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SITE PLAN REVIEW 49-244 MCL 6 ALYCG 01-1559 `3;R DATA WY. OROVIL9j CONT: COOK & SONS ED NEW SF / p3 lAl air- 02 3 MACLEOD, ALYCE �N ' 32 DATA WAY, OROVILL -23.0 COM: PERFECTION POO POOL MACLEOD, ALLY" CE X05-0210 82DAWAY, ORO'✓IEEE CO;](: COOK S SON BUILDERS NEW GUEST HOUSE/GAPAGE l U 0 8 t � .•d RESIDENTIAL 036-240-060;02-2113 PERMIT NO MACLEOD, ALYCE '-' - 82 DATA WAY, OROVILLE CONT: PERFECTION POOLS POOL � 1 ' b 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY J =TK 0 = Not OK . = NotReadyabte 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 7. Water and Sewer Connected -C/O to Grade -HD Approval 1. Zoning Requirements -Setbacks -Easements 8. Gas and Electricity Tagged 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 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 O�uQ 6. Water; MH Test -Regulator -Connector Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Water and Sewer Connected -C/O to Grade -HD Approval 1. Zoning Requirements -Setbacks -Easements 8. Gas and Electricity Tagged 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 9. Tie Downs -Type -Installation Cert. 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 10. Exits; Insp.-Sketch 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 11. Cert. of Occupancy 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date POOLS (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line 1.,Oftbacks-Easements 3. Blocking mol Structure; Steel -Connections -Thickness Dea�c .Men -Lining 4. Gas; MH Test -Demand -Valve -4'€I ., Receptacles and Lighting, Distance-GFI 5. Electricity; MH Test I,t • Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test le onding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected 9. th Department Approval 8. Gas and Electricity Tagged .; Cir. Test -Water Supply Test 9. Exits /fl closure; Fencing -Alarms 10. License Decals n ^9Card B-1 Date Card B-1 Date 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 O�uQ 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.,Oftbacks-Easements 2 oilsiCompaction-Structure Stability mol Structure; Steel -Connections -Thickness Dea�c .Men -Lining -4'€I ., Receptacles and Lighting, Distance-GFI lec.; Pool Lighting; .15 Volts-GFI I,t • Enclosures; Conduit Entries -Terminals -Listed le onding; Metal w/5' -Circulating Equip. -Heater *0'51ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxe nclosures-Panelboards-Ins. to Main Conduit 9. th Department Approval .; Cir. Test -Water Supply Test jA1LigWI*6e /fl closure; Fencing -Alarms Date n ^9Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 O�uQ J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL .(Si Date UNDERFLOOR (Plans) OK except #'s . 1. Zoning -Setbacks -Easements -Flood -Slope •2. -Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel • 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date .Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 10 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow,'Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing .� ngle & Duplex)f 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-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 1 63. Infiltration -Walls -Windows i Date Card B-1 Date 1 Card B-1 Date Card B-1 Date i Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 1 • 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 1' - 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 I.., - - 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 1 O Yes . _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes D No - 84. Stucco Brown -Finish 1 • 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 6=1 Date 1 Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 444c�-,E6n (Z - -Li i7 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4-Tz--r71. Dat Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) . IAPPLICATION ANDPERMIT r�—zn ASSESSOR PARCEL NUMBER ,. 036-940-060 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION Cont 29,000-00 OWNERS MAILING ADD SS WAY, OROVILLE, C-4- 95966 TO CONTRACR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS 897 E4!;T 2= ST.� CHIC01 CA 95929 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $29,900 00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 284.50 ARCHITECT OR ENGINEERS MAUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 197-50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF )i Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: POOL - MASTER 500-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE s 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service .DA oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. r c� License Class Lic. No. J (� J �( v OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. *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' compensati n insurance carrier and policy number are: Carrier C.Avz-o Policy Number kla5 — 02— (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the ers' compensation provisions of section 3700 of the Labor Code, I shall forth th Comthose prov' ions _ Q I X �t��L{�VAP_"A.C1_Date to a Z SignaturLA of Applicant - ❑ Owner ❑ Contractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mein Service 2009 TO 10009 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. 8 ACC. Bu75. SO 3.50FT. EW N"ONRESDT' MULTI -OUTLET @7,50 POWER APPARATUS SINGLE OUTLET CIR. ovnET OR FaruREs Ex, Occup. BAS I o Ex. Occup. oFlxuriEis AEs ) F 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POO1 Electric +30, 00 PERMIT FEE $ 50. 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee is Occ CONST. TYPE TOTAL FEE $ 412.50 10 HAZ. D. FEES IMP I FLOOD CDF PARCEL PD HD ISS 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. —Y ey Da O PERMIT EXPIRES ON V 2 2/,2 0-r Iate ReceiptNo. '1A0 Al . 419. 50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � _.:ti`'�-•�+�'�t^'�•,;1»JiY.ty,:�++v�il�r�.i>�'1'`d'r"'-Y'�, �Fe�s�'�.�f`+'�:.•�1�'ti✓'�..-d�..'�,/{'�'�.''�tA�-M�+7�'..r.P'?�*.i•.3i'�y,�:.�.L-,�,.t-•-b.ii`4�'v�`�.(..i'r�.-. ,., L ' COUNTY OF BUTTE-DEPARTMEIXOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone'(�30)538.7541 Fax (530)538-2140 PERMIT"APPLICATION DATA SHEET OWNER: 1�(I_� rn ffC L-1` O D I ASSESSOR PARCEL NUMBER Q�� � `ice ' Q (p 0 Proposed Building Use: tJ Q eo UNSS A201- Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order toy apply. �4t2L Plot plans, 3 or 4 sets, signedky the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ r% ❑ 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 items.) ❑ 14. 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 OW-0V/4it p, 17. City of Chico Plumbing permit......................................................................... O 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: W< (B)Parking: . (C) Parcel Check: A ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization................................................... .......:....... .. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone Z77 71.7 and hold for pickup. I have been informed -of the above}tems and requirements for obtaining a building permit. Applicant: Date: t 1. Index permit application fortj& above items numb ed: Plan Chec 2. onal items required C -N o%Le-Pr r ,' w- V. ILA -3 ontrac r designer, owner, was ad sed cf the above data by YO phone, Mail, ❑ counter, by Date: _ ontract r, d igner, owner, was advised of the above data by. phW�'- mail, El r, b Date:_ ewed by: Date: Plans approved by: If Date:_ Structural reviewed by: Date: Structural approved by: Date:_ Note transfer by: r? Date: c T Yellow: Buildine Division .C__ E.N. USE ONLY P101 Pian Attachad�— rZ001, Man AWchad. . $ana to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance No Owner Location AP# _ Plan Approved for: Sewage Disposa Water Supply: Public Private Well NClearance for dwelling. Other t Hold final for: Final clearance O.K. for: NOTE: / C6� Environmental Health Specialist Date 8/96 Wow— J I NOTES j RESIDENTIAL Or I 036-240-060 - 01-1559 • -' MCLROU'D, ALYCE ' DATA WY. OROVILLE ` CONT: COOK & SONS • i. 5 NEW SF l a p t SPECIAL CONDITIONS CHECKED BY i SRA ! �_ (FLOOD CERTIFICATE REQ. ' r� IRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS I SUB -STANDARD HOUSING LETTER s OFFICE COPY t f Address f { GAS ���` p� Meter By Date IELECTRIC Meter By Daa-7�7 `J :JOB FINALED (Date) q111112-3 + Signature _ .Z �../ ��, .001 ./ = OK 0,= Not bK = Not Applicab-le• MOBILE HOMES = Not Beady Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Carports; Windows -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete FINAL (Plans) OK except #'s 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ /'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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Lis+.ed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready ELECTRICAL (Permit) OK except #'s RESIDENTIAL (; Date 2 Upderfloor (Plans) OK ekcept #'s 1. on' -Setbacks-Easements-Flood-Slope Romex Installe se to Edge of Studs & C.J. 2. tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 4. Ftg,.,, Porches & Decks; Soils -Steel-/ P' Ftg. Depth Date Card B-1 Date Card B-1 Stemwalls, Main; Ste el- Blockouts-Wrapped Card B-1 Date Card B-1 6. Stemwalls, Garage; Steel-Blockouts-Wrapped ✓ old Downs and Special Anchors 7. Slab, Steel -Wrapped xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. 9. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 3/ 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Card B-1 Date Card B-1 11. Water Pipe; Test-Anchors-Regulato r -Service Test Date 12. Electric Underground ills Proper Materials & Anchors 13. Plenums & Ducts; Clearance -Material -Support -Ins. Insulation -Walls -Ceilings 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Stop in Walls (rat proof) 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s 1.1f. oater H ent-Access-Combustion Air Battle A ld&_,J 9t"er Pipe; Test & Anchor -Nail Protection 1) 1. _ /7// CoV D.W.V.; Test Fittings & Anchor -Nail Protection" L 2 . Shower Pan; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s FLAMING (Continued) r fixture & Transformer Clearance -Ins. Protection 2 Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 26. Romex Installe se to Edge of Studs & C.J. 27 /Equi Ground made up /Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI Size & Romex Protection -Draft Stop -Ins. Baffles Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. 3 Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At nsulated Neutral ❑ Yes O No rvice-Riser Conductors & Ground Main Disconnect Euip. Clearances Panels Motors Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date/MECHANICAL (Permit) OK except #'s 39. C. Ducts Insulation & Support xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Vent Fan, Exhaust above insulation 31 Condensate Drain & Overflow, Size & Grade 397 urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 3/ Attic Access Platform3 Platform'Furnace in Attic Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 59. 60. ills Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Insulation -Walls -Ceilings Baring Walls over Girders & Floor Nailing QOO'Draft Stop in Walls (rat proof) . Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs C-457 Headers & Beams -Size & Bearing jingle & Duplex) Date FLAMING (Continued) r 46. angers -Post Caps -Anchors -Connectors ng. Joist-Rftr. Ties-Purlin-Roff Brac. -Truss-Shting.-Rfng. 5Wplace Ties or Type A Flue -Fireplace Throat Clearance 49" Size & Romex Protection -Draft Stop -Ins. Baffles 5 qjOrm. Windows or Exiting Doors -S II Ht. & Dimensions jL�ge Fire Protection Framing 517 Property Line Firewall & Openings S xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits th-Headroom-Rise-Run-Landing-Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers ng -Nailing Veneer 59. 60. co Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 6/ Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector 68. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6e Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 8. Elec. Trim & Subpanel, Breaker Sizes & Labels _68 -.stairs & Rails 7 Fireplace or Stove, Clearance -Hearth 7 ,Elec. Outlets at Wood Panel, Int. & Ext. 72�it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73/Elec. Outlets & Receptacles at Kit. Counter 74/Garage Fire Door; Swing -Landing -Closure 75. .C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7XPIb., Elec. & Mech. Equip. Listed for Location 7 Elec. Receptacles in Garage (F.F.I.)-Romex Protection . Insulation -Foam -Looked in Attic r.8(f. Guard Rails & Deck Construction -Post Caps 81,*"Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor U Yes Following Insild./Drive )—Yes J No/Walk, J Yes — o/Planters D Yes — o tucco Brown -Finish "I A.C. Unit Disconnect, Electrical -Plumbing 8e Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Be Water Well, Disconnect, Electrical, Plumbing 8j/Exterior Elec. Trim, G.F.I. Receptacle -Underground teVentilation Throughout House 8,q/Glass Protection 98!Corrections from Previous Inspections 91 Gas Test -Meters Tagged, Gas -Electric 92 ater & Sewer Connected -C/O to Grade -HD Approval 9 . nergy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center DHve • Oroville, CA • (530) 538-7541 CORRECTION NOTICE lP,W) e�l �ss� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date f/ C— Inspector U44�t REV 10/92 4 IL COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -- 411 Main Street* Chico,'CA • (530) 89112751 - 7 County Center Drive!• Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and s ould be corrected. Please notice this office when correction of work is completed. If yo ave any questions pertaining to this matter,. or need additional explanation, please cont is office immediately. t t u ��•3 J UZ CU K 1�. ���•t K:• r4 5 `� Dated - f . REV 10/92 r/4 -TIF - .ay,r-++.. -� .'aro• , r-'�.w..-. r{�Y ;.��+vv�•-.-=.r.rit„rt; � -'>w_.:: �.ji.+1Y�-� �T"+� p�;C'"S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street'o'Chico,'CA • (530) 891-2751 7 County Center Drive • Qroville, CA • (530) 538-7541 CORRECTION NOTICE (N U Ids 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, pia contact this office immediately. — 11 4 1 '. ER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES < 411 Main Street e Chico, CA • (530) 891-2751 7 County Center Drive • Qroville, CA • (530) 538-7541 CORRECTION NOTICE 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. u 11 r 7- - ) T7- S -a 1-2 0 c w Dat I In REV 10/92 R�• • .: A �., CERTIFfOATION CSF_ INSULATION ADDRESS OR TRACT ` SACRAMENTO BUILDING CONTRACTORS, INC. A� 4 r%% (Z; YL� � r' T . ❑ 1309'MELODY R+OAD� CA 95901 LIC#202026 �iJG / 3 `ARYSVILLE, ❑ 605 S. E* VALLEY, CA 95145 LIC#202026 i VBURN, S,RE GRASS / �T� ��j�T ❑ 3881 BEM' TAR•WAY SUITE A, CHICO, CA 95928 LIC#202026 ❑ D, 8924 AIR RT ROS REDu CA 96002 LIC#202026 DATE INSULATION COMPLETED I w' -�r (• �%_ �<„SS�UAREFEET)--. -+(,: �'� .��; ••- - b;QUARE FEET)' ( `- '""�• ''SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS, i FIBERGLASS FIBERGLASS MATERIAL FIBERGLASS FORM BATTS r FORM BATTS & BLOW FORM BAITS MANUFACTURER'S PRODUCT I.D. a MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. - MANUFACTURER MANUFACTURER 7• MANUFACTURER OCF 1.k - a `� OCF OCF BAG A � R -VALUE INSTALLED APPLIED THICKNEM§ --7R-VALUE INSTALLED PPLIED `�IN.INIA iICKN�S LED WEIGHT PER- J R -VALUE INSTALLED APPLIED THICKNESS SQUARE FOOT- e^> J Z KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER, FIBERGLASS-. BATTS OCF”- AIR INFILTRATION SEALANT MATERIAL �'' •` + . MANUFACTURER --- `"_� W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED -IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS + , SIGNATURE- INSULATION CONTRA - QR TITLE DATE SIGNATURE -E ERAL CONTRACTOR TITLE DATE t �► REMARKS: WHITe - Builder Copy, Green - Builder Copy, Yellow - Customer Copy, Pink =_Attic CopyWold" File Copy -r- .....-�.+�-�.-+. �," --^r`ti.---`= r� .-.r..Y-� �.�_-........ --vim.-- ..-- •--.-...+ti..�.-..-..—�-r�M1-..-..---�..v-...-n------_..-_-.....,-....�_-.+r-....YL.-�.r+r'^"."^..�•...-f+.-•-....--•--.` r- �_. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive ; Oroville, California 95965 • Telephone (530) 538-754 PERNO. IF (Rev. 12/96) APPLICATION AND PERMIT - S 03602400.060 ZONING 5 BUILDING PERMIT OWNER MCLEOUD ALYCE TELEPHONE SO. FT. OCC. BUILDING VALUATION 978 61 17,604.00 OWNERS MAILING ADDRESS 17 ADELAIDE OROVILLE CA 95966 C. 14'170-00 CONTRACTOR'S NAME COOK AND SONSb33-0302 TELEPHONE CONTRACTORS MAIUNG ADDRESS 147 LOMA VISTA OROVILLE , CA 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 179. 50.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee /7' —�. � Plan Checkin .Fee $919.50 $ ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS DATAEnergy Plan Checking Fee $ $ PERMIT FEE $ LOT NO.4 Dbt'ffffSri' SUB. 138-1 3 � .10 AC / PARCEL MAP PLUMBING PERMIT Ming Fee 20.00 USEOFSTRUCTURE SF 10 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap ILO 7.00 10,00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 •; TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: USE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ -CyN ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service A OR LESS 23.00 n 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 inI force and effect. 7 License Class Lic. No. & / 4y 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers'. compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number '(The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation rovisions of section 3700 of the Labor Code, I shall forthwith c ply Rh h e provisions. X 0.1 Date CO P� / Sigpfat6rg of Applicant -Owner Contractor ❑ Agent An OSHA permit is required for excav tions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW ."NG UP. SO OR ADDNS. ( 8 ACC. BLDS. 3.50FT. 50.25 NST NrypµRES. MULTI.OLfTLET @7,50 PowFA APPARATus a SINGLE ourLEr cIR. EX. Occup. CUTLET OR FUTURES BAL I.50 Ex. Occup. ourE�DTs AEss,D,oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 17 .25 MECHANICAL PERMIT Fling Fee 20.00 Heating . Cooling Hood 6.50 Ventilation 5 PERMIT FE]_ $F� Mobile Home Installation Fee $ Energy Inspection Fee $ R�cc co TYPE TOTAL FEE $ cj78 , 25 "Az. FE �P x �LpoD [i tgDF X P�cEL HD su This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date U PERMIT EXPIRES ON Q 4w Receipt No. -L -3 2Z 719--,1 3 ® S— - WHITE-D.D.S.-B.D. CANA -A SESSOR PINK -INSPECTOR -GOLDEN ROD -APPLICANT I COUNTY OF BUTTE - DEPARTYENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRI..• OROVILLE,,,CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ce ASSESSOR PARCEL NUMBER: L'73 Proposed Building Use: /V ,� F Building Inspector: Date: -d.5 -0/ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted .---------------------------------------------------------------------------- / . Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- . Complete plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------- OAI ineerin plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. ---------------------------------------------- ❑8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. anufactured Home data and in in tructions including Tie Down Specifications.------------------ Fees of $ I I C19- / S f - � ----------------------------------------------------------- I. Impact fees as shown on the attached schedule. --- --------------------------------------------------------- (� �f a- ox9V Tr California Department of Forestry plan approv fees. --------- --------------------------------------- -0210 U Flood elevation certificate. --------- ------------------------------------------------------------------ 4. Sanitation and plot plan approval — Health Department. -------------------------------------------- ,%% 0 ❑ 15. City of Chico plumbing permit. ---------------- ---------------------------------- ---------- =------------------ --..-- 1 6j. Plot plan and business license approval from the City of Biggs.---------------------------------------------------- "'a'd ------------------------=--------------------= "*a® !. -^+✓w� 7CIX-4&-79 Planningapproval for A Use: /' (B) Parking: ------------------------ .A(/GU ❑ 8. Contact Land Development about ❑ Improvements, ❑ Drainage,'❑ Legal Parcel. ----------------------- 1 .Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required Request to Building Inspector on (Date) E12 1. Contractor's license information. (Number, Name Style,.Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑14. Letter of signature authorization.------------------------------------------------------------ ------------------- . ecorded copy of Agricultural Acknowledgment, Statement .------------------------------------------------- 26. Letter of intent on building use.-------------------------------------------------------------- -------------------- ❑27. Manufactured Home utility clearance. ------------------------------ : Existing violations and/or expired permits. -------------------- ---------------- ---------------------------------- 029.0433 ------------------------------------------------ ❑ 9.❑433 A, ant Deed, ❑ M.H. itle, ❑ Check to H. $ .-------- ---- - ;en you issue the Ter process as fo ws ❑ tl t o , ❑ ail to c�nntractor. Telephone�� d o dic at `Y A'Arce Deliv ector. Applicant: Date: Cop fH - t form sent o Health Department, o Fire Department, ❑ ffir Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Deparlmeg�,jo Other:V5;_�71 - DkC _-43y: 1. Index permit application for the above items numbered / ❑ Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the abo a by bjA one, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above wired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner was advised of the above =L=_-,;�lans phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: � Date: approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, 13 A.P. folder. Note transfer by: Date: L4Z, Yellow Copy - Department of Development Services, Building Division. ?J E.H. USE ONLY Plot Plan Attached Floor Plan AtAched Sent to B.D. — / D TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Lt �N �,-' Dlam- 3 6 --2y o � d Owner ocation AP# Plan Approved for: Sewage Disposer I Water Supply -,,j\ Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental He M. Specialist Date IQ'.'^"��:'_"""-'�•-^'�--•>�-^►'—'."r"�•—+a+�..r�t�rr:3: was r»-i���-•-4c BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per,Building) School District Q Building Department No. A.P.Number �(P ^f(/� Jurisdiction: Clty� County Property Owner { Property vocation/Address 6A4,�� Subdivision, Lot No. .................. Residential Development �� Sq. Footage No o Living ►Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ..........................................................................:........................................ r CommerciaUJnclustrial a r •.-0 _4 u jc `i Sq. Footage �v+-- 4 s: New Addition -', 1 ,.: ' (Including—Exterior Roofed Areas) 9r70/ Buildina Deoartm`ent`Reor. sentative Date rians reviewed ov scnooi uistnct District Identification No. S 1A.36 School District certifies that (Applicant) (Street Address) (City) has complied with the requirements of Resolution No. representing -77 square feet. Paid by Check # Remarks: (State) (Phone Number) 9sg (Zip Code) by payment of $ �—O 12 ,17. /L AB 2926 $ FULL MITIGATION $ Date 1 1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date. fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), 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 V.. I _ 1 APPLICANT: OWNER: PERNM #: A. P, #: WORK DESCRIP'I7 ;CT PROCESSING RECORD %'I A , , Off Emood SITE PLAN REVIEW APPLICATION Date: AP# 036 2 L1 0 — 0 (:), 0 Permit Number (if applicable) � APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: C I Parcel Size: % 0 �'-- i S`33-�3.D2 L ATS Residential Ja 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 A Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): Single'Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ T Well DO NOT WRITE BELOW THIS LINE ❑ Approved Approved ❑ Site Plan Stamped Approved By Date Q) Pagel of 5 ❑ Resolve Problems Prior to Approval 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.: 10 2S °Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) r_1 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)' r ❑ Cohasset Area (See attached standards and requirements_) ❑ Grading Zone (See attached handout) I 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: H R — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 a Zoning Code Streets & Highways Fire Prevention Subdivision Map Front c' Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 a Applicable Development Fees Standard Fees Amount Formula ❑ .Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------ Subdivision Map Special Fees Water Tender— ❑ Road Improvement North Oroville Area-T'2*4&'Ptc ❑ Other (per map) ' 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 Q Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Cbmply 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 J1 Subdivision Map/Parcel Map: J�o TCT- S v ✓3 Map Date of Recording: )0 -2 -9 -IC' Lot: ! ❑ Use Permit/Minor Use Permit Permit Number: Book:—' 3C�j Page: Date of Approval: It Comply with the following Conditions of Approval: ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with . the National Fire Protection Association Standard for installation of sprinkler, systems in one and two family dwellings and mobile homes, NFPA _Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. 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. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed" for buildings and vehicular access, . and provides for methods to protect the trees identified to be preserved, shall be`provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation. removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4. inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other-developmentactivities shall occur within the fenced area. ❑ 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. Page 4 of 5 f�l�Tg1J t t,.., 2Vi'c S bU Ut) X6 C mATC,)�ti TO 11I S �rJs l r� vCC PLaJ-Yr SMUCIS o e,(,Q Q '7At3uS!-� A SO MO !�►S iy 2.1'�NC� Ski t�,1� pmt) N D SIA e-�4 f'uA O -V Fvet) l4ST-i DN 6Z Gc) A 8A'W)f--S b�r�u 1J -r -n. To rm-&-ye N T -Four VL Vk-Ax CuS �21A-�' �C , ?MVEA9 A �i2T��1G1AL 1�f2A11`1���, 02 t*r-f-Te?—M(,.IS-CO EweQ No D 1 SYS t2t�,N f� A2�.A ---P2EscayF, it.L OAK. -c'2 �,5 -To -TAG -FtI u,-. ExTf jJ; PO ?Ls \ C3 t.L - o AK. T2EF, AA A 11,41.,, i16 Go xi S -MI) c_`n O!J Summary of Specific Requirements: V1 wl 30 -FT- 5&-T3ACIK This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan'Reviewl.doc Page 5 of 5 t _ " AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION '7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 200 1 —0027559 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:22AM 27 -Jun -2001 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 13.00 CONFORM .00 Cindy Page 1 of 3 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE EXHIBIT-"ONE"ATTACHED HERETO Date /, PROPERTY OWNERS: ALLYC��°LEOD State of California County of Butte On June 27, 2001 before me, TERRI A. RISTIN NOTARY P PLIC personally appeared------------------------------------------------------- personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same` in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS hand and official seal. Signature =0,,4 # 036-240-025 Seal: TERA •� RUSMN Qommissiori i�i23.�620 a Notary• Public v Buffo Couri Caiit6mia My. Comm.. xp• OCT 24,29W3 c j «« 5h yj #rte 2 ' :m2 tS x.; / , ! . LEGAL DESCRIPTION EXHIBIT "ONE" All that certain real property situate in the County of Butte, State of California, being more particularly described as follows: PARCEL A: Parcel 4, as shown on that certain Map entitled, "DOLDER TRACT SUBDIVISION", which map was recorded in the office of the Recorder of the County of Butte, State of California, on October 2, 1995, Book 138 -of Maps,.at pages 1, 2 and 3. RESERVING THEREFROM a non-exclusive right of way for road and public utility purposes over Data Way, as shown on said Map. PARCEL B: A non-exclusive right of way for road and public utility purposes over Data Way, as shown on that certain Map entitled, "DOLDER TRACT SUBDIVISION", which map was recorded in the office of the Recorder of the County of Butte, State of California, on October 2, 1995, Book 138 of Maps, at pages 1, 2 and 3. PARCEL C: A right of way for road and public utility purposes as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 6, 1981, Book 81 of Maps, at page 73. PARCEL D: A right of way for road and public utility purposes over a strip of land 60 feet in width, being a portion of the Northwest quarter of the Northwest quarter of Section 36, Township 19 North, Range 4 East, M.D.B. &.M., the centerline of which is described as follows: Beginning at the intersection of the Easterly line of the Oroville- Wyandotte County Road with the South line.of the Northwest quarter of the Northwest quoter of said Section 36, from which point 1 1/211 iron pipe with L.S. tag 2513, marking the Southwest corner of said Northwest quarter of the Northwest quarter of said Section 36 bears North 890 16' 14" West, 625.49 feet; thence North 890 16' 14" East along the Southerly line of the Northwest quarter of the Northwest quarter of said Section 36, a distance of 126.00 feet; thence North 620 51' 14" East, 202.00 feet; thence North 360 19' 14" East, 148.00 feet; thence North 180 30' 14" East, 197.00 feet; thence North 270 35' 14" East, 77.00 feet; thence North 800 21' 14" East, 240.00 feet to a point on the West line of the land described in the Deed to Edwin Rudolph Dolder, dated April 25, 1962 and recorded May 7, 1962, Book 1178, Page 636, Butte County Official Records. CONTINUATION OF PARCEL D: EXCEPTING THEREFROM all that portion of said right of way lying within the boundaries of the Southwest quarter of the Northwest quarter of Section 36, Township 19 North, Range 4 East, M.D.B. & M. PARCEL -E: A non-exclusive right of way for ingress and egress and public utility purposes, 30 feet in width lying adjacent to and Southerly of the following described line: Beginning at the Southwest corner of Parcel 1 of that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on February 13, 1985, Book 98 of Maps, at page 71; thence Easterly along the South line of said Parcel 1, North 890 03' 05" East, 188.37 feet to the end of the herein described line. AP# 036 240 025 000 End of Legal September 25, 2001 Alyce McLeoud 17 Adelaide Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oro ville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-240-060 Building Permit Number: 01-1559 Ther, nttwp, reviewed building plans for the permit application referenced" above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as -follows: 1. Your energycalc ations ow the orientation of the building to be 270 degrees west. This is not correct. The ho se oes not face due west according to the plot plan. The calculations do not show the ceili insulation on the CF -1R Form, and the Mandatory MeasuresChecklist uld include all minimum insulation requirements. The glazing areas on the south and st ar incorrect. I find 137 square feet on the east and 69 square feet on the south. Plea submit evised calculations. S T $eC T URAL 'C O MMENT S: Provide 30.5' shear wall along wall line C as specified in the structural calculations.' 2. Provide verification from the truss manufacturer that truss B4 is adequate to carry the intended'2900 lb. drag load.w, L� y9V2-c,vi VU-� M t KF AA 1. WE- C-e,�r-- w t u- S v ►$AoL i T- 1rJaA-C PART - II W'r nneT.S c --v K i'" k �G�oi�. 7/2z/07 The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Pay Balance of Building Permit fees in the amount of $1199.95 Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 1 of 2 VV heriff fees = $360.00. `ater tender fees in the amount of $200.00 are required prior to the issuance of Nhis building permit. North Oroville Traffic Impact fees. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. Fire sprinkler plans and application OR have Ted Crawford sign off on this item, stating that the sprinklers are not required. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Philo Hunt, P. E. Plans Examiner Plan Check Engineer Cc: Michael Hubley, P.E. 2 of 2 July 24, 2001 Alyce McLeoud 17 Adelaide Oroville, CA 95966 D.P Developtent artment of Develo tent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-240-060 Building Permit Number: 01-1559 This office reviewed building plans for the permit application referenced above. The plun examiner's comments are listed below. A plan check has NOT been done pending the items below. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Truss D2 is missing from the package. Please check the span of truss D1 and D2. The plans call for 21'6", the Truss D1 calls for 23'6". Show the supports under all girder trusses. Show ALL header sizes on the plans, and have them agree wherever they are shown. Put ALL footing sizes from the calculations on the foundation plan. Provide truss engineering for the furnace in the attic. Provide truss engineering for the loading of the dormers or a letter from the Truss Company that the submitted trusses will carry the load. Have the engineer put ALL of his requirements on the plans. Have the engineer provide a letter that he has reviewed the trusses. 10. ire sprinklers are required. We will not issue the permit for the house until a fire sprinkler permit is ready to issue. aPer the Parcel Map, provide a botanical survey to the Planning Division. PLAN CHECK HAS NOT BEEN DONE. Sincerely, Linda Simpson Plans Examiner 1 of 2 er ,TAeh August 2, 2001 • 1 • VerticalTechnology Engineering RO RX 28Z Chien, CA 99.-7-82 PK (5M) ffl9eM Fax (So) 89�41M Linda Simpson C/o Department of Development Services 7 County Center Drive Oroville, CA 95965 Dear Mrs. Simpson: I have reviewed the truss calculations for the Alyce McLeoud residence. The calculations are in general conformance to the design loads and structural design for the residence. Sincerely, �Frsy �e �No. C 60387 -� Mike Hub * FXp 3 P.E. . VIL F OF CAl1W� SAN REVIEW RESPONS*ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 17here must be a vz response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate y, response to each item and the location where the information can be found on the plans/caics. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /K O PLAN CHECK ITEM # RESPONSE BY: C pvj �E:�t bc� LO TIO ON PLANS/CALCS: / "f 5's d -Z COMMENTS: L( PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLLA�NS/CALCS: ZL COMMENTS: L( PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: / COMMENTS: ZC?S PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LC • t r� SAN REVIEW RESPONSEOORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate y, response to each item and the location when the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: C_ do 7�/l/I -Ouj ZiC14 M4&41 ' LOCATION ON PLANS/CALCS: Gcd S , COMMENTS: f F/-Znkn'� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS//CALLCS: COMMENTS: ell f F/-Znkn'� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: F/-Znkn'� PLAN CHECK ITEM X RESPONSE BY: V� I tiC� &/�G°�l� LOCATION ON PLANS/CALCS: � COMMENTS: CHECK yITEM # RESPONSE BY: LOCATION ON PLANnS/C�ALCS: 16AN REVIEW RESPONS*ORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a w response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate y; response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: /7.0/ ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a 62 Soo tkjr�- PLAN SE BY: PONSE BY: TION ON LOCATION PLANS/CALCS: PLANS/CALCS: CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------------------------------------------------------------------------- Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 Project Address: AP #036-240-060 McLeoud Building Title: McLeoud House Building Permit # Document Author: Don Freemyers Telephone: 530-533-9365 Plan C ick / Date/ I Mgx Compliance Method: CALRES2 2001 beta 1.39 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 2702 ft2 Conditioned? Exterior Conditions/Descripti Average Ceiling Height: 1010" ft -in Yes ------------------------- Grade Building Type: SFD Single Family Detached Building Front Orientation: 240 deg (West) ..yam. Glazing Area, % of Floor Area: 17.4% Fenestration Fenestration Exterior 0 ang Average Fenestration U-Value:0.52 (ft2) U -factor SHGC Sha Average Fenestration SHGC: 0.52 0.57 0. ut` cr7.� gneCWindow Number of Stories: 1 0.50 (�Bcrn C�rg Number of Dwelling Units: 1.00 0.55. Sc Overhang Floor Construction Type: Slab on grade 0 At gScrn None BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value --------------- R -value R -value U -value Location/Comments ---------------- Door 0 -- -------- 3.03 -------- 0.330 ----------------------- Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Unconditioned Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Wall 21 0 16.95 0.059 Outside Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.756 Outside Slab Perimeter 0 0 0 0.507 Unconditioned FLOOR TYPES AND AREAS Construction Type ------------------- ------------ Area (ft2) -------------- Conditioned? Exterior Conditions/Descripti Slab 2702 Yes ------------------------- Grade FENESTRATION ..yam. Area Fenestration Fenestration Exterior 0 ang Type/Orientation (ft2) U -factor SHGC Sha Window West West 56.0 0.57 0. ut` cr7.� gneCWindow 44.0 0.50 (�Bcrn C�rg Window West 23.3 0.55. Sc Overhang Window South 57.5 0.50 0 At gScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 FENESTRATION continued Water Water # of Energy Volume System Name Type ------------ -------- Area Fenestration Fenestration Htrs Exterior Overhang Type/Orientation (ft2) U -factor SHGC Shading and Fins ----------------- Window South ----- 18.7 ------------ ------------ 0.55 0.65 ---------- BugScrn -------- None Window East 56.0 0.50 0.50 BugScrn None Window East 8.0 0.50 0.50 BugScrn None Window East 90.0 0.50 0.50 BugScrn Overhang Window North 45.0 0.50 0.50 BugScrn None Window North 51.1 0.55 0.65 BugScrn None Window North 20.0 0.50 0.50 BugScrn Overhang THERMAL MASS Area Thick Type Cover (ft2) (in) Location/Comments --------- None -------------- ----- ----- --------------------------------------- HVAC SYSTEMS Type Efficiency -------------------------- ---------- Furnace 0.80 AFUE Air cond. - central pckg 9.16 SEER HVAC DISTRIBUTION EFFICIENCY DETAILS Refrigerant Distribution System Charge and Location Airflow TXV and R -value ----------- ------------------- N/A Attic R-4.2 Yes Attic R-4.2 Supply Duct Surface ACCA Manual D System Name Area Design ---------------------------------------- CEC 100%R4.2 730 No WATER HEATING SYSTEMS Duct Leakage Target (leakage cfm/ % of fan cfm) Fan CFM n/a 1891 Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name Heater Type Htrs Factor (gal) Standard—Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.62 ------ 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard Gas -- No No CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. CERTIFICATE OF COMPLIANCE: Residential Page 4 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Allyce McLeoud House Run: 159 26 -Sep -01 DESIGNER OR OWNER W. Summner Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Don Freemyers Don Freemyers 530-533-9365 Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 Project Address: AP #036-240-060 McLeoud Building Title: McLeoud House Building Permit # Document Author: Don Freemyers Telephone: 530-533-9365 Plan Check / Date Compliance Method: CALRES2 2001 beta 1.39 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 20.14 Space Cooling 12.42 Water Heating 10.55 Total Wall 43.11 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones Total Conditioned Volume: BUILDING ZONE INFORMATION Proposed Design --------------- 18.82 14.15 9.00 -------- Complies 41.97 Yes 2702 ft2 1010" ft -in SFD Single Family Detached 240 deg (West) 17.4% 0.52 0.52 1.00 1 Slab on grade 1 27020 ft3 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ House 2702 27020 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type - (ft2) factor Rval Rval Azm Tlt Gns Type Location/Comments ---------- ------ ------ ---- ---- --- --- --------------- ------------------- Zone = House Door 20.0 0.330 0 3 240 90 No CEC30-Wood Unconditioned Wall 321.7 0.059 21 17 240 90 Yes W21_2x6.16- Outside Wall 190.0 0.059 21 17 240 90 No W21.2x6.16 Unconditioned Wall 658.8 0.059 21 17 150 90 Yes W21.2x6.16 Outside Wall 538.9 0.059 21 17 330 90 Yes W21.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Exterior Shade Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 Tilt ---- OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Type (ft2) factor Rval Rval Azm Tlt Gns Type Location/Comments ---------- ------ ------ ---- ----- --- --- --------------- ------------------- Wall 506.0 0.059 21 17 60 90 Yes W21.2x6.16 Outside Floor 2702.0 -- 0 -- -- 180 No Slab140C Grade Ceiling 2702.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Exposed 22010" 0.756 0 16 Outside Exposed 2110" 0.507 -- -- Unconditioned FENESTRATION SURFACES Fenestration Name -------------- Zone = House F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 R -la R-1 R-2 R-3 R-4 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 L-1 L-2 L-3 L-4 Area Tru Exterior Shade Exterior Shade Type ---- (ft2) ----- U -factor ---------- Azm --- Tilt ---- Type ---------------- SHGC ---------------- Wind 4.0 0.57 240 90 BugScrn 0.76 wind 4.0 0.57 240 90 BugScrn 0.76 Wind 24.0 0.57 240 90 BugScrn 0.76 Wind 24.0 0.57 240 90 BugScrn 0.76 Wind 7.0 0.50 240 90 BugScrn 0.76 Wind 23.3 0.55 240 90 BugScrn 0.76 Wind 7.0 0.50 240 90 BugScrn 0.76 Wind 5.0 0.50 240 90 BugScrn 0.76 Wind 25.0 0.50 240 90 BugScrn 0.76 Wind 15.0 0.50 150 90 BugScrn 0.76 Wind 20.0 0.50 150 90 BugScrn 0.76 Wind 10.0 0.50 150 90 BugScrn 0.76 Wind 12.5 0.50 150 90 BugScrn 0.76 Wind 18.7 0.55 150 90 BugScrn 0.76 Wind 4.0 0.50 60 90 BugScrn 0.76 Wind 8.0 0.50 60 90 BugScrn 0.76 Wind 4.0 0.50 60 90 BugScrn 0.76 Wind 16.0 0.50 60 90 BugScrn 0.76 Wind 16.0 0.50 60 90 BugScrn 0.76 Wind 16.0 0.50 60 90 BugScrn 0.76 Wind 15.0 0.50 60 90 BugScrn 0.76 Wind 15.0 0.50 60 90 BugScrn 0.76 Wind 30.0 0.50 60 90 BugScrn 0.76 Wind 30.0 0.50 60 90 BugScrn 0.76 Wind 4.0 0.50 330 90 BugScrn 0.76 Wind 4.0 0.50 330 90 BugScrn 0.76 Wind 16.0 0.50 330 90 BugScrn 0.76 Wind 16.0 0.50 330 90 BugScrn 0.76 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- FENESTRATION SURFACES continued Fenestration 11011 Area Name -------------- Type ---- (ft2) ----- L-5 Wind 5.0 L-6 Wind 16.7 L-7 Wind 16.7 L-8 Wind 10.0 L-9 Wind 10.0 L-10 Wind 17.8 OVERHANGS Fenestration -------------------------- Name Width Height F-5 11011 71011 F-6 316" 6'8" F-7 11011 710" F-8 510" 11011 F-9 5101 510" B-7 31011 51011 B-8 31011 51011 B-9 610" 510" B-10 61011 51011 L-8 210" 510" L-9 2 1 0 11 510" Length Tru Exterior Shade Exterior Shade U -factor ---------- Azm Tilt Type SHGC 0.50 --- 330 ---- 90 ---------------- BugScrn ---------------- 0.76 0.55 330 90 BugScrn 0.76 0.55 330 90 BugScrn 0.76 0.50 330 90 BugScrn 0.76 0.50 330 90 BugScrn 0.76 0.55 330 90 BugScrn 0.76 Length Height Left Right 1H' 'V' Extension Extension ------ 2010" --------- 31411 --------- 010" --------- 21'0" 201011 3 1 4 11 '0" 01011 181611 2 0' 0" 3 1 4 11 '0" 01011 211011 2 0' 0" 3 1 4 11 0 1 0 11 171011 2 0' 0" 3 1 4 11 0 1 0 11 171011 421011 2 1 4 11 0 1 0 11 161011 4210" 21411 0101, 1610" 4210" 21411 010" 1310" 4210" 21411 0101, 1310" 421011 21411 21011 '1 A 1011 ' 1142 421011 21411 2 1 011 1 011 FINS Left Fin Right Fin Fenestration Dist Dist -------------------------- Fin Fin Ht from Fin Fin Ht from Name Height Width Depth Height 1V1 fenes Depth Height 1V1 fenes ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None HVAC SYSTEMS Refrigerant Minimum Charge and Equipment Duct Location System Name System Type Airflow TXV Efficiency and R-value ------------------------------------------------------------------------ Zone = House GasFurn80 Furnace N/A 0.80 AFUE Attic R-4.2 ACPkg10 Air cond. - central pckg Yes 9.16 SEER Attic R-4.2 HVAC DISTRIBUTION EFFICIENCY DETAILS Duct Leakage Supply Target Duct Surface ACOA Manual D (leakage cfm/ System Name Area Design % of fan cfm) Fan CFM -------------------------------------------------------------- CEC 100%R4.2 730 No n/a 1891 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ Heater Name Heater Type Htrs Factor (gal) -------- Standard—Gas Standard ----------------------------- StandardGas Storage gas ---- 1 ------ 0.62 ------ 50 SPECIAL WATER HEATING SYSTEM CREDITS Solar savings Wood stove Wood stove System Name fraction boiler? boiler pump? ------------ ------------- ---------- ------------- Standard Gas -- No No SPECIAL WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- COMPUTER METHOD SUMMARY Page 5 C -2--Z Project Title: Allyce McLeoud House Run: 159 26 -Sep -01 -------------------------------------------------------------------------------- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Heating duct register location: Ceiling. 2. Cooling duct register location: Ceiling. MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum com.ponent performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. §I50(b): Loose fill insulation manufacturer's labeled R -Value. ' §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). ' §150(d): Minimum R-13 raised floor insulation in framed floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors, and In filtration/Ex filtration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricated)have label with certified U -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and tactory-built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control C. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: I IVAC equipment. water heaters. showenccads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE. SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1300): Pipe and tank insulation I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank. non -recirculating systems. insulated (I14 or greater) 3. Back-up tanks I'or solar system. unfired storage tanks. or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. 6. Pipin; insulated between heating source and indirect hot water tank. July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable bones when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENZ Space Conditioning, Water Heating and Plumbing System Measures: (continued) • § 150(m): Ducts and Fans I. All ducts and plenums constructed. installed, insulated. fastened, and scaled to comply with the ICBG 1997 URIC sections 601 and 603: ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic. tape, aerosol sealant or other duct closure system that meets the applicable requircmetns of UL181, ULI81A, or UL 18113 and other applicable specified tests for longevity given in § 150(m).. 2. Exhaust fan systems have hack draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa I (eating Systems and Equipment. 1. System is certilied with 78% thermal efficiency, on-off switch, weatherproof operating instructions. no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover tier outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. § 115: Gas fired central furnaces. pool heaters. spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: § 150(k) I.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 1umcnsAvatt or _reatcr liar general lighting in kitchens. This general lighting shall be controlled by a switch on a rcadih accessible lighting control panel at an entrance to the kitchen. § 150(k)2.: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an cllicacy of 40 lumensAvatt or greater switched at the entrance to the room or one of the alternatives to this requirement alluxvcd in § 150(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. JUIV 1, 1999 VA" • 16, FAX TRANSMISSION VERTECH ENGINEERING 383 Rio Undo Ave. Ste. 200 CHICO, CA 95926 (530) 899-8716 FAX: (530) 899.1102 To: Philo Hunt Fax #: (530) 538-2140 From: Mike Hubley Subject: Mcleoud Residence Date: June 24, 2002 Pages: 1, Including this page The shear wall length on grid C may be shortened to 1426" total length provided the wall is edge nailed at 3" o.c. in lieu of the 6" specified in the calculations. Call if you have any questions or concerns. Id WUZV :80 2002 b2 'unf 20iI 668 02S 'ON XH3 ONI833NIJN3 HJ3183n : W02l3 �s.vxema6d�1 ' - Verticaffechnology, er Engineering 3650 Morrow Lane, Chico, CA, 95928 ech Ph:�(530),899-8716 Fax (530) 899-0688 "Email MDHPE@cs.com Structural Calculations Client: Cook and Son Builders Project: Mcleoud Residence Data Way Location: Oroville , CA 95966 APN: 036-240-060 (o X21 M BUTTS COU BUILDING DEPARTMENT, APPPOVP-D 9/2 -5/0/ P, #. Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. )a=i GE' cvp Y VERTECH ENGINEERING PROJECT: 5/11/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-5". C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. VERTECH ENGINEERING PROJECT: 5/11/01 L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 214, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'4Y. E) LOCATE ANCHOR. BOLTS WITHIN 2" OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS; ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6,A FRAMINGILUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV =190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-181. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6'4Y O.C. U.N.O. AND 1'-(" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 1) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-8 GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 012 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5'-0", (2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE T&G APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 80 NAILS AT 6° EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23 -II -B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN°OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. VERTECH ENGINEERING PROJECT: 5/11/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-0 POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BEA MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. VERTECH ENGINEERING PROJECT: 1 5/11/01 7. HARDWARE/ STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB, E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. I) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16° PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B. PROJECT M d tou VERTECH ENGINEERING ENGINEER AJ DESIGN OF GtC C�OLOCKS Rood DL R00f4.,q P1 y F awn, V%q T� 5 Roo-' L L 20>v5 r Floor Dt-- P l oor• t,.. L. ei sw► i C�„Ma roo-F - C 3CoOc�-�'-I 2) C � , 20 C ► tops�')� _ PAGE 5 DATE S b walls - �3►5 •5')� ISps ,10 Sim .921-79S I1� P90JECT M CA %/��T ENGINEER A J VERTECH ENGINEERING DESIGN OF L CJc�G I Mm 0 PAGE DATE L� 1997 UBC Wind Loads VerTech Engineering Project: Mcleoud Residence Date: 5/11/2001 Comments: Wind Speed: 75 mph Importance: 1 Exposure: B 2 One Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 ...... .. 8.3 . .. .... ........ .... .... Leeward Wall .Ui. -4.5 -4.8 -5.2 ..Koo . f ............................................................................. 1 1 6 1 2. 5 .. ... .. ....... ...... .. .. ................................ em e nts and Components not in areas of Elements Leeward or Flat Roof -10.8 -11.6 -12.5 W... ...... . na;�.ikoof ............................................................................. All structures 10.8 12 ............................................................................................................................ -10.8 -11.6 -12.5 " .... ..... 2:12 to -12.6 2.7 -116 2.9 -14.6 3. i .9:12: iYi�.Ti: i� ....................................................................................... 3 6 ........................... 3. . 9 .......................... .......................... 4 . . 2 ............. . . .. ........ .... :;iY : fi ................ ... ........ e ......................................................................... >12:12 6 3 .......................... 6. . 8 7 3 ............................................................................................................................................................................................................ Wind Parallel .......................................................... ..MJ6�dd ....... ..... ......... -10.8 ............................................... -11.6 ........................................... -12.5 -11.7 On Vertical Projected Area Structure <= 40§.Hiq� .......................................... : ........ .. ... ...... . . . 11.7 ........ ....................... 12.6 ....................... 13.5 ... .. .... ........... Structure 40' 1-1!9h .. .... .. ..................... .. 6 ........................ .. . 14.6 ........... . . .... .. - - .... Horizonta i 8 ..0....... ......... 1 1 6 1 2. 5 .. ... .. ....... ...... .. .. ................................ em e nts and Components not in areas of Elements discontinuity Wall Elements All structures 10.8 11.6 12.5 . . .... .. I ...... .. .... ... ....... .. .. ....... .. . ............... .. Enclosed a rid Unenclosed S t ructure s-10.8 . .. .... -11.6 -12.5 ... ...............................I.......................... I .. ... . �qially..Enclosed..................................................................................................... ... .............1.......3........................... .........A...................-........... 1...5.....5.............................1..6......7....... ................... -.... 0arapei Walls .4........................................................................................11.........................................I................................................... -11.7 11.7 -12.6 12.6 -13.5 13.5 64ffiements Enclosed and Unenclosed Structures -11.7 -12.6 -13.5 7:12 to 12:12-11.7 11.7 -12.6 12.6 -13.5 13.5 ..O.. ... ... ...... a Riaii y Knci�i�a .... I ........................................................................................................................................................ ....................................................................................................................................................................................... -15.2 -16.5 -17.7 'S!qp�.<2:12 .. 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 ............................................................................................................................................................... >7:12 to 12:1215.2 .. ..... .. ......... 15.2 .... ...... . .. -16.5 16.5 -17.7 17.7 .......... ...... .. ... ....... ...... .. .. .. .... .. .. .... .. ..&Ii;��ents and Components i n areas of discontinuity Wall Comers .. .. ..... .. ..... . .. -13.5 10.8 .. .. ..... -14.5 11.6 -15.6 12.5 ....... .... ... . .. ... .. . .. ... . ..R;i;4.6�es, rakes . or ridges without overhangs .§!qpe.<2:12 .......................................................................................................................................................................... -20.6 -22.3 -24.0 2:12 to -23.3-25.2 -27.1 .................... ................................................................................ >7:12 to 12:12-14.3 I .................................................................... -15.5 -16.7 ......................................... I .................................................................................................................................................................. ..�.<2:12 at overhangs, canopies -25.1 -27.1 ........................................ overhangs, -29.2 I ...................... 1997 UBC Static Seismic Forces VerTech Engineering Project: Mcleoud Residence Comments: Date: 5/11/2001 Units: Kips & Feet (UNO) Zone = 3 EQ; Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 14 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS Ly I P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)" r= max element/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH B T = 0.145 0.145 CvI/RT = 0.6783 0.6771 VEQ = 62.9 63 a LEVEL EQ; .11 *Ca*I 2.5*Ca*I/R V/W: 0.0396 0.1636 V: Ft = 0.00 a LEVEL STORY HT .11 *Ca*I 2.5*Ca*I/R 15.2 0.0396 0.1636 3.7 15.2 a LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 14 14 92.7 1298 15.2 15 213 17 10th 0 0 0 0 0.0 15 213 0 9th 0 0 0 0 0.0 15 213 0 8th 1 0 0 1 0 0 0.0 15 213 0 7th 0 0 0 0 0.0 15 213 0 6th 0 0 0 0 0.0 15 213 0 5th 0 0 0 0 0.0 15 213 0 4th 0 0 0 0 0.0 15 213 0 3rd 0 0 0 0 0.0 15 213 0 2nd 0 0 0 0 0.0 15 213 0 1st 0 0 0 0 0.0 15 213 0 9z.t I 1zyo PROJECT MGIeOU VERTECH ENGINEERING PAGE ENGINEER AS' DATE DESIGN OF L ca4cca' c, - (-,� o� P 22,9516 (obc695 16 321 � 16 -- o E - y'' I�-')(►3;SPS = ��t� ��� V,s52. E 16 3 - (2`�� ' Imo' �►�� ,,5� - (2 2' . I �-') (►3,S psi S s So H (Z� ►b PROJECT MC I f -'C -)UJ ENGINEER A DESIGN OF Ld4't1X'd I Sven i G VERTECH ENGINEERING PAGE 10 DATE O A- (2b • lO ( 15.) 1.Lj r C4 = 304616 (ts,2.cx)ie� 2c)o 16 E - U7 ,; 30� i (15,2001 } I - C ►'--I � ' '-I `-i �� � � S , 2.001 b (2 -5 CIS, 20016 k5c�n "2= 25(oT 1b .1 . 3 - 129, ' 2(o' ) _ (is, 22gH- 6 PROJECT 1" CIMLI8 ENGINEER AT DESIGN OF La4cg— o VERTECH ENGINEERING PAGE ! I DATE 1510 1 PIROJECT M dCOU VERTECH ENGINEERING PAGE ENGINEER A7 DATE 5LQ DESIGN OF L OAc--x- a 1 Lai u- a I 1LQac�_-FG btu to 4 i o n wck� V\/ i n- A( 16) C A -229 5 I&H L vq (ObIbs Z)Oq (o G -51175 S -6b ID S 2 �q I `-A 2 e1``/ 321-5 12 G � `/V 5,11- 1$1SC6 vv 2 152.-4 C� 2s (o -T �✓v -3 (0(05 (0 '22-4-L4 L -602-is z r Gi c0 v s scjt...� q N-+2- °\% e —Ca �C-L�k��O� on 20 =-=-- 2mUK-��� RMC, K .3�0--- �' 24 1/ 41/ ' ---• (16) IOJ hG;iS � -bP P►G-1� � % C 1 VerTech Engineering Project: M Irn t w A Page: Engineer: _ AJ Date: Desian of : Shear Walls Framing Panel Shear Walls Load/ft Edge Nail Resistive A35 Sill Spacing Lateral Wall Attachment Attachment ......................6.�................ Load Length Len th Length Wall Obs (ft) fm m A 2295 139 1.3.........................�.3.......... . ..................................................................................................... B6885 17 50 .... .17..............x.:5....... 3..0..............3X................. ................. ..................5 .............................. ... .............. ........ 30.50. 30.5 D.........................5279.................................................. 2X................._4.:42.................6:.9...................: 1.5......................... �.5......... E..........................321.3.....................1 6.................... 4.@...............1.2.........................1.2......... 4.:.1...............3:.43..... .. . 1 32.1.3 24:5.0.......... 24:5.................... 24:5...... ......................................... 2 ........................................................... . .................. 5279 ..........7..5....I...........7:.5.......................7:.5........ �X................. 36656 ................................................................. .........6:..7_...............1.:.6..... . 24, 24 24 4 ...............................................3 3213....................27.�...............27.........................27......... 246 5 5049 20.5 'f 20.5 -------- 20:5...... Load/ft Edge Nail 5/8" Dia. Sill Plate A.B. Spac Sill Nailing A35 Clip Spacing u Ib/ft Cin size Cm in ......................6.�................ �X................. 6.:00................................... 0 ......2:.5.5...... .....177 3#! 4..... .393 1.....7.5 ..........3X..................3.:85.................4.�...:............1...J 6.00 ..................:5.............:57..... ................ .... .....352 ..................... 3..0..............3X................. 4.:31..................5:2...................:28..... ......268......................4...'�............... 2X................._4.:42.................6:.9...................: �.8..... 6.................... 2X...................6.:00................. 4.:.1...............3:.43..... .. . ......131 ....................... ......704....................3/2�..............3X..................2.:.5..................2.6 ...............5:......4..... ......277 ......................4.................. �X................. 4:27 ........ .........6:..7_...............1.:.6..... .11.9 ...................... 6 ................... 2X................. 6.00................?.5:5............_3:.75.... 246 4I 2X 4.81--7:_5 ................1.:_83.... VerTech Engineering M C' Page: Project: 0 Date: '5/01 AT Engineer: Design of : Shear Walls Stability Overturning Overall Gravity OT OT Ri htinNet Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall u ILbm ift:LL-Ib1 L1 M M ILL (ft lb) (lb) ..................................................................... 11475 3696.88 ......................................................................................................................................................... 1254 0 0 0 0 0 ._A.......................7..................175.................10 B......... 18...... 175 ......... ....... 1.0..... ..................................................................................... 43277.1 26796.9 1095. ................ ...12.5... ..... ......10....... .491 79 ..................................................... 13672 .2950 ............................. ....... C......... ..... ...... 1.1...... .175.... .....I... ............... 10..... ........................................................... 18376; 7 9646.88 .923.... ......... ...... .4 ......... ... ......10....... 7001... ...1400.. ..1435...... ............................. ...... D ..... ...... .175 1 ...................................... 26395 4921. .........2929..................................................................................................................................... 88...0 ............... .......... 0 ... 0 0 0 0 ......................8 :5...........2441................. �.......................�..................... �.....................�..................... �........... .............................. 1 ...........3..................175..................I.�.............8032:5..........787 .175 .10 ............................................................................................................................................................................................................................ 32130 52521.9 -618 0 0 0 0 0 .25 ........................................... 52790 4921.88 .................................................................................................................... 6448 0 0 0 .......... 0.....................0 0 .......... ............2.........................8.................175.................10 3 �.......... .....................24................175.................1.�.............66560..........50400............883.........................................0...........................................�..................... 4.......... 34...... .175.... 1.0..... .32130.. 101150 -1733. ........0 ......... ........0........ .......0....... ........0........ .......0.......... ... ... 5 25 175 10 50490 52521.:9............3... ................... �.......................�.......................�....................._0................................... PROJECT M Cl le,0 0 ENGINEER _ A�3- DESIGN OF GrO V VERTECH ENGINEERING 1C:� PAGE ` I., DATE Lo I Rom., M = 1 H _ Z162S►� -7-75 yoQ(okb - ►n 2 2 L - v L4 CA a ED Pa -4- i v C-� i r� t,�' L 201 obG -4 -1� 5011 ► 6 P I _ 1 t G I x 1010 SYS x J-2" I I} Beam Sizer Design Program VerTech Engineering Project: Mcleoud Residence Location: Portico Roof Girder Slope of roof Dead Load Live Load TL/LL Defl. Criteria (0 Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf .1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 41780 RB= 4.3 Total Uniform Load Mmax Vmax EI Req'd le= Fb'= Date: 5/11/2001 ❑Valley Beam 8 :12 Select Beam Width 5.125 in 16 psf ❑ Round Member 20 psf Glue Lam 24F -V4 0 Horiz. Member 240 360 Fb' 2393 psi 15 ft Fv' 190 psi 13 ft 2 ft Height Required 10.0 in 1.00 A Req'd 30 in^2 1.00 S Req'd 72 in^3 1.00 1 Req'd 430 in44 1.00 Controlling Design Deflection 1.00 4.1 2400 510 plf 14343 ft -Ib Ib El3825 Shear at d from race? 775 *10^64# in^2 Beam Sizer Design Program VerTech Engineering Project: Mcleoud Residence Date: 5/11/2001 Location: Rear Patio Girder EI Req'd 1157 "10^6 #-in^2 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 5.125 in Dead Load 16 psf ❑ Round Member Live Load 20 psf Glue Lam z4F v4 Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2378 psi Length of Beam 16 ft Fv' 190 psi Width tributary to beam: 16 ft Unbraced Length 2 ft Height Required 11.5 in CD 1.00 CF 1.00 A Req'd 40 in^2 CM 1.00 Cv 0.99 S Req'd 101 in^3 Ct 1.00 Cfu 1.00 1 Req'd 643 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 36550 le= 4.1 RB= 4.6 Fb`= 2400 Total Uniform Load 628 plf Mmax 20086 ft -Ib Vmax 5021 Ib ❑ Shear at d from face? EI Req'd 1157 "10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Mcleoud Residence Location: Garage Header Slope of roof Dead Load 8 :12 Live Load 3.5 in TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 5599 RB= 11.5 Total Uniform Load Mmax 1.00 Vmax 39 in^3 EI Req'd 1 Req'd le= Fb*= Date: 5/11/2001 ❑ valley Beam 8 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 20 psf DFL #1 Dimensional ❑ Horiz. Member 240 360 Fb' 989 psi 9 ft Fv' 95 psi 8 f 9 ft Height Required 8.1 in 1.00 A Req'd 22 in^2 1.00 S Req'd 39 in^3 1.00 1 Req'd 61 in^4 1.00 Controlling Design Bending 1.00 16.7 1000 314 pif 3178 ft -Ib 1412 Ib ❑ Shear at d from face? 103 *10^6 #-in^2 PROJECT MC,IfjOUJ ENGINEER A7 VERTECH ENGINEERING PAGE 3 DATE O Project: MC �eODU Engineer: A -T Desiqn of: Foundations VerTech Engineering s O Page. d - Date: 51 Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 12" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (f m = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 &_" Sq... 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Project: M 6 C O UJ Engineer: AT Design of: Roof Framinq Roof Loads DL= 16 psf LL= 20 psf VerTech Engineering Page: Date:( Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 7 psf B.C. Dead Load = 9 psf Total Load = 36 psf I Headers (uno) Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". • 0 I.,IkI 1 [`T1 In OPENING STRAPPING DETAIL NO SCALE M O MARK EDGE SHEATH- ALLOW- SILL A.B. DIAM. X CLIP NOTE- (1,5,7,8) NAILING ING ABLE PLATE SPACING W/ 7" SPACING I (3,4) (2) LOAD NAILING EMBED (9) (10) #/FT (6j12) 6 6" 3/8" 220 16d 1/2" DIA. A35 8" O.C. 3'-9" O.C. 2'-0" O.C. 4 4" 3/8" 320 16d 1/2" DIA. A35 5.5" O.C. 2'-6" O.C. 1'4" O.C. 3 3" 3/8" 410 16d 1/2" DIA. A35 (11, 13 ) 4.5" O.C. 2'4" O.C. 1'-0" O.C. i 2 2" 1/2" 640 16d 1/2" DIA. A35 (1 1.13) 2.5" O.C. P-6" O.C. 0'-8" O.C. 4/4 4" 3/8" 640 16d 1/2" DIA. A35 (11,13) 2 SIDES 2.5" O.C. 1'-6" O.C. 0'-8" O.C. i 3/3 3" 3/8" 820 l6d 1/2" DIA. A35 (1 1,13 ) 2 SIDES 2" O.C. P-2" O.C. 0'-6" O.C. 2/2 2" 3/8" 1060 16d 1/2" DIA. LTP4 (11.13) 2 SIDES 1.5" O.C. 0'-10" O.C. NOTES: I . USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH FRAMING, PRESSURE TREATED DF FOUNDATION SILL, STUDS AT 16" O.C. MAX, AND BLOCK ALL PANEL EDGES. 2. USE APA RATED (24/0) SHEATHING, APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SHEATHING IS SPECIFIED "2 SIDES" 3. USE 8d COMMON OR 10d GUN NAILS (DIAM.=0.131"), FIELD NAIL AT 12" O.C. 4. EDGE NAIL AT TOP PLATE, SOLE PLATE, MUD SILL, ALL POSTS, AND STUDS WITH HOLD-DOWNS OR STRAPS ATTACHED EITHER TO TOP OR BOTTOM. 5. USE (12) 12d SINKER NAILS AT EACH SIDE OF TOP PLATE SPICES, U.N.O. 6. STAGGER SILL NAILING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIAM.) TO AVOID SPLITTING WALL ELEMENTS. 7. ATTACH MULTIPLE STUDS WITH 16d SINKER NAILS AT 4" O.C. 8. STRAP TOP PLATES ACROSS BEAMS AND DISCONTINUITIES WITH ST6224 WITH 16d SINKERS 9. LOCATE (1) A.B. MAX 12" FROM END OF EACH PIECE AND USE 2"X2"X3/16 PLATE WASHERS. 10. USE "SIMPSON" CLIPS OR ENGINEER APPROVED EQUAL. 11. USE 3X NOMINAL FRAMING AT ALL PANEL EDGES AND STAGGER NAILING. 12. 16d SINKER SHANK DIAM. = 0.148", 20d COMMON SHANK DIAM. = 0.192" 13. USE 3X PRESSURE TREATED DF -L FOUNDATION SILL. f NarES , RESIDENTIAL 07q'3 Te) -'doa PERMIT NO. _ 036-240-060- - _. _ 05-0210 TvLyCLE(jD, yL" '"CE 82 DATA WA' Y, (DR: )VIL.L.E Cont: COOK & SON BUILDERS NEW GJ>;S !-1-i0?.:f` E/GARAGE AjkA9Q 4Ad-W � 1 � - d.� s•�,21J X22 r SPECIAL CONDITIONS I CHECKED f _ BY r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. t SPECIAL INSPECTION ITEMS VERIFY " USE PERMIT CONDITIONS } # SUB -STANDARD HOUSING LETTER i C i - r i i JOB FINALED (Date)` Z `� Signature J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements-Setbacks-Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/0-Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ P' L `ft. / P Nat. or/ P' L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements-Setbacks-Easements 11. 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector Braced Wall Panels 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector Date 6. Water; MH Test-Regulator-Connector Card B-1 Date Card B-1 7. Water and Sewer Connected-C/0 to Grade-HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch Setbacks -Easements 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements-Setbacks-Easements 6. 2. Footings; Size-Spacing-Marriage Line 3. Blocking Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 4. Gas; MH Test-Demand-Valve 8. 5. Electricity; MH Test 6. Water; MH Test Health Department Approval 7. Water and Sewer Connected 10. Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged 11. 9. Exits 10. License Decals Enclosure; Fencing -Alarms 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s . Du Insulation & Support 1. ing-Setbacks-Easements-Flood-Slope Ye an, Exhaust above insulation 3 -rt Ftg .Main; Soils-Elec. Grnd.-/ /° Ftg. Depth -g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth p 4. Porches & Decks; Soils-Steek/ /" Ftg. Depth A 51.St2 11s, Main; Ste 1-Blockouts-Wrapped it Date temwalls, Gar ' e; Steel- Bloc kouts-Wrapped Card B-1 Date Card B-1*, o Downs and Special Anchors Pr 7. SI b, Steel -Wrapped �r 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Pi ire lace Ftg.-Steel D Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ; Fall -Fitting -Test -2 Way C/O -Sew st 7 1 . UF, Gas Pipe; Size Anchors -Yard iping; Size T B ng Walls over Girders & Floor Nailing .' 11. Water Pipe; Test -Anchors -Regulator -Service Test p in Walls (rat proof) �•, 12. Electric Underground to urred Ceilings asers-Tubs 13. Plenums & Ducts; Clearance -Material -Support -Ins. ders & Beams-Siz Bea in 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 pate Card B-1 Date PLUMBING (Permit) OYeexcept #'s :11 7. Water Htr.; V ccess-Combustion Air Baffle 18. Water P ; T Anchor -Nail Protection 19-9-W.V.; Tgst�flttings & AnchorelTail Protection ('20 Shower Pan; Test, First Floor -Tub Access 1. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date 1- - 05 Card B-1 V6 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT CAL (Permit) OK except #'s. �4�FixUoe & Transformer Clearance s. Protection 2 ec. Receptacles Spacing is &. Switches at Doors 26. Siz�xes & No. of Conductors Stapled 27.LlTomex Installed Close to Edge of Studs & C.J. 2&_Egv (T. -Ground made up w/Mech Fastener ate 2 ppfiance Circuits in Kitchen & Conductor Size FI 50-Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31.. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. C es Closet Light -Shower Light -Spa Light Smoke Detector Date) -,�VU_5 Card B-1 V (7 Date Card B-1 Date u,: Card B Date Card B-1 Date E NICAL (Permitl OK except #'s Date FRAMING (Continued) _e6. . Du Insulation & Support Hangers -Post Caps -Anchors -Con doom Exiting Ye an, Exhaust above insulation Cling. Joist-Rftr. Ties- Purl in-Ro B r s- hting.-Rtng. . 30e<ondensate Drain & Overflow, Size & Grade F' earance 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access; Si omex Protection -Draft Stop -Ins. Baffles 40 ttic Access & Platform if Furnace in Attic Date Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1*, Date Pr Card B-1 Date Card B-1 Date FRAM!(Permit) OK except #'s 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits , `•' Si roper Materials & Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4 Wa uds-Nailing Spacing & Braces -Plates -Sound Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 43. B ng Walls over Girders & Floor Nailing .' Siding -Nailing Veneer 4r p in Walls (rat proof) �•, Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 45. to urred Ceilings asers-Tubs Glazing Area -Glass Protection -Skylights -'Plastic ders & Beams-Siz Bea in hear Walls; Nailing -Bolts e Interior/Exterior Wall Panels Date FRAMING (Continued) 66. 47. Hangers -Post Caps -Anchors -Con doom Exiting 48. Cling. Joist-Rftr. Ties- Purl in-Ro B r s- hting.-Rtng. . 49. F' earance Stairs & Rails 50. Attic Access; Si omex Protection -Draft Stop -Ins. Baffles 72. 51. Bdrm. Wholdws or Exit' oors-S' Ht. & Dimensions Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Garage Fire Prot ion FrarnOOC Channel Pr -� 53. Property Line Firewall & Openings C. Duct in Garaqe-Damper } 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. hear Walls; Nailing -Bolts e Interior/Exterior Wall Panels Insulation-Walls-Ceilinas _ 6a_klfiftration-Walls-Windows (/15 Date 231155 Card B-1 Date Card B -1 - Date - Car 'B-1 Date Card B-1 Date FIN (Plan K except #'s W. xt. Steps -Door & Sidelight Protection -Landings Smoke Detector _. 1 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 67. doom Exiting W. I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. c. Outlets at Wood Panel, Int. &'Ext. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit: Counter Pr Garage Fire Door; Swing -Landing -Closure - / 76. C. Duct in Garaqe-Damper } Garage; Above Floor-Mech. Protection PJhl Elec. & Mech. Equip' Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulatioh- Foam- Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdh. VBents & Crawl Hole Door Drainage & Wood -Earth ' _ Clearance Looke nder Floor ❑ Yes 83. Followirig Instld. ive O Yes O No/WaU O Yes O No/Planters O Yes O No 84. 49co B n -Finish 2. (J Unit Disconnect, Electrical -Plumbing ae Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Idter Well, Disconnect, Electricals Plumbing erior Elec. Trim, G.F.I. Receptacle -Underground V tilation Throughout House 9 ass Protection wo"Corrections from Previous Inspections 92. G Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date A and 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: -cam z 04/21/2006 FRI 14121 PAX 0002/002 INSULATION CERTIFICATE _ ' Job Number: 1933 COOK & SONS BUILDERS Contractor/Owner Name 82 DATA WAY, OROVILLE CA (GUEST NOUS: Job Address (street, city, state) Count. Subdivision Name Lot I%mber DE$C U TYON OF INSTALLATION L ROOF Materiah Brand Name: Thickness (inches): Thermal Resistance (R -Value); 2. CEILING Batt or Blanket Type: Brand Name: 7ldcknen (inches): Thermal Resistance (R Value): Loose Fill Type Fiberglass Brand Nam: UAW Minimum Installed Weight/ft 969 lb Minimum Thickness: 13 inches Manufactu Tees installed height per square foot to achieve Thermal Resistance (R Valm): 38 3.. EXTERIOR WALL Frame Type: — A. Cavity Insrdation . Material: - �" Thicknms (inches : 6sr B. Exterior Foam Sheathing MateriaL. Thickness (incbes): 4. RAISED FLOOR Material: Thieloess (inches). S. SLAB FLOOR/PERMTER Material: Thickness (ineba): Perimeter Insolation Depth babes: 6. FOUNDATION WALL Material: Thiers (inches): �"— Brand Name: Cejfh`il "-tee(, Thermal Resistance (R Value): 9921 Brand Name: Thermal Rcistsac:e (R Valne): Brand Name Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R Vahee): Brand Name: Thermal Resistance (A - Value): DECLARATION Y I hereby cerwy that the above insolation wu installed in the building at the above location in conformance with the current Z*eW JWfdency Standards for reddeatial buildiap (Title 24, Part 6, CaliMonsia Code of Ragalations) as indicated on'the Cerdflege of Compllxuee, where applicable. 2 Item Number's Item Number's Signature and Date Chico Insulation & Fireplaces [estalft Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Group Reading Summary Sheet Name D � UY)• ate �. 1 X25 Book Title Author Date Pages Summary Question: Date_- Pages Summary: Question: • n41''1 v'� , \.N Date" Pages Summary: Question: Date pages Summary: Question: Date"_ Pages Summary: Question: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT . 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP05029-0 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/25/2005 APN: 036-240-060-000 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 Ieffect.�� License Class : License Number: Site Address: 82 DATA WAY ORO Date: .�$=tiS' Contractor: Map Index: Description: GUEST HOUSE(495)GAR(812)COV(81) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MACLEOD SURVIVORS TRUST permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of MACLEOD ALLYCE TRUSTEE the Contractor's State -License Law (Chapter 9 commencing with Section 17 ADELAIDE 7000) of Division 3 of the7 Business and Professions Code) or that he or she is exempt therefrom and.the basis for the alleged exemption. Any OROVILLE, CA 95966 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: COOK AND SON BUILDERS owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 147 LOMA VISTA DR provided that such improvements are not intended or offered for OROVILLE, CA sale. If however, the building or improvements are sold within one 95966 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-533-0302 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: COOK AND SON BUILDERS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 147 LOMA VISTA DR OROVILLE, CA95966 ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 530-533-0302 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 456766 ❑ 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. Architect: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: PURSELL, FRANK JAMES g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 2125 S.F. Policy #: Valuation: $64,751.00 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the 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 � [ 3 0 forthwith comply with those provisions. Date: A 5 a 3 �C�CYY V Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolu n o do work ind"c ed ab for hich fees have been paid. performance of the �yojkJor which this permit is issued (Sec 3097 Civ.) O Name: �/�r� B Date: PERMIT EXPIRES ON: �__x hO Address: to ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify. that I have read this application, that the above information is correct, and that I am the owner or the dul uthorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any o al for or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Print Name: Signature: Date: �5 rps ❑ Owner Contractor 0 Agent for Owner Cl Agent for Contractor _,� _. ..�.,: F -cs• .. �. _ -s ..� r ..... 's j. �- --l...r.w • reurw.irM'.FRr�_`..� _ _ 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��h:yd A) It jee ASSESSOR PARCEL NUMBER <W/% -�(l Proposed Building Use: %/ l Counter Technician: Date: Items required in order o apply for apermit./ II oxes US a checked OR marked NA in o der to apply. 1. Site plans, 3 or 4 sets, signed by t�e preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. 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 �j 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining 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 ........................................... ........ ❑,� Erosion Control Plan Required........................................................................ 21. ees as shown on the attached Schedule of Fees Due Sheet .............................. PCity of Chico Plumbing permit........................................................... . 23. California Department of Forestry plan approval paid. Sent by: ❑ �tanning approval (A) Use: �B)Parking: (C) Parcel Check: ✓ ontact Land Development about _Improvements, _Drainage ......................... 26. NPDES Form............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license 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......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone - and hold for pickup. I have been informed of V above items and requirements for obtaining a building permit. Applicant: / Date: /- 9` a 5` 1. Index permit 4p ication for the above items numbered: Plan Check Letter aactooval items required r, t , designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 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: t Date: Note transfer by: Date: O Yellow: Building Division E.H. USE ONLY Plot Plan Attechod-*-h Rear Plan Attachad-,1, r •• Sent to B.D. c• TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposa� Water Supply: , PuMIC Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 alth Specialist o�QNSTMENT ok� 6VTTc� / o 00 1 o c �\ 0— �I g �Cl�woc WORD Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System -(NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE 1 - Project Description: Project Location and/or Parcel Number: -- �By signing -below, I, the project owner/owner's agent,Vicertifythat'thisVojeet-WILL--NOT--DISTURB �.rksareio?moe of land ald that I, therefore,_ do, notneed to:applyfor£a C,onst�uctiorrSt�?tz; E 4fi¢arn� xhe =State of -California- Regional Watet Quality' Control .Board:3-.'Phased prcrects iat colitaln t: - vltlple-site.-build-outs-of less.than one acre.but when combined-with��subsequent_phases .total_more-l= --_ -r- --than-one, acre of disturbed soil will require a Construction Storm Water .-Perm-it-from,the._State:.of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided bylaw. .�azzSigned: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM —7 09 / (One form per Building) School District VOU ' L lX�/'�"1 Building Department No. 05 I A.P. Number O3 (� -QC) ; ' 0 (P O jurisdiction: City County Property Owner Property Location/Address O i Subdivision Lot No. Residential Development Q ..................»..»...».....................»..........:... ............. »... »»........... Ala S - Q Sq. Footage No of Living Mobile Home i Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # i ' :. .............»....»..................................... (No foundationlnspecdon) l• »........».....»»...t Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) �. 0. J uilding Department Representative / / Date District Identification. No. —7 ,moo (Street Address) School District certifies that �{ W c e- ' ' \ Q,,GI f? a V (Applicant) (Phone Number) 0 r 2� J, l Sot (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 4- O S square feet. School District ,Paid by Check 8 Remarks: i1 2 �l1 •� —� by payment of $ N t C. -- U 1In, 2926 $ FULL MMGA710N $ • `-F �� .S.�OS 1. V ( Z) Date 0 - Notice: You may protest the Imposition of the toss Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date toes are paid. Failure to submit a timely written protest wilt'prohibit you from challenging the Imposition of the fees in any court action. M, subsequent to the School District Representative signing this Butte County Schools Impact Fes Certification Form, the School District Is notlfNd by tit applicable Local Planning Agency "this project Is being reviewed under the Calitomia Environmental Quality Act (CEQA). this project may be subject to additional school fess to fully mltlg:b. its Impact on the school d6strid's schools. White (applicant), Yellow (building department), Pink'(school district) feeform.xls 00/03)dmm 7 W I LLDAN Serving Public Agencies March 17, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530),538-7169 Fax: (530) 538-2140 SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1363 Jurisdiction Job No: 05-0210 Applicant: Mike Cook Description: Macleod Guest House Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated March 2, 2005, The plans and documents provided for this review that have been found in compliance with the applicable codes'are: • Plans: Two (2) copies sheets 1 through 5 dated 07/20/04, by Jim Pursell P.E. • Energy Calculations: Two (2) copies dated 10/16/04, by Don Freemyers. • Truss Calculations: Two (2) copies dated 08/12/04, by Longfellow Lumber. 0 Structural Calculations: Two (2) copies dated 07/15/04, by Jim Pursell P.E. • Miscellaneous Documents: Two (2) copies CDF Fire Safe Requirements. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". •, Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Type of Type of 1" Floor 2°d Floor Sprinklers Stories Total Sq Ft Occupancy Construction Sq Ft Sq Ft !',,, 5 �, kg� ... t f ryv-E f`• E. iso' +b. i �j. E f�i� t �. _T'gS S1"9 S C'Kur�'as 7 'L 4 �d...k .,mk4xa. R-3 V -N No 1 495 0 495 U-1 V -N No 1 812 0 812 Cov. Porch V -N No 1 818 0 818 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. .Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. sit Michael LeBeau Ricardo Guzman, S.E. Plans Examiner Structural Plan Check Engineer Cc: Alice Mefford, amefford@buttecounty.net Jim Pursell, P.E. Fax: (530) 534-0902 Cook & Son Builders, Fax: (530) 534-0338 Paget of Willdan :14353-1:363.PC2F Butte County 05-0210 SITU PLAN REVIEW APPLICATION n M - -7 AP# ate. 1 Permit Number (if applicable) APPLICANT 11VFORMATION / Parcel �Size: Owners Name. Owners Address: Telephone No.: Situs Address: Proposed Use: ._ ) "Cl LIL'i-S Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory Permanent Second Dwellings,,, Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Nan -residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): W ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IAUThCOMM TI=i OCT 2 8 2004 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site P n Stamped -proved By v - T Date NOV, �6, 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) �i SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: I Flood Panel No.: 102 5 Index Date: 2eq — 2©v-� ❑ 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 El Minor Variance ❑ Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front i Side Side Street —ILL— CCJJ Rear 1 9 N ► _ Height Waterway I N/A N/A N/A ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * 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 0 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 ❑ Subdivision Map/Parcel Map: Map. Date of Recording: 7 - ) S -e'(f Lot: LI ❑ Use Permit/Minor Use Permit Permit Number: Book--j5—&—Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval: Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑ LTJ LTJ 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\I,arrys113uiltiing Permit Site Plan Reviea'I ADC Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 18, 2004 Allyce Macleod 82 Data Way Oroville, CA 95966 Subject: APN - 036-240-060; Septic for Guest House Dear Mrs. Macleod The Butte County Department of Development Services, Planning Department, has reviewed the submitted Environmental Health Application, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been returned to their department for consideration and action. If attached, Please find a copy of any use permits, map notes and conditions for you property. We are providing this for you information and future reference. Note: the subject parcel does not currently meet the County requirements for a Second Dwelling (non -urban area: double the minimum parcel size), but the zone does allow a guest house. Please see the included items for the size and space -use requirements. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. --Chris-Tolley --- - - - - - - - - ------ -- - -_ Assistant Planner IU C IL U IE IIP 1f IRA U I SIUIUIUIIVIISIIIID*r,4, OXIMI S ,M,-E"eA17' .000N.✓ElG Gr 1lV T cmm v L ANO SOWN ON /7000eT! 7?4CT 5119*/V/1/ON4Na FIRST INTERSTATE ,BANK . dCd(/FO?Hid carPtsv4TiO.v, eS 7?U5TEE UNOE?OPEO Ot'7?(/S7T.107EO MO?CN P /9dG ONO RF. CO?DE? 4P?IL /7r /ABG C/NOE? 9077E COUNTY?FCO?OE?f SER/dC5 NO. PG-IrOOZ .4^40gUTre "MAMW 7iTCE COMIV� O COL/F/C OQAo CO.a~.OT/OA/, 05 rVVOl E L/NOGR 00WO of T2U5r ORTCO 14Awozy. a, /r? 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I., � �� oaVA- ZN C�F w� y t i sle.ss.e. •:�( � �ti0 ^� Obey °p I 4&7.05' U, I --tf Ir°a o�W ~ i Ph O � a; � 0 u n � �3�a01111 1% N iq c�o3� :gk%p boa sRta °R � � e m a Q o mo 1 s14E 8 89 83/oi 3 34:,. �8 %� �<<UV, Butte County 6vironniental Health --CyLiZ ---- Signature a-- LP—IV =,' Ido Lt -sr GARArsFI /0/ s�vr� c4 . i"/fLL z A IV I PLANNING DIVISION - BUILDING PLAN APPROVAL Use: —,*–Um Date: ov. Parking:� Landscaping: Other. Signature: ,��> .r07 4-,j$AV OCT 2 8 2004 7 -COUNTY CENTER DRIVE ME A1. 0�. \VA.S. rl A PLANNING DIVISION - BUILDING PLAN APPROVAL Use: —,*–Um Date: ov. Parking:� Landscaping: Other. Signature: ,��> .r07 4-,j$AV OCT 2 8 2004 7 -COUNTY CENTER DRIVE ME A1.