $ •LOT $ PERMIT FEE $• NO. SUBDNIS IONS NAME _ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Y Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work:y� 1 y1•� �� t L �/ V 1 e Sy P 1 nVI kw s '1J:s W�r- �l� n3 ��' Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is ' II f r and effect. License Class ' Lic. No. � ® OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS.( a ACC. SLDS. SO 3.5QFT; NEW CONS . MULTI.OUTLET NON•RESID. @7.50 POWER APPARATUS B SINGLE O 6 CIR. Ex. Occup. OUTLET OR FIXTURES EAL Ex. Occup. OFurLEEDTSA AMID OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ 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.) SIF 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 forth ith tho omply rowslons• X _� Date Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavation over 5'0" deep and demolition or construction&AV of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAz. D FEES IMP FLOOD CDF PARCEL PD HD ISS This permit is hereby issued under Of the Butte County Code and/or indicated above for which fees have - y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paida Dat3 Dete Receipt No. WHITE-D.D.S.-B. ANA Y -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT �; �. �V � r . .. • '� ' IW 1. •. f I .,.M ,/ ''Yti '. , y •, 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 / IJ U ' . .' ASSESSOR PARCEL NUMBER D Y) - a S �� Proposed Building Use: S T Counter Technician. Date: 0 Items required in o er.to appy for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 Sets, signed,�y the preparer of the plans. ❑ 2.. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Q/ Engineered plansor r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dualicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. 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............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following item's.) ❑ 14. ❑ 15. ❑ 16. ❑ 17. ❑ 18. ❑ 19. ❑ 20. ❑ 21. ❑ 22. ❑ 23. ❑ 24. ❑ 25. ❑ 26. ❑ 27. ❑ 28. ❑ 29. ❑ 30. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and plot plan approval from the Environmental Health Department in City of Chico Plumbing permit......................................................................... California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for required ................ Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... Existing violations and/or expired permits......................................................... ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to N.C.D. $ ❑ 31. Other: When issued Telephone - and hold for pickup. . ,. I have been informed`f the_M�&ve ms and , uirements for obtaining a building permit. Applicant Date: 1. Index permit application for the above'te numbered: 2. Ad opal items required / 1, ontracto designer, owner, was advised cfthe above data by phone, El,- mail, ❑ counter, by V Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by- Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: -Date:- Note transfer by: Date: Yellow Ruildinn Divisinn Plan Check Letter V03-1801 v U CHECKED J BY OFFICE COPY I Address a GAS Meter By_���(/Date U r U ELECTRIC DIO�G Meter By Date i , JOB FINALED (Date) Signature NOTES RESIDENTIAL 030-250-058 X PERMIT NO.ROBISON, JAY & KAY Sl� LUD'S WAY, OROVILLE l✓ JGG ;�y,.� C`� Cont: TROUDY, BILL NEW SINGLE FAMILY t l SPECIAL CONDITIONS SRA I FLOOD, CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS:.. VERIFY USE PERMIT CONDITIONS - 1 Y SUB -STANDARD HOUSING_ LETTER .- V03-1801 v U CHECKED J BY OFFICE COPY I Address a GAS Meter By_���(/Date U r U ELECTRIC DIO�G Meter By Date i , JOB FINALED (Date) Signature J=OK 0 = Not,OK . = Not•Ready able MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch . 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 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 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 1. Card B-1 Date, Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test _ .6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Elect icity 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 -GA 5. Elec.; Pool Lighting; 15 Volts-GFI I 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main 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 UNDEBFYOOR (Plans) OK except #'s 9WFtc Main; Soils-Elec. Grnd.-//f2, /" Ftq. Depth 1 "T- Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stefnwalls, Main; Steel-Blockouts-Wrapped 6. 2femwalls. Garaae: Steel-Blockouts-Wraooed Downs and Special Anchors 8. P' s -Fire lace Ftg.-Steel �? 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 %/-oZ Card B-1 Date Card B-1 Date Card B-1 11 Date Card B-1 Date PLU ING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle i#� at r Pipe; Test & Anchor -Nail Protection D .V.; Test Fittings & Anchor -Nail Protection p hower Pan; Test, First Floor -Tub Access L24—Test T & Shower, Second Floor -Tub Access palr`Pipe; Sixe & Anchors 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 /P�4. ixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. ESE -quip. Ground made up w/Mech Fasteners -Bond Gas & Water L% -2 -Appliance Circuits in Kitchen & Conductor Size GFI ' 30—SuMeed-WIre Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al P,1%Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral D Yes D No 2. Service -Riser Conductors & Ground Main Disconnect equip. Clearances Panels-Motors-Mech. Equip. ChC Clothes Closet Light -Shower Light -Spa Light 13F Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support b7. --vent Fan, Exhaust above insulation tie -Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 Ul'sills Proper Materials & Anchors Walls Studs -Nailing Spacing & faces -Plates -Sound Bear' g Walls over Girdersloor Nailing D ft Stop in Walls (rat of) 5 ire Stops, Furr - n -Stairs-Chasers-Tubs headers & Beams -Size & Bearing Date FRAMING (Continued) K,/Hangers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC nel roperty Line Firewall & Openings t.Doors-One 3' -Check Garage 3rd Story, 2 E s K. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection tr!L PI wood on Roof Overhang -Attic Vents -Rafter Outriggers CAPO'Sidinci-Nailinq Veneer 58. -Btu Iesh=Drip Screed -Fd. Vents-Underflr. Access Area -Glass Wall Panels ' ea' -Infiltration -Walls -Windows Date !4 Card B-1,64 Date Card B-1 Dates Card -1 Date Card B-1 Date FINA la ) OK except #'s E s -Door & Sidelight Protection -Landings S ke Detector Air-Connector- ech. Protection §8! ..I. & Bath Fixtures & Tub Access -Spa im & Subpanel, Breaker Sizes & Labels r. Wplqpe or Stove, Clearance -Hearth EI . Outlets at Wood Panel, Int. & Ext. 7 i ixt. & ADDliance: Ground-Air-GaD-Cooking Clearance ��utlets & Receptacles at Kit. Counter Gara_ ire Door; Swinq-Landinq-Closure 76. A e- Duct in crape; -Above Floor-Mech. Protection 78' Bill- .; Elec. & Mech. Equip. Listed for Location Ele eceptacles in Garage (F.F.I.)-Romex Protection at' n -Foam -Looked in Attic rd Rails & Deck Construction -Post Caps . Fdn. V is & Crawl Hole Door Drainage & Wood -Earth gled-rance Looked unde_r.Pfd'or D Yes/ Following Instld./Drive fffes O No/Walkses O No/Planters CfYes O No 84. Stu rown-Finish A.0 it Disconnect, Electrical -Plumbing 46 --'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Ext ' r Elec. Trim, G.F.I. Receptacle -Underground flatiop4roughout House Gla rotection 9. or ctions from Previous Inspections 92-das Test -Meters Tagged, Gas -Electric 93. W4ef& Sewer Connected -C/O to Grade -HD Approval 94!Energy'Compliance Certificate -Other Certificates Date S//////V Card Date Card B-1 Card B-1 " / Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .... T••, � ... ✓-� .3-�„w„V-tea-. »_.. ��.- .iry ^Y 0.{'.r.A1..v..:IR.+..:.1--,'i�-t�t�:..+r,,..[>-' € t'" k! 1COUNTYOFBUTTE """'''' �s 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 R 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. /l _ -I-- — <—I tI _ _ / . , /J _ t' 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`- O FNEA � � � 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, e contact this office immediately. s - Fs a n Date ` J �` Inspector t"19-1111REV 10/92 / s "o,±"'yob„'":'yuc:?��*7�>�t'�m�;,+'^".�:.�'r",�.r��tia<i.�'^'-"�",..,..-..�.�n.•w:s...Y.,-.��..,, ,.,.,,... ....,..COUNTYOFBUTTEr,rr. 'i BUILDING DIVISION t. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER 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 is4, completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4 [Fit ' _.......... `COUNTY OF BUTTE' a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES fy !, 411 Main Street • Chico, CA • (530) 891-2751 R7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 7 -- OWNER' -- OWNER'} PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the k, 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. �:=�j+y.i.�'a►-� .:.-.r*C..-',n,�::;1...'., �=rs.L:. ^M1-ti.r;r.�w�i.r.�—..-�T"'`,�:,�w.r�C.F.r'''.',2•'i:'�;Y1..-�..�d.-a. , 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 46' v3 - ,sol 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 2ILck when correction of work is completed. If you have any questions pertaining to this er, or Ped additional explanation, please contact this officeArnmediately. --I F std a 6) CW eSS ^�>-4-- UCG ) -in -7 ✓ Q 3--v Date Inspector i REV 10/92 f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Mair: Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 Pi _s 693- & / _R 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. ,r -/L. G r✓/ 7/-/ /.v ZZ it O; r /Uw- G r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-754 P (Rev'. 12/96') APPLICATION ANDPERMIT b3 -i �I ASSESSOR PARCEL NUMBER 030-250-058 zONING AR -10 BUILDING PERMIT OWNER ROBTSON, JAY & KAY TELEPHONE 343-8070 SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 1763 R 95 202.00 472 U 8;496.00 CONTRACTOR'S NAME TELEPHONE C 11 869.00 CONTRACTORS MAILING ADDRESS 29 PORCnIGHT CT CHICO 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace "A" 1;500.00 Total Valuation�$17.067.00 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 702.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 496.60 BUILDINGADDRESS I I� r Energy Plan Checking Fee $ 23.00 t PERMIT FEE $ 1,202 10 LOT NO. SUBDIVISION'S NAME 135-45 PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 , USEOFSTRUCTURE 10.15 AC tttt SF V Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7-00 63.00 Solar or heat um water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 15.00 TYPE OF WORK New A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping stem 1 - 5 outlets 15.00 19 a 00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel, 20.00 Main Service 2IIA OR LESS 23.00 93 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 -f a and effect. /� Q License Class Lic. No. i` % ®� 6 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 20IA TO 1I00A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. & ACC. BLDS. SO 3.5¢F7. =RIIDD MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. CUTLET OR FIXTURES 2I 9 L'0° BAL 9 .50 Ex. Occup. onxUT D CEA a� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 191 91; 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' compensatio inse carrier a 'icy number are: Carrier 7517-24� !`f�w� 1�s.,..���5�%% Policy Number _ 2:7- Z - _ y /%, (The above sections need not be completed Lf the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of C Iffornia, and agree that 0 1 should become subject to the workers' compensaf provisi s of section 3700 of the Labor Code, I shall o those p v' ions. //�� Date L� ©y Signature of A (cant - ❑ Owne :Contractor ❑ Agent An OSHA permit is required for excaations over 5'0" deep and demoliti n or constructi n of structures over 3 stories in h 2g ht. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 6.90 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ c cOrL�T: Tr,PE TOTAL FEE $ 1577.85 HA2V D. FEES P ROOD CDF a PARCEL V/ PD HD S This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 03 Date WnV/1DdJD a Receipt No. 9--2% ..S WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI I C G L OD -APP ANT �4HK�^9"�..w r,T.-fw+.�,•wx....e�...,�.R.. •a,-.r-.,....•...,-•.--�+nr+.n+ry•�xlyF�.�Fyt..� Il��fl��•'!'•�11�,.i1�1� NNOME4T .,X �rJ • COUNTY, OF BUTTE -DEPARTMENT OF DEV SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Q' OVWER: � ASSESSOR PARCEL NUMBER Q Proposed Building Use: Counter Technician: vl Date: Items required in order to apply for a permit. All boxes MUST be checked R arked NA in order to apply. r Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. 2. omplete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. gineered truss details and layouts in duplicate. No faxes! 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. r, , ❑ 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 Vy 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. ❑ 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 B ' d' g Form led out by the owner............ I..........I ............. Date Received ' By •14 12. Hazard s a 1 Fo........................................................................ Other 3 n cl�� emaining items neea to ise t e pernfit. ay require additional plan review upon receipethe ing items.) 0 ' 14. Fees as shown on the attached Schedule of Fees Due Sheet .............. 6 ........................❑ 5. Statement of Intent for Non -heated and A/C Buildings.................................16 Sanitation and plot plan approval -from the Environmental Health Department in--Z-O? 7 City of Chico Plumbing permit .......................................... 6.......... 6 ................... 8. California Department of Forestry plan approval ❑ paid. Sent by: _ - 19. Planning approval for (A) Use: C� K (B)Parking: _ (C) Parcel Check: 0. 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 ............: ... W�3. Contractor's license information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number ..............:................'.............. ri� , ;;0 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... j4;4--',4*8. 6. Letter of Signature authorization ............ . . ..... .... . ....... t.....................�l/ ......7. Recorded copy of Agricultural Acknowledgment Statemen r�? Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Lett m L gal OwnerO Checklb H.C. . $ 31. Other: When issued Telephone and hold r pickup. . f I have beeninformed of th Ove -item's— requi nts for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items nu red: Plan Check Letter 2. 'tial items required ontragtor,-designer, owner, was advised cf the above data by I F7phone, ❑ mail, ❑ counter, by / _Date: 9 _ q g) 3 Contractor, designer, owner, was advised of the above data by' ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: I^ O Structural approved by: Date: Note transfer by: Da e: _ 17,61 Ye low: Bui dine Nivision TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance 03 -10 .0 E.H. USE ONLY Piot Pian Attachad Raw Pian Atl4chad Sant to S.D. Owner Loc tion AP# Plan Approved for: Sewage Dispo Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: viron E HealiW Specialist Water Supply:, a Public Private Welr'�.- Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNERCA.P. # PR P OSED BUILDING USE , v I DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES /1 q2� - Balance Due ..................... $ I V V --- Additional Fees Due........... c-\- Rwised Plan Checking Fee.... -17) 04 on HOOL DISTRICT FEES . �+ 0% iWZ9� 3 '(paid at School District Office) (form availab a er Pla4ChecUd 3. SHERIFF FEES (paid at Building Division) 2 Residential............ X $360.00 =$30 c.��" Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. 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) 1 8. WATER TENDER FEES BATTALION # { $200.00 (paid. 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. /_910. OTHE At time of permit application, I was advise a above 4dtl� I - lze - fees are required to be paid prior to issuance of the permit. These fees may be changed duriqg_the &ncheckiffffrocess. APPLICANT Pursuant to Government Code Section 66020, you are hereby nKifi, have 90 days from the date of approval of the project or from t protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner DATED 1 i� �3 items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You i of the above mentioned items during which you may protest. The requirements for a (rev. 2/2003) Ii OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION COUNTY 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541D�„ �F1N 1 ''- APPLICATION AND PERMIT ((�J r.12I96) 7 1 mYP°7 /ll 1 BUILDING PERMIT :SESSD0. V1 1 A S SQ. TION I— OISTRtucnDN LEH6ER 1 ' ' 1 � ' . Fireplace F A 1 40 Q 0— =NDEAS MNUHG ADDRESS - J Total Valuation 5 RCIWE FOR 64=1EEA LrcE►sE No Finn Fee S 2D.00 Permit Fee S Ac M TOR ENOMM" M&ZM ADDRESS ` . Plan Chackina Fee S' cmDwcaoDREss Q ) Energy Plan Checking Fee S v S )41 644 S I I- 2?ZA 7--S�'_ `� PERMIT FEE t i PARCEL MAP PLUMBING PERMIT Iing Fee 20.00 DT 1�. SUBDNSIONS H461E --- . 15'4 � Each Trap ---•- - --------- -\ --7:00 ... -- USEOFS UCTURE / Solar or heat um water heater 23.00 Q ' ;F 13 Duplex ❑ Nbblehome D' Other Water p' ing 15.00 srEz>fv Each gas water heater or vent 15,00 TYPE OF WORKGas piping system 1 - 5 outlets 15.00 tdew ❑ AddMon ❑ Remodel ❑ stallati n ❑ Other D Building sewer 15.00 1&ble Home I S G W @20.00 Describe Work: PERMIT FEE t ELECTRICAL PERMIT Firing Fee 20.00 Msm Service � '' o 23.00 Main Q^'j IRA �O Q, NEW zoM +000A 46.00 F t,tp� r `colsra: owaLDMS.ccur. 3.5¢ DA ADi AMC.ACCeLDS. Iftm C0t5. MLR]FDLRLEF -T�1 G QJrr� I.i fi /LA-�' t C. E-�- wA RESIaBRAINCH C @7.50 POWER A un.Er CI i MOLE OUTLET CI0. ZD b 1.m �' Ex. OCCL! . ounEr OR FWnARM Ski - Ex. Occup. DFoZos ro OR EX 5.0D / O Temporary Service 23.00 �j Moble Home Facilities 20.00 ' W=, Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Firing Pee 20.00 Sever Heating C),� coon, Hood Itt,!f- Feke VentilationPERMIT FEi:Moble Home Installation 8 i Energy Inspectio .Fee W$�16 TV TO L FMAZ. D. FE6 I D This permit is hereby issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work APOindlcaled above for which fees have been paid. + r �-� �. c Date PERMIT EXPIRES ON By - /AelcJ 05/,11/2UC4 'IiJE 00:24 FAX 5Z0 694 2475 CHICO INSULATION 001/001 INSULATION CERTIFICATE Job Number: '3931 Bill TroudX 515 Luds Way, Oroville _ Contractor/Owner Nance, Job Address (street, city, smte) — Buite _ f=^unh - l'.'ilelivbion Name Lot Number DESCRIPTION � Wfb Material: [hand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name; Johns Nfanviltetymuf Thickness (inches): v 12 Tkermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Anhns is n llwycnauf Minimum Installed Weight/ft .642Ib NEnimum Thickness: 15Y2 inches Installed wetht per cgnnre foot t�, te.bievP Therm -W Resistance (R -Value) cif, 38 3. EXTERIOR WALL Frame 'I�pe: , A. Cavity Insulation Materhoi: - FSbe lass Brand Name: Jobn.g ManvillefKnauf Thickness (EIcEmr.): _' �� �: f,!i�_ ('�i:ITGF; RestR��.e (RrValue):13 & 19 B. Es3erior Foam Sheathing Material: Brand Name: -Thickness (inches): Thermal Resistance (R -Value): 4: P-AiS,, D FLOOR Material: Flberxlm Brand Name: Johns e/Ktaauf 'I7wicEcams (inns): Thermal Resistance (R -Value): SLAY FK. -00R Brand Nswr Thermal Resistance (R -Value): Pmicneter ilotsulatior. Depth 6. rbuiyrit_e;Totart M2d:1181: _ lir91M12 T)tki- gess (inches): Ti.rr-mal PAzistance (R-Valite): DKgLAAZ2ATION I hereby eertii'y that.the.abovc insulation was instal d in the buMng at the above lacatioti in conformance with the Current: energy B.6iciencv Standards for residential building: � .{'itle 24, Part 6, �' -EAUu:r;" Code as ' "ni tl tY oi' Complhmce; rv! —Te applicable. Y L.u�L lnst:a`sation Xiev Mr-d'u ,-'a ignature and We� . dj. T.(;steU1D9 Subcontractar (Co. Name) or General C®tractor (CO. dame) or Owner !tem Piumher'c Signen�ts x.,d i'r�4e [nsmll* Sohcom{'t'aetor (Ca. Name) or' General Coatractor (Cu. -,Name) or Oweer APPLIED'TESTING -CONSULTANTS ' _ 'MATERIALS ENGINEERING `TESTING AND INSPECTION October 27, 2003 Kay & Jay Cody Robison - 1339 Arbutus Avenue Chico; CA ;95926: -. Re: Robison Residence Building'Pad Certification - Oroville, CA .' Attn: Mr,•& Mrs Robison We • have � compfeted compaction testing on ' the :building pad for • the. new 'Robison •Residence -located 'off of Highway 162 on'Luds Way. (Lot`.# 7), in'`Oroville;'CA,:The`building°pad was ;completed prior to our arrival. The building pad appeared to be constructed with native mateiial and we were infocrned that,rt had approximately two andone-half feet of f ll.•The fill was tested at finished pad:grade .Also` . ' portions of the fill ;were'removed and -we 'tested of minus'one foot minus two -feet and at nunus two'arid one half feet. The nuclear density'test datasheetand moisture:'density cli :' er ASTM r - 1 �' - r . 1557 are •_ - r- Y _ - e 1 r O.d r -.i �• • + it ! f . ��'� �• c :+ ,. r k � rt x s ., ` ' t.,2� r,� r r Y { � � S � •s`s { n r. Based on the'test data.dompiled on'. s p'r'oject, wedcertify per.Article 3,,;Sechons b735:5 and ' t J' 6735 6a of - r• : ..r -the`;Business and ,Professions Code that the pad iwa's properly moisture _conditioned ,t w �; sand compacted in accordance-with.Chaptdr' l8 and 33 of the 1997 Uniform Building;Code ! ; s ' - r; f, ` . ;•. t t *'� Y4 1Z.. -i: t �' k. 1 . 1y- t's' a• e i ; ct r - . • F �• 4 Applied Testtng Consultants "is not a licensed surveyor -- We do; not verify-'qr certify' grades or elevations Tesf'elevations 'arre derived from -information provided by ;the contractor and/or the client r, i :' : : r e4 f C r, y, , ✓J t _ ydd \'+ ei , r ! i s - f: t, ts -t r ,s, : { �£: s � > r(_ J• ''. c y - 1 ! Applied Testing Consultants is not M foundationdesign engineer for °this protect ;;besigns for % , consolidation, differential settlement and Bearing on fill materials are by others; Thank you or using Applied .Testing Consultants for providing_ ou. Please 'call > if you have ariy questions regarding our services described abs r f . .Very yours, ' axles W Steele 1 ; • Y. ' Chacle �Senibi Engineering Technician :C-038692] Exp, 03%31/05 - _ 'Staff Engineer; 'W60 Thomiree Drive, Ste'.' 0 Chico, CA 95973 • _Telephone' (530) 891-6625 •, Facsimile: (530) •891-4243. AF�TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testina Report Per ASTM 1557 Client: Kay & Jay Cody Robison Address: 1339 Arbutus Avenue City, State: Chico, CA 95926 Attn: Kay & Jay Cody Robison Project: Robison Residence Soil Description: Red Brown Clayey Sandy Silt w/ Small Gravel Report Seq. No. Page: 1 of 1 Date: 9/29/2003 Tech: B. Steele Gauge # CALIBRATION DATA: DensityStd.: Moisture Std.: Density Xi : Moisture Xi : Compaction E ui ment: Req'd % Compaction Curve No.: T-1 Max Dry Density. 132.9 Opt. Moist. Content: 7.8 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 6" Building Pad, Middle FPG 132.6 10.7 121.9 8.8 92% PASS 216" Building Pad, Middle FPG -1' 134.7. 13.6 121.1 11.2 92% PASS 3 6" Building Pad, Middle FPG-2' 134.0 13.5 120.5 11.2 .. 91% PASS 4 6" Building Pad, Middle FPG -2.5' • 128.1 8.3 119.8 � = 6.9 91'% PASS REPORT: Arrived at jobsite at 1100 hrs. to perform compaction testing of the Building Pad. Performed 4 nuclear' density tests at random locations and elevations, as indicated above. 'A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, all 4 test results indicate at least 90% relative compaction: Copies to: Reviewed by. 3060 Thorntree Drive, Suite 10 9 Chico, CA 95.973 v Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 . F7W71rr APPLIED TESTING CONSULTANTS Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: ::Gross dry wt: Pan tare: ~Net dry wt: `'Molsture loss: % Molstdre Content: 133.0 132.0 131.0 a i^'130.0 129.0 128.0 127.0 126.0 125.0 1 . r ` MATERIALS ENGINEERING ASTM 1557 Moisture/Density Curve 200 300 Client: Kay & Jay Cody Robison 7626 Address: 1339 Arbutus Avenue 2879 City, State zip: Chico, CA 95926 4747 Attn: Kay & Jay Cody Robison _139.6 Project: Robison Residence 125.7 Soil Description: Red Brown Clayey Sandy Silt w/. Small Gravel Sample location: Jobsite (Lot 7 L-uds Way) Sample depth: NSA Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: ::Gross dry wt: Pan tare: ~Net dry wt: `'Molsture loss: % Molstdre Content: 133.0 132.0 131.0 a i^'130.0 129.0 128.0 127.0 126.0 125.0 1 2 3 4 100 200 300 7646 7770 7626 2879 2879 2879 4767 4891 4747 140.1 143.8 _139.6 131.6 132.1 125.7 1 2 3 4- 1022.6 1050.6 ;' 880.2 965.3 _972.0 ° `:801.3 83.0 85.2 83.6 882.3 886.8 717:7 57.3 78.6 • :.78.9 6.5%1 8.9%1.- 11.0% .4.0%- 5.0% 6.0% Max density from curve: _ -7080.2x2 + 1107.8x + 89.518 R2 =1 TESTING AND INSPECTION Sample No: T-1 Date: 30 -Sep -03 Tech: B. Carter Sample Weight: 15,000 grams Rock Correction':ASTM D4718 Total sample wt: +3/4 rock wt: , % of +314 rock: Speclflc Gravity of +3/4: Rock adj. density: 7.0% 8.0% . 9.0% 10.0% 11.0% 12.0% 13.0% Moisture Content (% of dry weight) 132.9 Max adjusted density: 132.9 pcf This test was performed per ASTM 1557. Optimum moisture: 7.8% Reviewed by: 15&1� . 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 8914243 CAPSTONE Engineering 467 East 2"d Avenue - Chico, CA 95928 - (530) 591-7258 Structural Calculations Job # 2003.001 Robison Residence Lot #7 Luds Way O rovi I I e, CA Section: Page # Project Layout 1 Gravity Loads 2 Lateral Analysis Ll — L6 Beam Analysis B1 — B3 Footing Analysis F1 — F2 Revision Summary: Rev. 0 06/13/03 Initial Issue Rev. 1 11/30/03 Garage addition n' EXP. 6-30 CIVIL of cA� CAPSTONE Engineering 467 East 2"d Avenue - Chico, CA 95928 - (530) 591-7258 Structural Calculations Criteria Project: Robison Residence Job #: 2003.001 Owner: Kay & Jay Cody Robison Loaction: Lot #7 Luds Way, Oroville, CA Date: June 13, 2003 Code: Unifrom Building Code, 1997 Edition. Code Enforcement: Butte County Building Department Project Layout Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: Sp Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. Engineer of record has reviewed the truss design and calculations from Design Assistance. for the above residence. The layout and design are in agreement with the structural. package. Capstone Engineering does not represent that these calcultions or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Capstone Engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies - It ROBISON RESIDENCE JOB #2005.005 Page SHEAR WALL, BEAM $ FOOTING LAYOUT A5 NORTH Q I � J 8- .o- s i 4- E o LA E n a v m �Q �( N U LU0012 4 6/13/2003 - Lateral Analysis - Robison Res. - Job 2003.001 Page 2 - Gravity Gravity Loads: Roof Dead Load 1/2 Ply 2.4 psf Slope= Comp Roofing 5.0 psf 6 Framing 3.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.9 psf ota (sloped) ps ota oriz ps ota axia ps Roof Live Loadonstruction 16.q ps Roof Dead Load 1/2 Ply 2.4 psf Slope= Comp Roofing 5.0 psf 3 Framing 1.0 psf to Misc. 1.3 psf 12 ota (sloped) ps ota oriz ps ota axis ps Roof Live Load Ionstruction 20.0 pst 11 Wall Dead Load HardiBord Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf ota ps Wall Dead Load 2x4 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota H. ps M Copyright 2001 - Spyder Software J 11/30/2003 - Lateral Analysis - Robison Res. - Job 2003.001 Page LA UBC Wind Loads -- Method 1 Wind Speed: 80 mph Exposure: C p= Ce*Cgogsol where; Ce = 1.06 @ 0 to 15' IWW OLW IWR OWR OLR OPR Ce = 1.13 @ 15 to 20' p= 13.9 8.7 5.2 15.6 12.2 12.2 psf - @ 0 to 15' Ce = 1.19 @ 20 to 25' p= 14.8 9.3 5.6 16.7 13.0 13.0 psf - @ 15 to 20' Ce = 1.23 @ 25 to 30' p= 15.6 9.8 5.9 17.6 13.7 13.7 psf - @ 20 to 25' Ce = 1.31 @ 30 to 40' p= 16.1 10.1 6.1 18.2 14.1 14.1 psf - @ 25 to 30' Ce = 1.43 @ 40 to 60' p= 17.2 10.7 6.4 19.3 15.0 15.0 psf - @ 30 to 40' Cq = 0.8 (IWW) Inward @ Windward Wall p= 18.8 1 1.7 7.0 21.1 16.4 16.4 psf - @ 40 to 60' Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 16.4 psf = 1 Importance Factor Roof Slope = 6 Rise to 12 Horiz. Wind Loading Tributary Normal Resultant Horizontal @ Roof - Wall Lines 1-4, A -D Area Pressure Force 4.50 feet @ 13.9 psf = 63 lbs. (IWW) @ 0 to 15' Mean Roof Height = 13.5 feet 0.00 feet @ 14.8 psf = 0 lbs. (IWW) @15 to 20' Uplift.Pressure = 12.2 psf 4.50 feet @ 8.7 psf = 39 lbs. (OLW) @ 0 to 15' 8.50 feet @ 5.2 psf = 44 lbs. (IWR) @ 0 to 15' 8.50 feet @ 12.2 psf = 103 lbs. (OLR) @ 0 to 15' Fp = 1 249 plf - horiz. Copyright 2001 - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. -' Job 2003.001 Page LZ 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.574 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *,W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 3076) hn = 17.5 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 1750 ft` T = 0.171 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 70.00 feet of Roof @ 18.00 psf Wall Lines 1-2 9.00 feet of Ext. Wall @ 13.00 psf 18.00 feet of Int. Wall @ 8.00 psf V 24Y p - horiz. ULT 1/8 p - horiz. Seismic Roof Loading Tributary Weights = 44.00 feet of Roof @ 18.00 psf Wall Lines 2-4 9.00 feet of Ext. Wall @ 13.00 psf 9.00 feet of Int. Wall @ 8.00 psf V 161 pit - honz. ULT p - horiz. Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 18.00 psf North of Wall Line 1 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 74 p - horiz. ULT p - horiz. W/S (LI LT/ 1. 4d Seismic Roof Loading Tributary Weights = 44.00 feet of Roof @ 18.00 psf South of Wall Line 4 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 130 p - horiz. ULT YJ p - horiz. Seismic Roof Loading Tributary Weights = 76.50 feet of Roof @ 10.00 psf East of Wall Line A 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 125 p - horiz. LILT UY p - horiz. Copyright 200/ - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. - Job 2003.001 Page 0 Seismic Roof Loading Tributary Weights = 76.50 feet of Roof @ 18.00 psf Wall Lines A -B 9.00 feet of Ext. Wall @ 13.00 psf 18.00 feet of Int. Wall @ 8.00 psf V = p - onz. LILI p - hOriz. Seismic Roof Loading Tributary Weight = 24.50 feet of Roof @ 18.00 psf Wall Lines B -D 9.00 feet of Ext. Wail @ 13.00 psf 0.00 feet of Int. Wail @ 8.00 psf V 91 p - horiz. LILT 65 p - honz. Seismic Roof Loading Tributary Weight = 51.25 feet of Roof @ 10.00 psf West of Wall Line B 0.00 feet of Ext. Wall @ 13.00 psf 0.00 feet of Int. Wall @ 8.00 psf V 84 p - honz. LILI pit - honz. Copyright 2001 - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. - ]ob 2003.001 Page L.'t Copyright 2001 - Spyder Software Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 -North Side 6.00 53 0 0.32 0.00 Seismic Controls 1 -South Side 9.50 178 249 1.69 2.37 Wind Controls 2 -North Side 9.50 178 249 1.69 2.37 Wind Controls 2 -South Side 14.00 115 249 1.61 3.49 Wind Controls 3 -North Side 14.00 115 249 1.61 3.49 Wind Controls 3 -South Side 7.75 'lis 249 0.89 1.93 Wind Controls 4 -North Side 7.75 115 249 0.89 1.93 Wind Controls 4 -South Side 6.00 93 0 0.56 0.00 Seismic Controls A -East Side 6.00 89 0 0.54 0.00 Seismic Controls A -West Side 13.25 191 249 2.54 3.31 Wind Controls B -East Side 13.25 191 249 2.54 3.31 Wind Controls B -(between 1-2) 10.00 65 249 0.65 2.49 Wind Controls B -(between 2-4) 6.00 60 0 0.36 0.00_ Seismic Controls C -East Side 10.00 65 249 0.65 2.49 Wind Controls C -West Side 6.00 65 249 0.39 1.50 Wind Controls D 6.00 65 249 0.39 1.50 Wind Controls Copyright 2001 - Spyder Software 11/30/2003 - Lateral Analysis - Robison Res. - Job 2003.001 Ist st Level (UBCSecdon 1630.1) 9.00 4.00 East West Direction: Story Shear 9.24 kips 5.1 1 0.117 P Max 1.00 1.067 w x x . Wall netera Lateral a a 0.1 I a Applied orces Applied Forces Resisting Resistive) et p i Comments ID • Load Height Length Ph Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) 0.15 (pif) (kif) (kips) (foot -kips) (klf) (kips) (foot -kips (kips) Simpson Products Ist Seismic 9.00 4.00 North-South Direction: Story Shear 8.06 kips 5.1 1 0.117 p Max 1.00 . 1.067 w x x . Level Lateral 9.00 13.25 0.1 I 99 AppliedForces 11.80 0.117 9.24 0.193 PHD2 w/ DBL 2x POST8E SST816 A.B. ID • 2.37 9. 7.00 a» I 11 Uniform Point .37 17 1. I Force PH D2 w/ DBL 2xPO x SSTB16A. A.B. See Note Wind (feet) (feet) 0.15 (plf) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products 2.49 9.00 13.25 0.15 117 13.96 0.117 6.85 0.537 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses 5.80 9.00 4.00 East Side West Side 8.35 Sill Plate Shear Anchorage for above wall line 0.62 feet I feet I PHD2 w/ DSL 2x POST x SSTB16 A.B. Bolt Dia. in. Ca aciVi ki 5 cin ear a 6.25 hn. o.c. B st Level (UBC Section 9.00 4.00 North-South Direction: Story Shear 8.06 kips 5.1 1 0.117 p Max 1.00 . 1.067 PHD2 w/ DBL 2x POST x SSTB16 A.B. Wall ine Lateral Wall Wall Wall AppliedForces Applied Forces Resisting 01 M Resistive Net Uplift Comments ID • Load I Height I Length a» I Stress I Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) 0.15 (plf) (klf) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products B 3.55 9.00 4.00 0.15 142 5.1 1 0.117 0.84 1.067 PHD2 w/ DBL 2x POST x SSTB16 A.B. I st Seismic Level 9.00 5.00 0.15 142 6.39 0.117 1.32 1.014 PHD2 w/ DBL 2x POST x SSTB16 A.B. 9.00 5.00 0.15 142 6.39 0.117 1.32 1.014 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 2.49 9.00 11.00 0.15 142 14.05 0.117 6.37 0.698 PHD2 w/ DBL 2x POST x SST816 A.B. 5.80 9.00 4.00 232 8.35 0.117 0.62 1.932 PHD2 w/ DSL 2x POST x SSTB16 A.B. Wind 9.00 6.25 175 9.85 0.117 1.52 1.332 PHD2 w/ DBL 2x POST ex SSTB 16 A.B. 9.00 5.00 232 10.44 0.117 0.98 1.893 PHD2 w/ DBL 2x POST x SSTB16 A.B. Horizontal Diaphragm Lengths at Stresses 9.00 5.00 232 10.44 0.117 0.98 1.893 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Bolt Dia. In. Capacity kl Spacing 9.00 11.00 0.500 0.818 48 in. o.c. 232 22.97 0.117 4.72 1.659 PHD2 w/ DBL 2x POST 81 SSTB16 A.B. Horizontal Diaphragm Lengths x Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I feet) I (plo Bolt Dia. in. Capacity kis Spacing Shear Wall ID 2 0.500 0.818 36 in. o.c. C 0.65 9.00 4.00 0.05 46 1.65 0.117 0.84 0.201 PHD2 w/ DBL 1x POST x SSTB 16 A.B. I st Seismic Level 9.00 6.2S 0.05 46 2.57 0.117 2.06 0.083 PHD2 w/ DBL 1x POST ax SSTB 16 A.B. 9.00 4.00 0.05 46 1.65 0.117 0.84 0.201 PHD2 w/ DBL 2x POST x SSTB 16 A.B. 2.49 9.00 4.00 175 6.30 0.117 0.62 1.410 PHD2 w/ DBL 2x POST x SSTB 16 A.B. Wind 9.00 6.25 175 9.85 0.117 1.52 1.332 PHD2 w/ DBL 2x POST ex SSTB 16 A.B. 9.00 4.00 175 6.30 0.117 0.62 1.420 PHD2 w/ DBL 2x POST x SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feet I feet I Bolt Dia. In. Capacity kl Spacing Shear Wall ID 1 0.500 0.818 48 in. o.c. Copyright 200/ - SpyderSoRware 6/13/2003 - Lateral Analysis - Robison Residence - Job 2003.001 P LLO, Drag Force Summary Wall Line ID: B Opening nit Wall Side (8t I e NetApplied rag Force Lateral Loads: Seismic (kips) Wind (klDsl Wall Between Stress Diaphram Stress Diaphram Stress Stress end of segment East Side 2.S4 3.31 Length Walls Seismic Wind Seismic Wind Seismic Wind Seismic Wind Seismic Wind West Side 0.65 2.49 feet feet I I I I I I I I I I Wen Side 0.36 0.00 22.25 35 45 29 112 64 157 1.43 3.50 Diaphram Length Start(B) End (ft) 4.00 177 290 35 45 7 -136 -245 0.88 2.52 East Side 0.00 73.00 3.00 35 45 7 42 45 1.01 2.66 Wen Side 0.00 22.25 5.00 177 290 35 45 7 -136 -245 0.33 1.44 Wen Side 22.25 73.00 12.50 35 45 7 42 45 0.85 2.00 Drag Force (kips) Seismic (kios) Wind (kips) 11.00 177 290 35 45 7 -136 -245 -0.64 -0.69 @ 36.00 ft 0.40 1.51 15.25 35 45 7 42 4S 51.00 ft 0.28 0.96 Max Drag Force (kips) Seismic (klos) Wind (kips) 22.25 ft 1.43 3.50 .0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 Seismic Drag Forces 2.00 1.50 1.00 0.50 8 OAO -0.50 •1.00 o.co 10.00 20.00 30.00 40.00 50.00 s0.00 70.00 80.00 DInance abq an One (m) Wind Drag Forces 4.00 3.50 3.00 2.50 _ zoo Q 1.5o 1Yl! 1.00 5 0.5o o.00 -0.50 -1.00 0.00 10.00 20.00 30.00 40.00 50.00 80.00 70.00 80.00 Dhnnce along wall One (ft) COMPANY PROJECT WoodWorks Robison Res. CN June 13, 2003 09:14:57 Beam1 Design Check Calculation Sheet I LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 653 Total Start End Start End Load? 1 Dead Full Area 10 (5.33) Length No 2 Constr. Full Area 20 (5.33) L/360 No *Tributary wiatn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' P, S1 12'-3" Dead 364 Value 369 Live 653 Shear 653 Total 1017 119 1017 Bearing: fb = 1219 Fb' = Length 1.0 Live Defl'n - 1.0 4xbeams, D.Fir-L, No. 2,4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 54 Fv' = 119 fv/Fv' = 0.46 Bending(+) fb = 1219 Fb' = 1422 fb/Fb' = 0.86 Live Defl'n - 0.30 = L/483 0.41 = L/360 0.74 Total Defl'n 0.56 = L/263 0.61 = L/240 0.91 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3114 lbs -ft Shear : LC# 2 = D+C, V = 1017, V@d = 917 lbs Deflection: LC# 2 - D+C EI= 177.84e06 lb -int Total Deflection 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. P� 13Z COMPANY PROJECT WoodWorksRobison Res. June 13, 2003 09:14:36 Beam2 Design Check Calculation Sheet I LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] I Pattern Shear 1584 Total Start End Start End Load? 1 Dead Full Area 18 (12.00)No 3000 fb/Fb' = 0.60 2 Constr.1 Full Area 16 (12.00) 1.7 No -rrinucdry wiacn kLLJ MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 16'-6" Dead 1865 Value 1865 Live 1584 Shear 1584 Total 3999 237 3449 Bearing: fb = 1798 Fb' = 3000 fb/Fb' = 0.60 Live Defl'n Length 1.7 0.55 = 1.7 Glulam-Simple, VG West.DF, 24F -V4, 3-1/8x13-1/2" Self Weight of 10.02 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d = 106 Fv' = 237 fv Fv' = 0.95 Bending(+) fb = 1798 Fb' = 3000 fb/Fb' = 0.60 Live Defl'n 0.28 = L/713 0.55 = L/360 0.50 Total Defl'n 0.77 = L/257 0.83 = L/240 0.93 ADDITIONAL DATA: - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.25 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 14226 lbs -ft Shear : LC# 2 = D+C, V = 3449, V@d = 2978 lbs Deflection: LC# 2 = D+C EI=1153.28e06 lb -int Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT WoodWorks' Robison Res. 7 Beam3 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Shear 816 Total Start End Start End Load? 1 Dead Full Area 18 (12.00) Bearing: No 2 Constr. Full Area 16 (12.00) L/360 No ^iriDurdry wracn (LL) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' P9 a3 8'-6" Dead 971 Value 971 Live 816 Shear 816 Total 1787 106 1787 Bending(+) fb = 551 Fb' = Bearing: fb/Fb' = 0.33 Live Defl'n 0.04 = Length 1.0 L/360 1.0 Timber -soft, D.Fir-L, No. 1, 6x10" Self Weight of 12.41 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 42 Fv' = 106 fv/Fv' = 0.39 Bending(+) fb = 551 Fb' = 1687 fb/Fb' = 0.33 Live Defl'n 0.04 = <L/999 0.28 = L/360 0.13 Total Defl'n 0.10 = <L/999 0.43 = L/240 0.23 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 3797 lbs -ft Shear : LC# 2 = D+C, V = 1787, V@d = 1454 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 6/13/2003 9:15:56 AM Company Info Beam 1 I IProject: ILocation: I IClient: IJob No.. (Footing Id Project Info Robison Res F1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth.......... .......................................... FootingLength ..................................................... FootingDepth .......................................... . ......... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... WindLoad Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.25 ft. 1.25 ft. 12.00 in. .54 psi n/a psi ASTM -A615 .00 in' .00 int 1.436 ksf 1.436 ksf 1.436 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.75 0.00 0.00 Live Load 1.40 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" X W = 1.25 `•'�- �``.'� Cover = 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 6/13/2003 9:16:03 AM fi1 F Z Company Info I Project Info (Project: Robison (Location: I (Client: (Job No.: Res (Footing Id: F2 Beam 2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... Gravity Only Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing .......................................... LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 19.44 psi 13.54 psi ASTM -A615 .08 int (1-#4) .00 int .00 in' .922 ksf .922 ksf .922 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.87 0.00 0.00 Live Load 1.58 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00' As = 1-#4 Bars Cover = 3.00" PLAN REVIEW RESPONSE FORM In order to expedite the review of your pleat, please complete the 6oilowb* Wbrmation and return this form with your m-submiaal. this form is not complete. as to all correction item; we will not be able to coapt your m -submittal for review. There must be a v, v posse to every item ro*m od in our plan correction letter oft oth rf is not considered a valid response. Please indicate y response to each item and the location where the information can be found an the pWWcalcs. ATTACH THM FORM TO A COPY OF YOUR PLAN REMW LETTER AND RERJRN WITH REVISED AND ORIGINAL pWS OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER ,3 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PIANS/CALCS: COMMENTS:. L'� 6 a PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANSICALCS: i COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:, RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # - RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:, Water closet clearances (Uniform Plumbing Code 408.5). $homer compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). Bing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced w211 panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. - 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 designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elemetus and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. IrItud Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. Floor construction details complete enough to construct building. Elevations and wall construction details completeenough to construct building. constructionRoof consction details complete enough to construct building.cesFireplace cotuwction details and calculations if nesary.Garage door header size(s). Porch header size(s). Typical header size(s). heights. High expansive soil — special foundation design required. Retaining walls requiring design G)T;= wallboard nailing inspection required If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for e; ery square foot of area enclosed with the bottom of the openings no lte more than one foot above grade. Arnatively. certification may be prodded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NIISCELLANTOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Ertterior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). Foam insulation — protection. 36" balls and stairways (Uniform Building Code section 100.4.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. O-F rgy design compliance and supporting documentation. responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SpdnUers required. 4. ❑ Special Inspection requirements. 5- ❑ Use Permit conditions. 6- ❑ Sub -Standard Housing lever. P2ce = of-, �_� r o .T o o RESIDENTIAL PLAN o ` REVIEW GUIDE .0 SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONZY Owner. Lrhv- Building Permit Number: Plans Examiner: ,L1/zdta 5i.mjoWrt A. P. Number: GENERAL: 1. Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. 8xisting violations on the property. 5. Recorded notice of violation. 6 Building permit valuation. PLOT PLA.N: L. Complete parcel size and dimensions. Setbacks.'side yard, easements. etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6 Special conditions on Parcel Map: Iroise ❑ SR_k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fres ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement. S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA -N: JE ans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). % of natural Light and 5% of ventilation (Uniform Building Code section 1203). cape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net ar openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20 hen nindo« s are provided as a means of escape or rescue, they shall have a finished still height not more than above the flcor (Uniform Building Code section 310.4). s -lights (Uniform Building Code section 2409 & 2603.7). azing in Hazardous locations (Uniform Building Code section 2406). abitable space shall have a ailing height of not less than 7 fat 6 inches except as otherwise pa'miod in this ction. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less than 7 feet easured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.1). 1 habitable rooms except kitchens shall have an area of not less than 70 square fat and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters "hich depend on the combustion of fuel shall not be installed in a room toed or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening h= a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in a roam compartment or alcove opening directly into any of these (Uniform Mechanical Code mcdoa304 3). arage fire%vall separation - required on garage side including supporting walls and posts (Un OMMIN" 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 312.0. Wood stove location - Alcove — Ulv1C section 205 confined space & 223 unconfined space & 304.2). Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 September 5, 2003 Jay and Kay Robison 1339 Arbutus Ave. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX w Assessor Parcel Number: 030-250-058 Building Permit Number: 03-1801 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. NOV-STRUCTURAL COMMENTS: di/Please provide plans and calculations by a C-16 licensed contractor and apply for the fire sprinkler permit. The house permit will not be issued until the fire sprinkler permit is issued. Per section 3) 10.6.2 of the 2001 CBC, habitable rooms shall have an area of not less than 70 square feet. Your office is not large enough. Please revise. �1V1 ind the house to be 1743 square feet, you say 1.763. Please verify. Since the trusses cross the wall between the garage and house, the firewall cannot extend to the roof sheathing. The firewall must include the ceiling on RC channel at .1.6 inches on center and all supporting walls. rovide verification that the trusses are adequate to support the sprinkler system. lease provide truss engineering to support the mechanical unit in the attic. Provide F1 and F2 footings on the foundation plan as specified in the structural calculations. The roof framing plan references detail 3 on sheet S6.2. I do not have this plan sheet. Please clarify. The reference to detail 8/S3 specified on section AA on sheet S2 is incorrect. Please revise. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of L: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 cc: Chad Ratzlaff, P.E. Philo Hunt, P.E. Plan Check Engineer I of I CAPSTONE Engineering 467 East 2"d Avenue - Chico, CA 95928 - (530) 591-7258 Plan Check Comments Robison Residence - 'Lot -#7 Luds Way, Oroville, CA Building Permit # 03-1801 APN: 030-250-058 The following responses -are in regard to the plan check comments made on September 5`h, 2003 by Linda Simpson, Plans Examiner and Philo Hunt, Plan Check Engineer from the Butte County Building Department. -.Non-Structural Comments: . Plans and calculations have been provided by William Squyres regarding the fire prinklers. . The office has been increased in size to meet the requirements of section 10.6.2 of the 2001 CBC. I have reviewed the size of the house and concluded that it is 1763 square feet. A note has been added to the plans stating that the ceiling in the garage shall be constructed as a one-hour ceiling. Structural Comments: 1. Truss designer has added the weight of the fire sprinkler to the design"of the trusses. 2. Truss designer has added the weight of the mechanical unit to the design of the trusses. 3. footing F 1 is a typical footing at the, porch and footing. F2 is located at "the garage door header. Footing F2 was analyzed as part of the continuous perimeter footing. 4. Detail on the Roof Framing Plan has been amended to reference the correct 'detail. 5.:A. new detail has been added to the plans. See ;detail 10/S4. QApF:'SIO V * \ Exp. 6 01/1/* Chad Ratz J r--5sa'j +r: 'S'r�'Y�� �.-sta'r:+'e"�""K^-��a"ac-3".a..i+s-••�+'."'.+ ..+,.'. �.sr .:+"xr.�+'.;�=;"""a •i.,"*,:,,.^'+",-':'�'•�-.; �,,�,•*%.•73'""""'-:t`.!rat a"•S`:'i�.'e�"' F` ..... x T BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Jb Building Department No. /Rb / A.P. Number 470 �Q (!jd_ Jurisdiction: city County Property Owner Property Location/Address Subdivision Lot No. Residential Development ............... ` Sq. Footage � 7� No o Living Mobile Home Addition] 'Supplemental to (Group R) Units Installation Conversion Permit # (No foundation inspection); ... .. ..... ........ k.... � .aTw.v �=��,�. .,.,� s1... �y' .. '.-.r.�u.'...0 ...:��. — ��.3."a:3�.L'•'d"'G. i4.i4'I�C,y. � Commercial/industrial 5 ,. 'Sq. Footage New Addition (Including Exterior Building (Floor Plans reviewed School District Personnel) District Identification No. _School District certifies that (Street Address) (City), (State) has complied with the requirements of Resolution No. U representing I�tO� square feet. t yi r'i'g. ... AA. •�: - -��� .-� i., —�• _ 1... �. '�`�� School District Representative Paid by Check # Remarks: Roofed Areas) Date (Applicant) (Phone Number) (Zip Code) by payment of .$ 90A 49 5-19 AB 2926 $ FUMATITIION s.' „�.:.... . , cr f,2o3 �..� 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:an court action. If, subsequent to thpiSchodlrD'i4trict Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this prdject,is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm • t - IIII III III I IIII I II II IIII III I HIM d. AND WHEN RECORDED MAIL TO: '?� X05321 3 BUTTE COUNTY BUILDING DIVISION O Recorded I REC FEE 10.00 7 COUNTY CENTER DRIVE Official Records I CONFORM 1.00 OROVILLE, CA 95965 CoBnty I T_Of CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON I Assistant I Myles 02:46PM 08 -Aug -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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 maybe 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: DateO State of California County of (6v& e . On re PROPERTY OWNERS: (LO(JISZ)4% personally appeared 0-d KG dh kmewftio-me or i n thp fingig of satisfactorV evi s to be the perso whose nam (�s, is/-esubscribed to the within instrument and acknowledged to me that he/sheAG executed the same in his/heri—to his/her/-toauthorized capacity(es and that by his/fi �-signatur s) n the instrument, the person�or the entity upon behalf of which the person cted, executed the instrument. WITNESS my hand and official eal. DANICA HERMAN Signatur Seal: COMM. 01422302 2: Fa NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE Comm. Expires June 5, 2007 A.P. # 8 bjb^1079R ~ JiviJJ I v,10249 1ilolll'o I �7 I 286+.iRa A 37A&A'l � "19b^tU�9A X2XOIQ WAMUOF �alvM I �niteirzp S : 9Qiq i EW,—puq B9 *4a3 :59 '�. '/a1•:.'; +.WeY'4.•Ma`iih'�?.W •t v:ri• l+h. v- lvrJ+, �?�' i of 1Ui !t �Nji ti 4A I, NNv Js Y' �Y � �.. a . 9t.. r •'-11 J:OYr s'a'.'rr± .µ 'Y,.tiW ..� Jay Cody and Kay Robison real property description THE FOLLOWING DESCRIBED REAL PROPERTY IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HIGH SIERRA ESTATES', WHICH MAP WAS RECORDED IN THE OFFICE OT THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 45, 46, 47. CERTIFICATES OF CORRECTION RECORDED SEPTEMBER 6, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-30526 AND NOVEMBER 12,1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-49095. EXCEPTING THEREFROM THOSE PORTIONS THEREOF WHICH ARE LOCATED A RAILROAD OF THE FORMER NORTHERN ELECTRIC COMPANY, A CORPORATION, AS SAID PORTIONS ARE DESCRIBED IN THOSE CERTAIN DEEDS, TO DAVID S. EDWARDS, WHICH DEED WERE RECORDED MAY 21,1906, IN BOOK 95 OF DEEDS, PAGES 128 AND 136 RESPECTIVELY, BUTTE COUNTY RECORDS. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. APN 030-250-058-000. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITY EASEMENT OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED "HIGH SIERRA ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF RECORDS OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27,1994, IN THE BOOK 135 OF MAPS, AT PAGE 45, 46, 47. CERTIFICATES OF CORRECTION RECORDED SEPTEMBER 6, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-30526 AND NOVEMBER 12,1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-49095. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE; CA 95965 COPY of Document Recorded 08 -Aug -2003 2003-0053213 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 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: Date_&/0L0 State of California County of CWH-e. On PROPERTY OWNERS: 1-7 11 G personally appeared C 1 Gv" K a kinowe4ornre or proved tolnemn-the basis of satisfacto evidence) to be the perso s whose natni is/�subscribed to the within instrument and acknowledged to me that he/shelijj executed the same in his/herfitigi authorized capacityes and that by his/he fj a �signatur s) n the instrument, the person—&or the entity upon behalf of which the perso cted, executed the instrument. WITNESS my hand and official eal. DANICA HERMAN Signatur Seal: COMM. # 1422302 MOTARY ru9uc-CAUwanu COUNTY OF BUTTE Comm. Expires June 5, 2007 ------------------- A.P. # Jay Cody and Kay Robison real property description THE FOLLOWING DESCRIBED REAL PROPERTY IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 7 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HIGH SIERRA ESTATES', WHICH MAP WAS RECORDED IN THE OFFICE OT THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 45, 46, 47. CERTIFICATES OF CORRECTION RECORDED SEPTEMBER 6, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-30526 AND NOVEMBER 12,1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-49095. EXCEPTING THEREFROM THOSE PORTIONS THEREOF WHICH ARE LOCATED A RAILROAD OF THE FORMER NORTHERN ELECTRIC COMPANY, A CORPORATION, AS SAID PORTIONS ARE DESCRIBED IN THOSE CERTAIN DEEDS, TO DAVID S. EDWARDS, WHICH DEED WERE RECORDED MAY 21,1906, IN BOOK 95 OF DEEDS, PAGES 128 AND 136 RESPECTIVELY, BUTTE COUNTY RECORDS. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. APN 030-250-058-000. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITY EASEMENT OVER ALL ROADS, AS SHOWN ON THAT CERTAIN MAP ENTITLED "HIGH SIERRA ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF RECORDS OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27,1994, IN THE BOOK 135 OF MAPS, AT PAGE 45, 46, 47. CERTIFICATES OF CORRECTION RECORDED SEPTEMBER 6, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-30526 AND NOVEMBER 12,1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-49095. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: -it r, Luce WA`i OnavtXACJ-. 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. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: `Z-3©- n3 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: 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. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Stonn Water Management Plan Revised 5/22/03 5'-6 5/4" 0 01, HI&H WALL. 1-2 ,5/4" i=IRE 5PRINKL.F-i - 5TORA6E TAl rC.-). I Hw t } ONE HOUR r-lRr- NALL ONE HOUR ATI�t� POOR i VIN, 5050. � c1�c� Awl ON RAINR. -145 INSERT OR 1 k � m I P�F-C-0 w- ci 5/4 (D d; 0 4 O ' o)' cl s Aa c�a 0 0 0 I 5A T PLANT 511EL I� 1l'-5 l/4"-.....—...-.,---------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page CONTRACTOR: WILLIAM SQUYRES, JR. ]--'-I_RL PROTE � -C'ViON ( 530 ) 345-1 01 2 ADDRESS* PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2004 File: ROBISON JOB : ROBISON RESIDENCE, 2 HEADS FLOWING STATIC : 50.0 Psi- RESIDUAL 40.0 Psi- FLOW 35 Gprn SPRINKLER MANUF RELIABLE MODEL : F'7_/RES/CC MIN SPR FLOW 14.0 Gpm MIN SPR FRES : 12.9 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM ------------------------------------------------------------------------------- 1 11.0 3.90 13.4 14.3 2 11.0 3.90 13.1 14.1 3 11.0 15.5 4 11.0 17.5 5 11.0 23.4 6 11.0 28.5 7 2.0 SOURCE 35.8 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq,Ft, TOTAL DESIGN AREA 512 Sq.Ft. ky REQUIRED DENSITY .05 Gpm/Sq , Ft. COMPUTED DENSITY .06 Gpm/ Sq.Ft. TOTAL SPRINKLER FLOW 28,4 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm c TOTAL WATER REQUIRED 28.4 Gpm TOTAL SPRINKLER PRESS 35.8 Psi WATER METER LOSS 0.0 Psi- @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 43.2 Psi by DEMAND PRESS REQUIRED 35.8 Psi Hydropics Engineering PRESSURE CUSHION 7.4 Psi 341-19 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-91.60 MAXIMUM VELOCITY 9.4 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUY.RES, JR. FIRE PROTECTION ( 530 ) 345-1 01 2 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 02-26-2004 File: ROBISON JOB : ROBISON RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) -----------------------_---=--------c 1 q = 14.3 K= 3.90 L= 7.5 Pt 13.4 Pt 13.4 1 Q= 14.2 F=L2B F= - 13.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.4 D= 0.884 TL= 20.5 0.1052 Pf 2.2 Pn 13.0 3 Pt 15.5 2 q= ------------- 14.1 K= 3.90 L= 10.0 Pt 13.1 Pt 13.1 2 Q= 14.1 F=L2B F= 13.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.4 D= 0.884 'T'L= 23.0 0.1036 Pf 2.4 Pn 12.8 3 Pt 15.5 ------------------------------------------ 3 q= 0.0 K= 0.00 L= 10.0 Pt 15.5 Pt 15.5 3 Q= 28.3 F=RB F= 6.0 C= 150 Pe 0.0 Pv -0.6 - Vel- 9 .4 D- 1.109 TL= 16.0 0.1248 Pf 2.0 Pn 14.9 4 Pt 17.5 ----------------------------------- 4 q= 0.0 K= 0.00 L= 38.0 Pt 17.5 Pt 17.5 4 Q= 28.3 F=4RB F= 9.0 C= 150 Pe 0.0 Pv -0.6 Ve 1 9.4 D_ 1 109 _ TL- 47.0 4 0.1248 Pf 5.9 Pn 16.9 5 Pt 23.4 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 21.5 Pt 23.4 Pt 23.4 5 Q= 28.3 F=2LB F= 19.0 C'= 150 Pe 0.0 Pv -0.6 Vel- 9.4 D= 1.109 TL= 40.5 0.1248 Pf 5.1 Pn 22.8 6 Pt 28.5 ----------------------------------- 6 q= 0.0 K= 0.00 L= 9.0 Pt 28.5 Pt 28.5 6 Q= 28.3 F=4RSL F= 18.0 C= 150 Pe 3.9 Pv -0.6 Vel= 9.4 D= 1.109 TL= 27.0 0.1248 Pf 3.4 Pn 27.9 7 Pt 35.8 ----------------------------------------------------------- Meter_ = 0.0 Valve = 0.0 7 --------Q-- --------- --------------------------------------------------------------------- ----------\------------------------------- 28.3 <« BOUNCE >>> Lit A.8 E=>45-Elb L=>90-Elb B=>Tee8ch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 91- 8- 7- 60 08-7- 60 4- 50 X Static X X X 40 + X Resid * Spr Sys 30 + 20 + 10 + I * 14ev Doss 0 +ii -+-- --- -----+------+ +-- - - - - -- 8d0 900 1000 6 X00 300 400 gb6l Ab0 700 1.85 FLi6�W-'{Cis��l�) : RO13ISON XZESIDV_kd�, i'II1�l�bS FLOWING -r Ater Supply Cure * - Water Demand Curve 5b.0 Av�il press 43.2 Psi @ ;8.4 Gpm i al 5b . � �` Id Press- 35 . 8 i aoj 28.4 Gpm MMMIL PRWAW NO. 186A - 24x36 01911 TU J, A/1 P", & TU Y1 EA V5 TF0 / UkAW TQCi,4AM FLO 1U SW- cflEtit VIAM M h hV C Id V I z� Fk 6 M VU h i IV N101111 NOTES: 1. System to be installed per N.F.P.A 13D, manufacturers specifications, and local A.H.J. 2. All piping t® be "Listed" CPUC or equiv. 3. Pipe hangers to be "Tolco" or equiv. 4. Freeze protection, water supply, carpentry and electrical by others. 5. Riser to be installed in "stud bay" within indicated wall. 6. Exact pipe run lengths and head locations subject to field ver-ification. 7. Heads to be Reliable F1/RES/CCP, K=3.9. Flows based on an 16'X16' grid pattern. (see attached cales.) 8. All pipes to be % inch diameter unless otherwise noted. �41 is A Ao LCV15-c'mp /1 . HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page CONTRACTOR: WILLIAM 1". SQUYRES, JR. FIRE PROTECTION ( 530 ) 345-1 01 2 ADDRESS: PO Box 3176, C11IC0, CA 95927-3176 Date: 02-26-2004 File: ROBISON JOB : ROBISON RESIDENCE, 2 HEADS FLOWING STATIC : 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm SPRINKLER MANUF RELIABLE MODEL : FI/RES/CC MIN SPR FLOW 14,0 Gpm MIN SPR PRES : 12.9 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 11.0 3.90 13.4 14.3 2 11.0 3.90 13.1 14.1 3 11.0 15.5 4 11.0 17.5 5 11.0 23.4 6 11.0 28.5 7 2.0 SOURCE 35.8 c , 0 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq. Ft, 512 Sq.Ft. TOTAL DESIGN AREA D �'Jon Yui - Rtt( REQUIRED DENSITY .05 Gpm/Sq,Ft. Lic. No. Pr5l COMPUTED DENSITY .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 28.4 Gpm TOTAL DOMESTIC FLOW 0.0 GPM TOTAL WATER REQUIRED 28.4 Gpm TOTAL SPRINKLER PRESS 35.8 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi- @ SOURCE Copyright (1991) SUPPLY PRESS AVAILABLE 43.2 Psi by DEMAND PRESS REQUIRED 35.8 Psi Hydronics Engineering PRESSURE CUSHION 7.4 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.4 F/S BYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2'1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SVUYKD3, JR. vlkV yD0].007I0N (530) 345-1012 &DDRD83r P0 BOX 3176/ C\|IC0, CA 95927-3176 Date: 02-26-2004 File: ROBZ300 JOB : ROBISON RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR P}lB3GTJllE NO. Qpm FIIIING TYPE RTC UR- lQSC Poi ______________________________________________________________________________ END DIAMETER TOTAL (Dai/FC) l g= 14.3 f{= 3.90 L= 7.5 PL 13.4 Pt 13.4 I ()= 14.2 F=L2B F~ 13.0 C= 150 Pe 0.0 Pv -0.4 l/el= 7.4 D= 0.884 %.I,~ 20.5 0.1052 Df 2.2 Po 13.0 ----_--_-----_-_------_----------__-_-------__-_-_----_--_---------_-__-- 3 Pt 15.5 2 cI= 14.1 I{= 3.90 I,= 10.0 Pt I3.1 Pt I3.1 2 ()= I4.1 F=I,2B F= 13.0 C= ISO Pe 0.0 Pv -0.4 \/eI= 7.4 D= 0.884 IL= 23.0 0.1036 Pt 2.4 Pu 12.8 ------------------------------------------------------------------------- ] Pt 15.5 � ) g= 0.0 K~ 0.00 L= 10.0 Pt 15.5 DL 15.5 3 {)= 28.3 F=RB F= 6.0 C~ 150 Pe 0.0 Dv -0.6 \7el= 9.4 D= 1.109 ][L= 16.0 0.1248 Df 2.0 Po 14.9 _________________________________________________________________________ 4 Pt 17.5 4 g~ 0.0 K~ 0.00 L= 38.0 Pt 17.5 Pt 17.5 4 ()= 28.3 F=4IlB F= 9.0 C= 150 De 0.0 D`/ -0.6 \7el= 9.4 D= I.109 ][L= 47.0 0.1248 Pf 5.9 Pn 16.9 ------------------------------------------------------------------------- S Pt 23.4 5 g= 0.0 K~ 0.00 L~ 21.5 Pt 23.4 Pt 23.4 S Q= 28.3 F~2I,B F= 19.0 C~ 150 Pe 0.0 P`r -0.6 \7el= 9.4 D= 1.109 7,L~ 40.5 0.1248 Pf 5.1 Pu 22.8 ------------------------------------------------------------------------- 6 Pt 28.5 5 cI= 0.0 f{= 0.00 L= 9.0 Pt 28.5 Pt 28.5 6 {}= 28.3 F=4BSL F= I8.0 C= 150 Pe 3.9 Dv -0.6 \/el= 9.4 D= I.109 ][I,= 27.0 0.1248 Pf 3.4 Pu 27.9 ------------------------------------------------------------------------- 7 DL 35.8 y4etez = 0.0 Valve = 0.0 ----------------------------------------- 7 --------------------------------------------------------------------- [)= 28.3 //< SOME -------------------- ` >>> pt ------------ � 3�.8 ` E=>45-Olb L=>90-Dl]o B=>%,ee13Cb fl=>7\aeDuu C=>CouPIg S=>SwgChk G=>datVl\r HYDRONICS : FIRE SPRINK4ER HDRAULIC GRAPH PSI 100 Ap 70 + 60 + I - 50 X Static I X I X I X 40 + X Resid 1* Spr Sys 30 + 20 + 10 d- E-� eV LOSS o+0 --+---.+----+------- --------------------A -------+-----------+------------+ U X66 300 400 566, 4'b0 700 860 900 1000 1.85 :,RO13ISON IZESIDEk,, 2 &bS FLOWING k Vlater Supply Cur- `k Water Demand Curve 50 . 0 0.0 AV��,il Press 43.2 Psi @ x,8.4 Gpm al 40.E A6''d Press- 35.8 �gi c* 28.4 Gpm > �,. _�., �� �� { ' n.� "' , 1 .7 4 � - �, t r+ � ,� HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page CON'.VRACTOR: WILLIAM P'. SQUY1U-;,S, ljR- 101.Pli; P1M'[T;CT1,ON (530) 34'--10'12 ADDRESS: PO BOX 3176, C11TC0, CA 95927-3176 Date: 07-24-2003 File: ROBISON JOB : ROBISON RESIDENCE, 2 HEADS FLOWING STATIC : 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm SPRINKLER M-AI\TUF RELIABLE MODEL : FI/RES/CC MIN SPR FLOW 14.0 Gpm MIN SPR PRES : 12.9 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO, FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 11.0 3.90 13.0 14.0 2 11.0 3.90 14.5 14.8 3 11.0 15.4 4 11.0 18.0 5 11.0 22.5 6 11.0 25.3 7 2.0 SOURCE 31.8 SPRINKLERS FLOWING 2 c) AREA PER SPRINKLER 256 512 Sq.Ft TOTAL DESIGN AREA Sq.Ft K REQUIRED DENSITY .05 Gpm/Sq Ft. COMPUTED DENSITY .05 Gpm/ SQ.Ft. TOTAL SPRINKLER FLOW 28.9 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 28.9 Gpm TOTAL SPRINKLER PRESS 31.8 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 43.0 Psi by DEMAND PRESS REQUIRED 31.8 Psi Hydronics Engineering PRESSURE CUSHION 11.2 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.6 F/S HYDRONICS. RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CON`i'RAC`1'OR: WILLIAM F. SQUYRES, ADQRESS: PO BOX 3176, CHICO, CA Date: 07-24-2UU3 Mlle: xubmuiv JOB a ROBISON RESIDENCE, 2 BEADS JR. FIRE PROTECTION (530) 345-1012 95927-3176 FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 14.0 K= 3.90 L= 6.5 Pt 13.0 Pt 13.0 1 0= 14.0 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.4 Vel= 7.3 D= 0.884 TL= 14.5 0.1027 Pf 1.5 Pn 12.6 2 Pt 14.5 ------------------------------------------------------------------------- 2 q= 14.8 K= 3.90 L= 6.0 Pt 14.5 Pt 14>5 2 Q= 28.8 F=R F= 1.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.6 D= 1.109 TL= 7.0 0.1291 Pf 0.9 Pn 13.9 3 Pt 15.4 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 11.5 Pt 15.4 Pt 15.4 3 Q= 28.8 F=L2R F= 9.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.6 D= 1.109 TL= 20.5 0.1291 Pf 2.6 Pn 14.8 4 Pt 18.0 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 31.5 Pt 18.0 Pt 18.0 4 Q= 28.8 F=3R F= 3.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.6 D= 1.109 TL= 34.5 0.1291 Pf 4.5 Pn 17.4 5 Pt 22.5 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 7.5 Pt 22.5 Pt 22.5 5 Q= 28.8 F=2L F= 14.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.6 D= 1.109 TL= 21.5 0.1291 Pf 2.8 Pn 21.9 6 4 Pt 25.3 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 9.0 Pt 25.3 Pt 25.3 6 Q= 28.8 F=4RS F= 11.0 C= 150 Pe 3.9 Pv -0.6 Vel= 9.6 D= 1.109 TL= 20.0 0.1291 Pf 2.6 Pn 24.7 7 Pt 31.8 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 -------------------------------------------------------------------------- ----=-------------------------------------------------------------------- 7 Q= 28.8 <<< SOURCE >>> Pt 31.8 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 70 + 60 + 50 X Static X X X 40 + X Resid 30 +* Spr Sys 20 + 10 + * Elev Loss 0 ------------- -r------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 . 1000 1.85 FLOW -(GPM) JOB : ROBISON RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi_ Avail Press 43.0 Psi @ 28.9 Gpm Residual 0 40.0 Psi Req'd Press 31.8 Psi @ 28.9 Gpm vv// two 11, VA( -.vi:.. VIM% I -A N K C-fi ALVAN 7 5 F) NAI 0 is .11 I I � IS I 4- till c) G' I (, i, -,- ;%lvallEr-Od I "I 0; pnj vv()l ljlSlW 16111k) 01 j!!jnIII 0 I)illlollsioll y :1(► 51) 1 )ia,x I It. VVI. .-. Wilid '1.3 jli x if ) l. PI ,12 ":;1l. 11.4 20 x 60 ��,l x GO 30 ,3 120 vWm"'I lo )C/B /1 IG vvn;I 2..2.0 :1 "M )(110 G40 vvw'-,1 4110 110 G W) x '12. GO,') Gciil Ilif (D 1.1 1 M Comb() 0 0 W41M., ml .11 11111 Vol hli,l911. ".11)(1 900 wtlioll /\It i . Allill ow V(7111(;:Il "Illy. Bulletin 13.5 Rev. A uj Types: 1. F1 Res 49 Pendent 2. F1 Res 40 HSW 3. F1 Res 49 CCP Pendent 4.. F1 Res 49 Recessed Pendent / F1 5. F1 Res 49 Recessed Pendent / FP 6. F1 Res 40 Recessed HSW / F2 Listings & Appr vale Listed by Underwriters Laboratories Inc. and UL.Certified for Canada (cULus) UL Listarac� Category Residential Automatic Sprinkler UL Guide Number VKKW IPatents lies to the Model F1 Res US Patent No. 6,516,893 app 49 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitivity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5 & 6) are equally attractive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers, with a K -Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive glass -bulb to shatter, releasing the distributing the difor scharged waterr flow onto lto control deflector, fire. Technical Dodo, • Thermal Sensor: Nominal 3mm glass -bulb ® Sprinkler Frame : Brass Casting ® Sprinklers' Pressure Rating : '175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: '/P" NPT (R %1) © K -Factor: 4.9 (Actual) - Pendent Sprinkler 4.0 (Actual) - HSW Sprinkler ® Density: Minimum 0.05 gpm/ft2 F1 Res 49 Recessed Pendent/F1 F1 Res 49 LUr' Pendent T.r al�es�"e .l , FJ ­Res 49 Recessed Pendent/FP F1 Res 40 Recessed HSVV/F2 Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent & CCP sprinklers use only the Model GFR1 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR1 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 40 HSW with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacOuesten Parkway, Mount Vernon, New York10552 Model FI Res 49 CCP Pendent 2 6/D' 166- 7— DOL 2 6/16" DK /l6GE GV CCu 6 [6&7mmJ — CUP 1".112" REDUCER CUP CEILMVC ' 1 FAC JFnmj 1 Max. FACE OF rirUNC TO race or cauNC 'A' s COYER AD1U3rMENr areIGHT 3 6/16" DtA. ,� 171 ICES 49 CGP PENp. Fig. 3 Model F1 Res 49 Recessed (FP push-ori/thread-off escutcneon) Fig. 4 Technical Data® F1 Res 49 CCP and FP SCR ®Moon Date: Thread Sprinkler CCP Assembly MwL Max Ambient K Sprinkler R3516 5iz® Rating TSITIP- H Pressure psi (bar) _ Temp. '-__ Fear Length inch (mm) 20 x 20 6.1x6.1 20 (75.7) °F °C °F -- °C °F °C _ Cover Adjustment inchAmmL-- CCP Height inch (rnsn) - ------��u-(24�---------- 12 x 12 (3.6x3.6) 13 (49) -Lir R3516 14 x 14_(4.3x4.3 _ NPT 155 68 13557 175 (12) 100 384.9 2.25(57) .(RV2) 150 66 -- --- F P Data 14/lax. Sprinkler Spacing Flow qpm ( ) Pressure psi (ba) Sprinkler Identilication mber 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 14 x 14_(4.3x4.3 _ — 13 (49)____ 14 (53)— _ .---__7_0 (0.48)--.-- _ 8.2 (0.56) 16 x 16 (4.9x4.9) 18 x 18 (5.5x5.5L 18 (681) 13.5 (0.93)— 20 x 20 6.1x6.1 20 (75.7) 16_7 (1.1 3. FP Position _ _ „A,. Inch ianrn� --- FuII�Recessed_------_%§1-)- — Fully Retracted Basic Principles of ISolvent Cementing The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation., It can mean the success or failure of the systern as a whole. Accorclirlgly, it requires tfie sal le professional C,11(' al0 attention 111M are given to other components of the sysleln. There are many solvent ccrlentil ig leclitiiclues published covering step by step procedures ori just how to make solvent cemented joints. I IOWCVeI; we feel that if the basic principles involved are explained, Mown and understood, a better understanding would be gained, as to wl tat techl-liClUe_'s are necessary to Suit pcll"LiUlar applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings ale flammable, so there should be rlo smoking Iwr ofIlet sources of Beat or flame in,vvorki.Fig or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safely information is available frons Harvel or IPS Weld -on) corporations. To consistently make o`t''. joints,c following g c' o .i ��tcarefullydo •'d. I The joining surfaces must be softened and made semifluid. Z Sufficient cement must be applied to fill the gap between pipe and fitting. 3 /assembly of pipe arid fittings must be made while the surfaces are still wet and fluid. 4 Joint strength develops as the cement dries. In the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. These areas must be softened and penetrated When using rhe ONF S I ISI' caner IIirrq process, penetration and softening can he adfleved by the cernenl itself (read ONF SIFT cementing procedures carefully; refer to inslallalion instm(lions). For certain sizes, under certain conditions, it may he desirable to use the IW() W:1, process which utilizes a pruner to ensure adequate softening. For example, when worl<ing in cold weather will) large diameter pipe, more time and acdclitionA applications may he required. Cement coatings of sufficient thickness Mole than snrfdicient cement to fill the loose part of the joint must be applied. Besides filling the gap, adequate cement layers will penclrate the swfaces and also remain wctt until 01c, join is assembled. Prove this yourself. Apply on the top Surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a thin brushed out loyc^r. fest the layers every 1 5 seconds or so by a yentie lap with your finger. YOU will note that the thin layer becomes tacky arid then dries quickly (probably within 15 seconds) Tire heavy layer will remain wet muctr longer. Now check for penetration r a few if after applying these layers. Scrape them with a knife. The thin layer will have achieved little or aro penetratiol l the heavy one, much more penetration. Surfaces must be assembled while they are wet and soft -A If the cernenl, coatings on the pipe aril fittings are wet arid fluid wherr, asserrnbly takes place, they will tend to flow together and becorne one layer. Also, if the cement is wet life surfaces heneath them will still be soft, and these softened surfaces in the Iighl part of it joint will toted to fuse loge_Ihet. Surfaces llon< r�erm As the solvent dissipates, the cement layer and LI le softened surfaces will harden with a corresponding increase in joint strength. A goocljoint will take the required working pressure long before the joint is fully ctry and final strength is ohiained. In the tight (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development of bond strength of solvent cernentecljoirrls is available. The Q UAL I T Y j b -t e V—SF VANE TYPE WATCRFLOW FOR SMALL PIPE SWITCH WITH RETARD ammmommommm Potter Electric Signal Coratparry Potter Electric Signal & Mfg. LTD 1967 Leslie Street 2001 Craig Rd.,/P.O. Box 20400 Doti Mills, Ontario, Canada M3102M3 St. Louis, Mo. 01314461 (4-16)441-1033 (314)11713-6321 / (1100)325 -3936 --- UL 8, ULC LiSTED STK. NO. 1113000 U.S. PAT. NO. 39219139, CANADIAN PAT. NO. 10096E10 O-rl-IER PATENTS PENDING. Tile Modol VSH-S1= is a van() typo waterllow swilc11 for use on wet sprinl<lor systonls Ilial use 1", 1 1/`I", or '1 1/2" pipe size. The unit may also ba used as a soclional walerflow detector on large systems. -1-ho unit contains two singlo pale double throw snap action switches and an adjustable pneumatic rotard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of 1110 dovico. Ilio low condi- tion must exist lora period of lime necessary to overcome the selected retard period. INSTALLATION: Those d0vicos may bo mounted in a horizontal or vortical pipe. On horizontal pipe they should be installoci on 1110 top side of 1110 pipe where I11ey will b0 ac- cossiblo. -1110 units should not be installed within 6" of a valve, drain or filling which changes tile diroclion of the walerilow.-1'11eunit 11as a 1"NI'l bushing forl11roading into a non corro .ivo " I"LL- See figure 2 for propor" I'L=L" size, type and installation. Sorvlco f'rossuro: Up to 250 PSI M11111raurn i low nolo for Alfarrn: 10 UPM MraxhTn.nn Surge: 16 FPS Enclosure: Cast Alur,lnurn, rod onarnal 11111$11. GOvor hold In placo with tamper rosistant scrows. Confaact [101111gs: Two sols �i 2PiU(Form C) 10 Amp. V. AC 2 Amp. 0 0-30V. DO Condull Entrrancos: 'Two openings for 1/2" conduit. U1ar100: 1_Islod I'lasllc, Coppor and Schedule 40 Iron Pipe. lolls plpo slzos - 1", 1 '/4". & 1 '/2"Neto: 6 paddles aro (urnlshod Willioath 111111, ono for oath plpo slzo of throadod or swoal T1.1=, ono for CPVC, and ono for polybutylono. Environrnontca{ Llmllulloras: 40" F/120" F 4.5" G/49" C Caution: I ,is flovico is riot Intondod for appllcalions In oxplosivo environments. Service use: NFPA-13 Automatic Sprinklor NFPA-13D Ono or l-wo Family Dwolling 313 nosidontlal OccupancyNFPA1up io 4 Stories NFPA 1 Central Slallon 71 NFPA-72A Local NFPA-7213 Auxiliary NFPA-720 nonloto Station NFPA-72D Proprietary Optional: Cover Tar,por Switch ,order Stk. No. 0090018 KII for Outdoor usoa Ordor Sit(. No. 1940036 — Screw 1110 (,()vice into Ilse "l -EE" filling as shown in Fig. 2. Caro ,rust bo takon to properly ori0rlt tile dovico for the diroclion of waterllow. T 10 varlo must [lot rub the irlsido of the "TEL" or bind in any way. Tho stony should rnovo frooly when operatod by hand. -1-he device can also be used it, copper or plastic pipe installations will, the propor adaptors so that the specified " I filling may be installed on the pipe run. 'i -E STING: Chock ilio operation of talo unit by opening the "Inspection l osi Valvo" rit it to el nd of tilo spri,klor lino or ilio dr air, a,d loss ro,nection, it an Inspectors Test Valvo is riot provided. It 11101-0 are 110 provisions for testing the operation of ilio flow detection device ori the system, application of the VSR-SF is 1101 recornmendod or advisable that shows 10 Pipe CAUTION: l-hore are 6 paddles furnished with each unit. These paddles Ibe us The screed w lthat holds the size and typo of "TEE" that they aro to be used with. The proper paddle T jUl 5.I must be securely lightened. REV , BULLETIN 002 PAGE 1 OF 2 PRINTED IN USA BELLS "I''POFrER PBA—AC & PBD—®C ® �� ��aaMNEuuua���w�abtlr�a '`tANl�R�NP.'dUCld&Nb�34tib7!Po�Uap �'' UL Listed, FM /-Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAG 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 „ M,,,,,,,e .w.,.,,,.. 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 outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (nmr) VOLTAGE MODEL NO. S POCK NO. CURRENT (MAX) 10 AT (3m)) (22)) n MINIMUM dB AT 10 PT. (9m) (1) li (168) 12VDG PUD 126 1706012 .12A 05 76 0 (200) 12VDG PDoI2U 1708012 .12A 90 76 10 (250) 12VDG PBD 1210 1710012 .12A 92 76 24VDC P13D246 1706024 .0(;A 87 8 (200) 24VDC 1'00240 17011024 .60A 91 ;76 79 10(255) 24VDC P11D."A10 1710024 .06A 9479 __6(150) 24VAC PBA246 100602-4 .17A 91 76 8 (200) 24VAC PBA248 1608024 .17A 94 76 10 (250) 24VAC PBA2410 1910024 .17A 94 76 fi(15o) 120VAG PRA1P06 1806120 .05A 92 02 6(200) 120VAG PIIA12011 1111101211 .0!,A 99 10 (250) 120VAG PBA12010 1510120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -3U° l0 158°F (-34" to sound. 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, 631 46-4 16 1 ° Phone: 800-325-3936/Canada 888-882-1833' www.pottersignal.com PRINTED IN USA MKT. 118850001 - REV P PAGE 1 OF 2 MFG. 115400776 - 3(99 INOOIIPU II A a r:U 36 coI,oNA. CA (iwo) 737-6590 «.Rm Itn.►N+,rte a FffG. 23 I-IANGE-11 1`011 C.I'.V.C. PL/ASJJC PIPE IJC)U131_.li F- AS'IT N1 II STRAP 'IYPE Size Mange - 3/4" thru 2" C.f'.V.C. pipe. 1►'Icalertal- Carbon Steel with galvanized finish G-90 govt spec. �[enctlon-I he Piy. 't.3 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. 00119 used in automatic fire sprinider systems. Fig. 23 and Fly. 24 can be installed on the lop or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Pig. 23 and f=ig. 24 can also f tinction as a re strainer to prevent the upward movement of the sprinitler head dtuiny activalk>n. (Approvals - Underwriters Laboratories listed to support fire sprinkler piping. Meets and exceeds tine requirements of N.F.I-I.A. 13, 13R, and 13D. F=eatures - 'I -he Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease iuslallalion. 'I'he flared edge design C. N. V.C. 1'111!; SIZE_ f'1G 3-1 1.4/4 1 4-3/16 _._s FIG. 24 I !FANG ER FOR C. PY. C. PL/AS'I IC PIPE DOUBLE F- ASTENER SJR AI' "I-YPE — SIDE mOUNT I----- A ----1� protects the C.P.V.C. pipe frorn any rough surface. The Fig. 23 design incorporates snap rel.ainers allow[ny easier and faster installation. The Pig. 23 and Fig. 24 are easily attached to the building struc- Itne using the two hex head self threading screws* furnished with the product. it is recolruneuded (hat rechargeable electric drills fitted with a here socket attachment be used as Installation tools. No impact tools (such as a hatnrner) or Impact fasteners (such as drive screws or halls) 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. Order- By - Figure number and CY.V.C. pipe size. Patents !'ending *-Hardened hex Ileac! self threading scre[u is furnished Willa the product and is the rninirnurn fastener size acceploble. C; MAN. HANGER FASTENER APPROX. 1-5/32 SPACING; I It' -X IIEAD WEIGHT I IG. 74 1-3/16 1-3/1y6 SIZE vL'Ia loo 5-1/2 5/1.6 9- FIG 24 FIV 23 3 1-16 .24 FIG. 23 5/16 1-9/16 1-5/32 1 3/16 1 3/16 2 5/8 i`' 1 '/1G w,l'5/46 ; a 108 j;1.+` a ; d �l�,'k" 2-3/32 1-1/2 1-3/16 1-3/1y6 6- 2_ 4.7/8 3 11/16 2-7/16 1-27/32 1-3/16. __1-3/1.6_- REVISED '3/94 5/16 11 - 1 fi------- ------15 NAT io" PRMVTAW NO. 166A - 2446 61115 U U -- -1-- , -. I I I I I - - A- - - - 1 9 1 1 ..__1__ PIUM vul-IiEv kapftl/ Z -h Z 1� E TI-) I L. NOTES: 75 BF LL, AP� TI b 1. System to be installed per N.F.P.A 13D, manufacturers specifications, and local A.H.J. 2. AD piping to be "Listed" CPVC or equiv. vi 3. Pipe hangers to be "Tolco" or equiv. JP R 4. Freeze protection, water supply, carpentry and electrical by others. I Riser to be installed in "stud bay" withmi indicated wall. 6. Exact pipe run lengths and head locations subject to field verification. 7. Heads to be Reliable FI/RE S/CCP, K=3.9. Flows based on an 169XI61 grid pattern. (see attached calcs.) 8. All pipes to be % inch diameter unless otherwise noted. R >