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006-690-001
,ir1f' WFtlirafltLilLi}4�7r aa..:li ..�a...i:3 r .t,..ItLa i.�iuki.� .. ..� 006-690-001 05-198 BARTLE7T,BARRY Fiji NORD HWS flGl�� Cont: RUSSELL G SMITH 1 NSF(COV & CARPORT) K r-� lc t 4 q;pill ry�t .✓ s� yyVV,'�y �t 011 0 ,til$F' T�1�'•d t w n L 1 , v e ':frit yC; t h J t R ��S 1 t?" '!• f ,.. 1; iX ,�. rl F�`�}'�A t i t cis,d�' j r tai ` - t,}' r1Aft�s o �itf rj' '.. �4 '� 5�•� t< X ka. t' k ` � y t t �' i r � .. 1 121' t' ) r t 1 t a+. Al k t+h f sV7 ,qFlf i Ltt Sk �It NOTES ' PERMIT NO. RESIDENTIAL _ 0'I6 690-001 05-1983 BARTLETT, BARRY 46V�JORD HWY, CHICO' Cont: RUSSELL G SMITH NSF(COV & CARPORT) CA SPECIAL CONDITIONS - - CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS t VERIFY " USE PERMIT CONDITIONS SUB -STANDARD HOUSING. LETTER ��'R' �i12GIfii1Z� i3CosGs�m OFFICE COPY ; Address f Datel:—_/�-C- GAS �— f Meter By r ELECTRIC Meter By_ / Date _iZ i L e160% '4 JOB FINALED (Date) 11�;A Signature J=OK 0 = Not OK = Not Appricable = Not Ready RESIDENTIAL (Single & Duplex) :Date UNDERFLOOR (Plans) OK except #'s Q r J,v :t Ftg,,;Main; Soils-Elec. Gmd.-/ l i/" Ftg. Depth tg., Garage;-Soils-Steel-Elec. Grnd.-/ ' Ftg. Depth g., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 6ahTold Downs and Special Anchors 16. Insulation ,Date -1 7 --OU and B-1 VU -b S . Date Card B-1 Date and B-1 Date Card B-1 'Date P MBING (Permit) OK except #'s at tr.; Vent -Access -Combustion Air Baffle V.' Test Fittings & Anchor -Nail Protection over Pan: Test. First Floor -Tub Access Second Floor -Tub Access 2�as Pipe; Sixe & Anchors 23-flre"Spnnkler, Test ,DateCard B 1 Date Card B-1 Date and B-4 I C Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 exturE & Transformer Clearance -Ins. Protection Z&eSlec. Receptacles Spacing -Lights & Switches at Doors EB, -56e Boxes & No. of Conductors Stapled §*-'Tfo_niiex Installed Close to Edge of Studs & C.J. and made up w/Mech Fasteners -Bond Gas & Water 29. 2 AppljAnce Circuits in Kitchen & Conductor Size GFI 3LStit5reed Wire Size/, /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No ice -Riser Conductors & Ground Main Disconnect 33 F E. Clearances Panels -Motors -Meth. Equip. 3 . es Closet Light -Shower Light -Spa Light 3L.8f5oke Detector Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. AC. 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 d 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 V46� Headers &`Beams=Size& Bearing Date FRAMING (Continued) ers -Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. (replace Ties or Type AFlue-Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles `6,,8drrrrn Windows or Exiting Doors -Sill Ht. & Dimensions 62: -Garage Fire Protection Framing -RC Channel t�,�rty Line Firewall & Openings 5 . oors-One T -Check Garage 3rd Story, 2 Exits 55. S_taiML pNdth-Headroom-Rise-Run-Landing-Fire Protection 56. P od on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer /%6 tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 60. Shear 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA arts) OK except #'s . Ext. Steps -Door & Sidelight Protection -Landings 6 m e -Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67w--ae-droom Exiting 68,,6-F.I. & Bath Fixtures & Tub Access -Spa 69,Z-Iec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72 ec. Outlets at Wood Panel, Int. & Ext. 7{3. ft_ Eiut: & Appliance; Ground -Air -Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter 7 =rage Fire Door, Swing -Landing -Closure Z¢. A.C,Duct in Garage Damper 77 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 . Plb.; ec. & Mech. Equip. Listed for Location 7 eceptacles in Garage (F.F.I.)-Romex Protection 8 rysion-Foam-Looked in Attic 84'Guard Rails & Deck Construction -Post Caps 82 nn .Bents & Crawl Hole Door Drainage & Wood -Earth _ earance Looked under Floor O Yes 8,f. Followi nstldJDrive 0 Yes O No/Walks O Yes O No/Planters O Yes O No 84. 5WEco Brown -Finish 8 . A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 =ter Well, Disconnect, Electrical, Plumbing 88, -Mp ' r_Elec. Trim, G.F.I. Receptacle -Underground 8 entilation-Throuahout House 91,,,i5brrections from Previous Inspections 92.,4EZ-s Test -Meters Tagged, Gas -Electric 93 ater er Connected -C/O to Grade -HD Approval 94 neDzrCompliance Certificate -Other Certificates 9P5%Address Posted 9¢- Fire Sprinkler Date L ( bn3f_ard B-1 (1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 =Not OK = Not Applicable MOBILE HOMES . =Not Ready dy 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-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / r L "ftJ P LPG Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date 7. Well Clearance & Disconnect 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Card B-1 Date Cana B-1 Date Card B-1 Date Cana 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-Connectoe 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -lining Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing S. 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 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Expires February 28. 2009 Federal E1nergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For.lnsurance Company Use: Al. Building Owner's Name A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company; IVAK: Numoer ... I 2 -�,' 34 I%i4 Y To fV /240 �._� 71P r`nrla — r -G _ n A4. Building Use (e.g., Residential, Non -R sidential, Addition, Accessory, etc.) 1'r, r 1irr- A5. Latitude/Longitude: Lat. - 2 S I Long.. 3 Q 0 ¢Z 3 Q 'r Horizontal Datum: E] NAD 1927 E] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. AT Building Diagram Number A8. For a building with a crawl space or endlosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space orenclosure(s) 7 Y2 sq ft a) Square footage of attached garage � /4- sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attache garage enclosure(s) walls within 1.0 foot above adjacent grade i '35'Z- walls within 1.0 foot above adjacent grade At /0- c) Total net area of flood openings in A8.b _L!5 S 2- sq In c) Total net area of flood openings in A9.b AV 4 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Qommunity Number B2. County Name B3. State /A r-n,P A. 49- S v6 Go / 71 13 67- 7-e I B4. Map/Panel Number B5. Suffix B6. FIRM Index U1. NKM ranee oo. riuuu oma. A �o � -e,-no-c �••l,r l--••- �1 ate Effectiv Revised Date Zones) AO, use base flood depth) O(oOvl7 3G 1 J 9 Z9 99 4- Zo Zo0o `r—moo �I NIENr 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in tem 89. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 'ZNo Designation Date .❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: U Construction Drawings' ❑ Building Under Construction* Finished Construction •A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. N G ✓ 0 ' '� 2, 17 Benchmark Utilized R M 7p-4 Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) _�lc Z O feet ❑ meters (Puerto Rico only) b) Top of the next higher floorfeet ❑meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) AIIA_❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building A114 ._❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6 Z . G feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) - (g feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify ele, information. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001 ❑ Check here if comments are provided on back of form. Certifier's Name f4f 676r J le `16011JC INUX.G G 27,61 Title Company Nam eS'QST Sv g V,=-,Y/N4 Address Ci State �/9 ZIP Csd�oF 543 13f.Acfc �/✓G �, t&�Pq J0SC `�� Z S3 Q,�,pFESSlOA��7 QcO' Q��r-ASC. E4 C •O�� �. AL UJ • No.26 I oo FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces al(p?Vfous editions PORTANT: In these spaces, copy the corresponding Information from Section -A- For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number Z 3 3 4 0.1 V TON Q City State ZIP Code Company NAIC Number C/4-160 ef,04 4c*7A SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments ! POR2 T/a N o/- LU r JS /A-) f1k" Z /V E's 14AI0 / 5 _ IP20 7 G 7-6-D f;LP I -& V&&- i`9 -46,0V6 Nd D Signature Date SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate -is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation' is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) Is_. ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in 'SectiItems 8 an /or 9 (see a e 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet meters above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only. if no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -Issued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authored Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G 1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certity elevation Information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zane AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 7. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet, ❑ meters (PR) Datum Local Official's Name Title community Name Telephone Signature Dale Comments ,7 ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number -7,334 DA IrITO �Ij- City State ZIP Code o CompanyNAICNumber C4/ C, d � Z's If using the Elevation Certificate to obtain NFIP.flood insurartre, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; 'Front View" and 'Rear View"; and, If required, 'Right Side View" and 'Left Side View." If submitting mbre •photographs than will fit on this page, use the Continuation Page,' following. J .. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al A2. Building Street Address (including Apt., A4. A5. A6. A7. A8. ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION I For.lnsurance Company Use: L Suite, and/or Bldg. No.) or P.O. Route and Box No. Number CityC O _ . • State /1, 6 ZIP Code 9 � Z c3 Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) /s C: 'r 960c-ry Latitude/Longitude: Latl2 1 ° s4 Long.. -3 Q'o ¢ ' 3 O 'r Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. Building Diagram Number Horizontal Datum: ❑ NAD 1927 LJ NAD 1983 For a building with a crawl space or endlosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) "Y Y2 sq ft a) Square footage of attached garage N sq ft b) No. of permanent fibod openings in the crawl space or b) No. of permanent flood openings in the attache garage enclosure(s) walls within 1.0 foot above adjacent grade � walls within 1.0 foot above adjacent grade At c) Total net area of flood openings in A8.b 1 !�, 5L sq in c) Total net area of flood openings In A9.b A14,4 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name -&& Qommunity Number B2. County Name a-rTES B3. State C A / lLCH S 06 60l ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 58. Flood B9. Base Flood Elevations) (Zone �} ._❑ feet ❑ meters (Puerto Rico only) ate Effectiv evised Date I Zone(s) AO, use base flood depth) 0660/7 336 ❑ meters (Puerto Rico only) 9 a9 d9 ¢ Z006 `c �b SEN B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in tem B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L] Yes gNo Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Q Construction Drawings' ❑ Building Under Construction* Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized R -1 ? P-4 Vertical Datum Conversion/Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the Information on this Certificate represents my best elfoits to Interpret the data available. 1 understand that any false statement maybe punishable by line or Imprisonment under 18 U.S. Code, Section 1001. �Q�,gESSI9/V . ❑ Check here if comments are provided on back of forth. 11[10 T C le - FEMA Form 81-31, February 2006 /`F4&� J R "�a,,,o ,.u„iz'G E 276 Company Name�WJ94 1 , 6:S7- SU 7- VSY16V � 1016- cit J��J�iD/S�I�J scale �A zlP�d�6 Date Tolephone 7_6 `�� S3 2E JE See reverse side for continuation. O •G. AGFF .Fye, ��;����PI_�cE ��• I_ W. 27647 Replaces all pp-?Mdus editions Check the measurement used. a) Top of bottom floor (Including basement, crawl space, or enclosure floor) __ �lo Z .feet /b ¢ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) .v _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) ' _❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building �} ._❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment In Comments) f) Lowest adjacent (finished) grade (LAG) tv Z . v -feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) / Z ELfeet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the Information on this Certificate represents my best elfoits to Interpret the data available. 1 understand that any false statement maybe punishable by line or Imprisonment under 18 U.S. Code, Section 1001. �Q�,gESSI9/V . ❑ Check here if comments are provided on back of forth. 11[10 T C le - FEMA Form 81-31, February 2006 /`F4&� J R "�a,,,o ,.u„iz'G E 276 Company Name�WJ94 1 , 6:S7- SU 7- VSY16V � 1016- cit J��J�iD/S�I�J scale �A zlP�d�6 Date Tolephone 7_6 `�� S3 2E JE See reverse side for continuation. O •G. AGFF .Fye, ��;����PI_�cE ��• I_ W. 27647 Replaces all pp-?Mdus editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Z 3 4 -roou Q Policy Number City State �, Q ! G O �.�7 ZIP Code Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments !/ S ASO 02 Tl 07- JS /AJ O GTE_ r1b Y L ✓E 4-44 N 6 iN017 �' D Signature Date SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Check here if ents For Zones AO and A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information br the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or El below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑feet ❑meters ❑above or [:1 below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In 8ecbgnA Items 8 _ an /or 9 (see a WInstructions), the next higher floor We 8 of (elevation C2.b in the diagrams) of the building is ❑feet meters above or e 8 of the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B. and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E). and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8. and G9. G 1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who G2. ❑is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G3. ❑A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Title Community Name Telephone Signature Date Comments ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ' ❑Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number Z33 4 DA De, City State ZIP Code CornpanyNAC Murnber C4 / L v 9, rq Z'a If using the Elevation Certificate to obtain NFIP.flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; 'Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." If submitting moro •phbtographs than will fit on this page, use the Continuation Page, following. �.� Vii. l• .: - 0� mac. i f r �.. i l V5, ryll� �-`•j.. \'� Ol rl i-�: Y� y.. Pti� i.'ill l`{Z w1. x* '- T ■ � Ir fa� YP' 'I t t `t 1 v� • *.. a<<,• ti Lir. r p -w / .ar,,.. ,; �l`_i ''.i, ��tri'�'�%ws-��IYS,►1 li%n, ✓f� IYTi��... ,._, _ p,.� { �L ,i r►t...i'�'�.� .� � =tea'. �' �:. '"`j �. �': INSULATION CERTIFICATE,, g 1 Job Number: 7915 �� 4 FR SMITH^I �: 4369 NORD HWY,' CHICO CA,- `.(�. • `�^ t Contractor/Owner Name - ` a' . { Job Address (street, city, state) BUTTE County "" Subdivision Name Lot Number #; DESCRIPTION OF INSTALLATION 1. 'ROOF �_ • r4 '�' .•.�'1' Material: Brand Name: Thermal Resistance Value : I I • -Thickness (inches), [ -1�' _ lR ) 2. CEILING J Batt or. Blanket Type: Fiberglass t. ;N�, Brand Name: Knauf Thickness (inches):1 12 -Value): t8- R 31 Loose Fill.Type: ! Brand Name: I.. - a Minimum Installed Weight/ftI Ilb ,,t. Minimum Tbickness:(.:S" ?inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value): I i 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: E Fiberglass �� Brand Name,-T Knauf 7-7 r Thickness (inches): I 3 1/2 I Thermal Resistance (It=Value); [ • 13 1 1 ------------ B. Exterior-Foam Sheathing Material: �~ Ti Brand Name: 1, t ' Thickness (inches): [ I Thermal Resistance (R-Value): I I M r • 4. RAISED FLOOR Material: iFiberglass r Brand Name: Knauf r f Thickness (inches): [ 61/4 ; , Thermal Resistance (R-Value): l 19' 5. SLAB FLOORIPERIMETER "; 7 Material: or ! Brand Name: Thickness (inches): Thermal Resistance (Ft-Value): 1 ''j • Perimeter Insulation Depth Inches: [ 6. ,,,FOUNDATION WA&;,' r �'�` . ' • ' Material: Brand Name: dr Thickness, (inches):4, ' ; ' I Thermal Resistance (R-Value): I 1 /- DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,. Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where appli ble. 2,3&4 r / D� Chico Insulation & Fireplaces •� Item Number'i-1 Signature and Date Installing Subcontractor (Co. Name) or y s' General Contractor (Co. Name) or Owner Item Number's Signature and Date ,+ Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner . , ter•`. _ ��:�.. �. - r.�,s-�:.._—�:�'---•-ti'`-,-�-r.. �-�... as•.t`r,..• mow. ,-.-•�-r-�. ...ew.�r-- ., ",. ....�.,'.r�--....•-. ...�.-.. '•�:' a' '-.- COUNTY OF BUTTE BUILDING DIVISION x DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO �.. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. +" Date t / y Inspector y` ,= REV 4/05 Phone # 5-3 S R- FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �iJ7r��::..... �'=..d...: �,...,n-...r -•--+.�.-��.�.r' t�.-.moi.✓..,—.u..�,^v+`.,II'4�."ii COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. (D rT S C> \ r- 4- -e 0. k �c I 11;z C_.1 f jr.o✓_%,oA S J A4c! KC n1 /4 /Va .fie_ ry 4 v r t -1 c C1 .' ,.!)" F (...) �- s� wk Sl,-n(ia W t % Date �l • �! Inspector REV 4/05 Phone # S�_-, - 5-3 6 'S FOR RE -INSPECTION CALL:' 538-7636 OR 891-2834 ` ........ COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE WER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date / 6 Inspector /�� ��/�%� REV 4/05 Phone # FOR RE -INSPECTION CALL:. 538-7636 OR 891-2834 1 �+ COUNTY OF BUTTE BUILDING DIVISION fi DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-75418 CORRECTION NOTICE; UwNEfi PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of worly is completed. If you have any questions pertaining to this matter, or need additional exp anation, please contact the Building Inspector as indicated below. 1 a� !Il 1w;+ti s w 41 .s Date O Inspector f� REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE ,. BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 Y.- CORRECTION NOTICE _Y3 OWNER PERMIT E MIT NO. 4' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. �� II h�udsf►� SP�i� �- '27Y�K-q' VtE'1C e 4 A -'' Date Inspector '_ REV 4/05 Phone # J FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 I 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. BP051983 b. l:. twnamg vermis ui-io-ug pg i LICENSED CONTRACTORS 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 Issued Date: 06/01/2006 APN: 006-690-001-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4369 NORD HWY CHI Map Index: Date: Contractor: Description: NSF(2045)CARPORT(648)COV(290)OPEN(38 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the 7) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: BARTLETT, BARRY signed statement that he or she is licensed pursuant to the provisions of 2334 DAYTON RD the Contractor's State License Law (Chapter 9 commencing with Section he DURHAM, CA. 7000) of Division 3 of the Business and Professions Code) or that or she is exempt therefrom and the basis for the alleged exemption. Any 95936 violation of Section 7031.5 by any applicant for a permit subjects the (530)343-6340 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SMITH, RUSSELL G. pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 4294 NORD AVE. provided that such improvements are not intended or offered for CHICO, CA sale. If however, the building or improvements are sold within one 95973 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 530-893-9310 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, and who contracts for such projects with a contractor(s) licensed Contractor: SMITH, RUSSELL G. pursuant to the Contractors' State License Law.). 4294 NORD AVE. I am Exempt under Article 3 of a Business and fessions Code ElP CHICOCA 95973 95973 Date: y% —' —G ` owner: 530-893-9310 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 605354 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 3370 S.F. Valuation: $151,803.00 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 the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 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 per is hereby, sd der th applic a provisions of the Butte County Ccde and/or Resoluf ns to do work' d Gated abo a for icp fees have been paid. / performance of the work for which this permit is issued (Sec 3097 Civ.) BY Date: Name: PERMIT EXPIRES ON: —Address: Date ❑ 1 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 duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it is unlawful to alter the substance of a y official form or document of Butte County. I hereby authorize reprAsent ivvJes of Butte County to enter upon+ the above mentioned property for inspection purpose . Print Name: /`r r LiJ 1 ' Signature: 6 _`_ Dale: .Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor b. l:. twnamg vermis ui-io-ug pg i I utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR NY1111191_1► Scott Rutherford (530) 538-7160 sruthertord cDbuttecountv.net Plans Transmittal For Review Per Contract 7/26/2005 Applicant: Bartlett, Barry Permit No:' 05-1.983 Project Type: NSF/Gar/Cov 006-690-001 100% 70% Plan Check Fees $ 1,167.72 $ 817.40 $ 1,167.72 $ 817.40 WILLDAN Fee $ 817.40 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other ' 7 County Center Drive Oroville, CA 95965 /'1^ (530) 538-7601 Telephone w (530) 538.7785 Facsimile TO: ' LO FROM: Lid � 1 SUBJECT: O < DATE: NY1111191_1► Scott Rutherford (530) 538-7160 sruthertord cDbuttecountv.net Plans Transmittal For Review Per Contract 7/26/2005 Applicant: Bartlett, Barry Permit No:' 05-1.983 Project Type: NSF/Gar/Cov 006-690-001 100% 70% Plan Check Fees $ 1,167.72 $ 817.40 $ 1,167.72 $ 817.40 WILLDAN Fee $ 817.40 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other X983 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►bN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax,(530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: /�' ' " ASSESSOR PARCEL NUMBER v" r 6 Proposed Building Use: /V !�7� Permit Technician: 6�e Date: \ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. t N 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. �E7 fJ 4. Engineered truss details and layouts in duplicate. No faxesl \ ❑ / 5. Letter from Engineer or Architect for truss design review. �E71 tt� 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bidgs: (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. 0 11. Letter of intent for non-residential buildings ❑ - / 12. Hazardous Material Form �t71 fv 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Rema/ Ing Items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �l 15 Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ...................................... .0 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by 18. Soils Report and/or Engineered Foundation required ........................................... 19: Erosion Control Plan Required..................................................................... Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑' 1. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry Ian approval ❑ paid. Sent by: 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:....... tO f'3 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �p 2 NPDES Form ............ ................................................................................. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ Letter of Signature authorization.................................................................... 11 ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ Existing violations and/or expired permits....................................................... ❑ 34. Deed Restriction..................:....................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: (% G QC, O� When issued Telephone /!� U 5- 45 B / ! o � 3agd hold for pickup. I have been in orm,ed of the abovyite/sfiand requirements for obtaining a building permit. Applicant: Date ; % 'v26 1. Index perm�tapplication for the above items numbered: Plan Check Letter 3.AddggDayitems required Evorr,ldesigner, esigner, owner, was advised of the above data by hor�eC ❑ mail, ❑ counter, by Date: 'OHO esigner, owner, was advised of the above data by 1� �ff8he, ❑ mail, ❑ counter, by G. Date: owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I, 1 11 A 4 Date: Structural reviewed by: Date: Structural approved by: t Date: Note transfer by: SaYh Date: 0 Co Yellow: Building Division N COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 %�j SCHEDULE OF FEES DUE OWNER. / / ��T_�� PROPOSED BUILDING USE 1. UILDING PERMIT FEES/ �j _/ --Balance Due ........................................................ $ / p, --Additional Fees Due..=%!—............ $ �Z1 9 --Additional Fees Due ............................................ $ --Revised Plan Checking Fee .......................... :...... $ CHOOL DISTRICT FEES Ctfl CC? (paid at District Office) LMM1W 40 owir. 24W SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... Sq. ft. 4.XT A Residential ............................ # Units x $360.00 = $ x $0.03 = $ /1,0 PAS e� $ L� >� � Amt. A.P. # 00 r(7 l v mow/ DATE 7� RECEIPT # DATE REC. ! k4b ommercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5 ECREATION DISTRICT FEES (11 Q 10 3140's 6. THERMALITO DRAINAGE DISTRICT FEES NC rq�iles`f $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 55.%) 6/- 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) Q 10. THER v r P At time of permit application, I was advised the apgve fees are required,to be paid prior to issuance of the building permit. These fees may be changed during,die-p qn checking pro969. APPLICANT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Butte County Department of-Develop7lent Sel-vlces °�`'T r ° 7 County Center Drive ° `! J ° Oroville, CA 95965 °�,fra may° (530) 538-7601 Telephone SUN (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. ® I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to_all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire; agriculture buffer zones, and habitat/species). Please print: Applicant Name:�+- Building site address:Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: Zp��✓ 7—.2e,) — OS GNATURE OF APPLICANT DATE Copy to Applicant/EH/File KForms/BldePermitwithoutClearances 020705 Department of Public Works .c o u n t y o f B u t t e ® LAND DEVELOPMENT DIVISION ). Michael Crump, Director Storm Water Management Program P0 7 C6unty Center Drive / Oroville. CA 95965 530 538 7266 nuc W�F� (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (s WPPP) Acknowledgement BLESS THAN 1 t4CRE Project Description: � F �- Pro ject Location and/or Parcel Number: By signing below, I, the project ownerlowner's agent, certify that this project WII.L NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of .disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. l 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 by law. Signed: Title: Date: 7-,20 -ate z DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Tg Site Plan Stamped Approved By Date l0 /3• o S SITE PLAN REVIEW APPLICAYTION Date: 6 AP# �� •-o l T Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: 7 Owners Name: Owners Address: Telephone No.: Situs Address:b%�Q Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer, ❑ . Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition. ❑ Industrial Remodel Other ❑. Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ •Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Tg Site Plan Stamped Approved By Date l0 /3• o S 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: LT • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A - 20 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. . IS CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear t Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. . IS CDF approval needed for encroachments into SRA setbacks. 1) Applicable Development Fees: Standard Fees . Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other . . Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) I * 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 is Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required. ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes; Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23): ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler, systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. n M Butte County Department of Development Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * PLANNING September 23, 2005 Barry Bartlett 2334 Dayton Road Chico, CA 95973 ft Subject: Building Permit 05-1983 (APN 006-690-001); New Single Family Dear Owner/Applicant, The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following 'revisions to you site plan, or information in order to continue the review: Creation Deed • ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking/Development Req's ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Landscaping Requirements ❑ Easement ❑ Fire Sprinklers* ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑ Agricultural Buffer ❑ Other: please comply with the attached Use Permit. Hire sprinklers, and the SRA setback are not requirements for the Planning Division, and this notification is for informational purposes. The requested information, or notification, is described on the included hand-outs. You will also ' be given some brief direction of how the information should be submitted, or returned to the ? County. Should you have further questions please contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Sin ely, Chris To le Assistant Plann Parcel Creation Deed A creation deed is the deed that created a piece of land, by dividing a larger piece. This process is commonly called a subdivision. Prior to March 4th of 1972, a parcel of land could be divided by a grant deed, and gift deeds were recognized until February 9th of . 1993. Staff is required to review each division to ensure that it was created in compliance with the State Subdivision Map Act, and Butte County Code. A creation deed is required to determine that the legal description matches the current configuration, and that the parcel has the appropriate access to a publicly maintained road. The exact date of creation and type of deed will also be verified. Please locate the documents and submit it to the Planning Division at: Department of Development Services Planning Division 71 County Center Drive O,roville, CA 95926 Note: You can obtain this document at the Office of the Recorder (25 County Center Drive, Oroville), or work with a title company to locate the appropriate deed. . ru•. m _ a¢vwaru _ ., Ghico, California 95926 Ewav No. ........ _............... _.. I,OUISE KLUENDER COUNTY.RECORDERFEE / 25195 Grant.. Deed For value received I. B. RAY BWMBAUGH AND EVELYN F. BRUMBAUGH GRANT ....lo I. B. RAY BRUMBAUGH, a married man, " his sole and separate property ail *W real properly siluanr In dw County of Butte 841111e of CoUfarnio, .des; w follower SEE SCIDM= "A" A7TACHV KERM AND MADE A PART HERROP All that real property situate i tz 31 1 west o or section 8. Totmship 22 North, Ran;;c J. Fast. 11. ''D. &.1•:;, and also beim• a por- tion of Lots 7 and 8 shov:ri on that certain riap entitle(] "Official Map of Lands of the Drool -cc Estate" which tsan was rc•cor-led in the office of the Recorder of the County of ilutte, State of California, April 24, 1924 in flap Dook 9 at pace 37 and r. being ,ore particularly described as follows; Beginning at the West one-quarter cornerh-of said Section.8, said corner being in the ecnter of the Nord ]lighway, a riutte• County Road; thence easterly orlon--.tlic East and 110:;t centerline of said Section' 8x.sca caa�sad:zloas�xrha�esdsaastiiataxlch�t::liei'si r :==rj., North 890 151 Last, 310.'OQ feet; thence Southerly and parallel with the Westerly boundary of said Section 8, an-ith o0e:lot West, to a point in the center of 1•:ud Crt�rh, :,Mich point hears North 890 151 East 310 fact from the said Westerly houndaiy of said Sec- tion 8; thence Southwesterly alon; the centerline of Mud Crecic to a point on tho Westerly line of said Sectidn'8; thence Northerly along said Westerly line, North 000 101 East 1709.1 feet to the point.of beginning. Togothor with a non-exclusive easrment to be used in common with others for drainage Ivirposes over a strip of land beim• 15 feet in width lying contiguous to and Easterly fron the West line of the above described parcel, nnid 15 foot strip o�orx?enein; at the South- erly right of way line of. the Nord. County Road; ili,•ncc Southerly. along the Wc•t lino of said .Section 8 to 1111 point of intersection with Northerly richt of way line of .'•Sud Creek as said Northerly lino described in Official Records Book 11159 at pa;;c 229, J111tte County records. Excepting therefrom that, portion lyin- Southerly of the ri,-ht of way line of Mud Crook. EStcopting therefrom that portion lying in the right of way line of said Hord Jiighway. . Also together with a nonexclusive casement to ho used in corvaon with others for drainage purposes over s strip of land being 10 feet in width lying contiguous to and Northerly of the 1"ortherly right of way line of said Mud Creel, said casement•bcginninr- at the point of intersection with. the castorly line of the above described parcel with the said Northorly'line of Mud Creel:; tl;cnce Southwesterly to aforesaid Westerly line of Section 8. M 9 Vow' 6 -os C OFFICA 2 JAMES P.A L S 1: A L 2 KII RNAN ww"V now ftmKoft CORO I. C. W— w• 27. —72 DOCU:AETITARY TRANSFER TAX $ None COY VU7fP ON FULL VAlUf OF WVIR11 COUVEVED DRC()VPL'T(D ON FULL V.! Ui LESS ums seal Lal 0**" -,ft% same as return address REVA!UING TH(R,,C.'. AT IVAE Or SALE. DokdKgrc..................... .......... . . ... _ .. 19 ......... . . . . ............. . ............. . ... . ......... ........ .... . r-l-mly of 8L 0. L..ieiE ......... ..d h. mm C --v . - — -?.. .. ....... f.. P.6k .... . ....... I ............................. . -0 to be ow�uk -am ftww*.JET..— ....... . ......... ad rlNf Jay.. 4-mmaw Ow smw. N6'rtb wt-8-ttra— Tit I e Com ., "M OF DOM"fil PVy Of Butte Count.' m PTN. SEC. 8 & 9 T.22N. R.1 E. M.D.B.&M. 67 18 --------------------- ---s:u.-o.A-D. 42-34 I- BROOKE ESTATES 9 M.O.R. 37 06-69 T\\1'-500` 22 59 w27 Butte County Assessor's Map .08 Act Book 06, Page 69 CREATED BY ST CREATED ON I0-28-1999 NOTE: u! WIQI or ansa aN pox REVISED BY DB RENSFD ON 09-14-1004 . PARCEL was ME MR A�aR$ OFFICE 115E FU NAME � 06-69 EFFECTIVE 200.55-06 ATO 00 NOT MESSAFELr CONSHNIE LWAL ams No LaaUrr IS wsnsaEn FOR THE Previous Book 06. Portion Of Page 02 ACCIAuaY CF THE our SHOW ' . p deaf W Niro Butte County AssassoN's OR7ce w is =� �WILLDAN Serving Public Agencies January 11, 2006 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 938 14th Street, Suite E-100 Marysville, CA 95901 530/749-2373 fax 530/749-2199 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1983 Assessor's Parcel No: 006-690-001 Description: Bartlett NSF/Gar/Cov Willdan Project No: 14353-1817 Dear Mr. Rutherford: Wilidan 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 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 4 not dated, not signed. * Truss Calculations: Three (3) copies dated 05/23/05, by Longfellow Lumber Co. Inc. * Energy Calculations: Two (2) copies dated 04/27/05, by Bob Metzger O.D.S. * Misc. Documents: Two (2) copies, Elevation Certificate dated 05/26/05 by FEMA. The plans have been stamped with the Willdan approval stamp and dated. 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. °f, Cc: Alice Mefford, amefford@buttecounty.net r;, r. WILLDAN Serving Public Agencies APPLICABLE CODES 938 14th Street, Suite E-100 Marysville, CA 95901 530/749-2373 fax 530/749-2199 www.wilidan.com Unless noted otherwise, all comments are based on requirements of the California Building Standards ' Code found in the California Code of Regulations, Title 24: • Part 2, known as the 2001 California Building Code (CBC). • Part 6, known as the 2001 California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories 1" Floor Sq Ft 2°d Floor Sq Ft Total Sq Ft g .y^r`cy$!.:°'R.f"ti°:f- .L..'a, Dwelling R-3 V -N 2 1,085 960 2,045 Carport U-1 V -N 1 648 NA 648 Open Deck R-3 V -N 1 NA 387 387 Cov'd Patio/Porch R-3 V -N 1 290 NA 290 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. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. Field inspector to verify installation of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either battery operated or 110 volt with battery backup) as required when the valuation of any addition made to a Group R -occupancy exceeds $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 5. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. 6. Upon completion of the structure, the elevation of the lowest floor shall be certified by a registered professional engineer or surveyor & verified by a Butte Co. building inspector to be properly elevated, & the cert. & verification provided to the Flood Plain Administrator. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Tom Trueb Plans Examiner 11 r B TTECOUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 " CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 �f), II I A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds 1 **PLEASE PRINT CLEARLY** �b OWNER Last e_ Fi me Address City St z509 Phone 6*1? ax E-mail CONTRACTOR Name /i AddressLI:.o.,� d CityC�Go Ste Phone 6;3Fax City E-mail L' Ot3�s APPLICANT NAME ARCHITECT/ENGINEER Name City Address . City Fax State Zip Phone Type t6nst. Fax E-mail Map Book State License Number APPLICANT NAME Nam Address City State . Phone Fax E-mail APPLICA IGNATURE X r For office use only: / p� `� API ooV_6 !(� _©&7/ Zoning City��G® Flood Zone . SR4 I Ye Occ. Name Type t6nst. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP 5-/98 BI)V # I� In LOCATION / p� `� API ooV_6 !(� _©&7/ PropertyAddressN � s,/ /' """ City��G® Cross Street 6`5 f>eA n" A-C)C- C-6" e a WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: -AO /U5F- ZvLr5- 6S V coo Sq. Footage —6g 7 ❑ Structure Buil without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Recei'ed bye„ Amount: /�, "/ Receipt #: q 1 � v Date..' 7 W" VA SRA Sheriff SMIP Other I I V Total. K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 y�) , 1 SUBMITTAL & PERMIT REQUIREMENTS _ The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! El 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑' 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verificatitm (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 F EAST �01�P.PRIN UT�-�o.- Department ®f Public T®rtes 0 0 C o u n t y' o f B -u t t e 0 0 C 0 7 County Center Drive OrovWe, CA 95965 OC, y0 J. Michael Crump, Director (530)538-7681 Q v t 5 (FAX) 538-7171 Avetic wo��Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 606 -61IG- 061 Building permit # Owners Name: Owners Mailing Address: Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: U �Ur V ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road F] Existing driveway conforms to County S-31 standard }' [] Other 4, Approved by Printed Name 11 �` c —� 75�� , Title 4 Date CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with E the county road or drainage. 2. An existing home with only minor remodeling or repairs. i , M • r r� 'tc . I' i M • BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per Building) School District Building Departm t No. ()E; IT6S A.P. Number 0 Jurisdiction: city County Property Owner Prop I erty Location/Address 4 A i4wq P-hm, A Subdivision Lot No. Residential Development : Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # .(No foundation inspection) ................................................................................... Deed Restricted Sq. Footage (Altach;a signed 660yiof Deed Res(fiction,and,Notice of Limited Use Facility- docyment), Commercial/Industrial 0 Sq. Footage New Addition (including Exterior Roofed Areas) Building Department Represent ti;6 Date�' District Identification No. C-6 0(\ 0 School District certifies that r aj f (Applicant) (Street Address) (Phone Number) 246' (City) J (State) (Zip Code) has complied with the requirements of Resolution No. "o by payment of $ � 51-0 J representing 5t o square feet. B 2926 $ VULL MITIGATION $ School District eoresenlbtive Date Paid by Check # Remarks: Mode*: You may protest the Imposition of the fen 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 an paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Farm, the School District Is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fan to fully mitigate Iti knpect an On school districts schools. White (school district), Yellow (building department), Pink (applicant) feeform.xis (305W= BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM . FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) QQ-IICo - Building Permit NumberO5'q '�s Property Owner (s) Ba 0t� Project Location /Address 9 3G or C� C Subdivision Name Assessable Sq. Ftge 2 ®� Typ of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: 2' BuildinglDepartment ❑ FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: S_312-3Y3- ApplicName n Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of. _ Dwelling Units @ $ per unit for a total of Square Feet @ $ per sq foot for a total of $ Remarks: q0 - +a c>- I I 1 id y Chec No: Paid by Cash: Receipt No: a r4 . 1pi_ // 1(,q, ecreation and Di tri Representative a. 81 06- eCk 2375.00 -0023707 F.} Recorded i KEC FEE AND WHEN RECORDED MAIL TO: Official Records 1 BUTTE COUNTY BUILDING DIVISION County of 1 CONIES 2.50 te 7 COUNTY CENTER DRIVE G C—PICIE J. GRtsIBS 1 r OROVILLE, CA 95965 Couny Clerk -Recorders i I KL 4i 011:43P9 @Sinlay-2�6 I Gane I of 2 IIIIIIIIIIfIIIIIIIIIII1111IIIIII�� AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT' FOR RESIDENTIAL DEVELOPMENT- 1� 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 E adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm i operations. All that real property situate in the County of Butte, State of California, described as follows: Ei . Date ? s Olo PROP TY OWNERS: I, State of California ) Countv of1=�s V44-1 ) On 3( I No before me, D. FISHER, (Votary Public personally appeared , ir personally known to me (or proved me on ihe basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrume t and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and t t b his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) a.eted exec t'd tti� instrument. WITNESS in a -and of�c4 seal. Signature r A.P. # Q QU (�r CSO 1+. , e> I Seal:;:FZ D. FISHER Commission # 1487634 -Fs Notary Public - California Butte County My Comm. Expires May 4, 2008 Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: ALL THAT REAL PROPERTY SITUATE IN THE SOUTHWEST ONE QUARTER OF SECTION 8, TOWNSHIP 22 NORTH, RANGE 1 EAST, M.D.B. & M., AND ALSO BEING A PORTION OF LOTS 7 AND 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF LANDS OF THE BROOKE ESTATE", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, APRIL .24,1924, IN MAP BOOK 9, AT PAGE 37, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST ONE-QUARTER CORNER OF SAID SECTION 8, SAID CORNER BEING IN THE CENTER OF THE NORD HIGHWAY, A BUTTE COUNTY ROAD; THENCE EASTERLY ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 8, NORTH 89° 15' EAST, 310.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WESTERLY BOUNDARY OF SAID SECTION 8, SOUTH 000 10' WEST TO A POINT IN THE CENTER OF MUD CREEK, WHICH POINT BEARS NORTH 890 15' EAST, 310 FEET FROM THE SAID WESTERLY BOUNDARY OF SAID SECTION 8; THENCE SOUTHWESTERLY ALONG THE CENTERLINE OF MUD. CREEK TO A POINT ON THE WESTERLY LINE OF SAID SECTION 8; THENCE NORTHERLY ALONG SAID WESTERLY LINE, NORTH 000 10' EAST, 1709.1 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY OF THE RIGHT OF WAY LINE OF MUD CREEK. .ALSO EXCEPTING THEREFROM THAT PORTION LYING IN THE RIGHT OF WAY LINE OF SAID NORD HIGHWAY. APN 006-690-001-000 LONGFELLow LuMBER CO. INC* Quality Truss Design • Roof & Floor Systems 89 Loren Avenue 9 Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: R.G. SMITH Address: NORD HWY CHICO AP#: C•20E (Rev. 3/03) EC%D_ AUG WI 1� Job No: 2045 PLAN 0 ENGINEER oma, Mitek Industries, Inc. 4 Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 L R L N. MiTek May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK -LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with I Od nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. Sincerely, FE to ONG YG F2�i NO. 1349919 .L RedongJP Director of 66 Western Operations RY/ek OUTLOOKER Ix4 CONT BRACE AT BRACE M a43ER5 LOWA R THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS 2x4 HF STRONSBACK MAIL TO UXhSER W/ IOd 6 12' O,Cj — 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAILS) �–A35 BRACE TO FLAT Xyyl' �H-3 AT 48' O.C. Q , NOTE: TH15 DETAIL MAY BE USED FOR WITH PITCHED B.C. ALSO. (0) OPTION TO WEB PLATIN&: USE (3) - 2' WIRE 5TAPLE5 (0072 DIAJI5 6A) TOENAILED THRU CHORD INTO WEB t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t MU MUST BE PLATED. 5,D AR .4A -t awn 5-IOd NAILS EACH END 6-I0d COMMON 2xb DIA60NAL NAILS BRAGS o 48' OCG. QA MAXUNBRACED LEN6TH OF &ABLE END STUD. (2x4 FIR -LARCH) - STANDARD = 5' -II" - MI AND BTR = l'-9' – T1455ES —� ,,, L4. vs TC. DL 15.0 PSF NOTE: 6ABLE END DE516N BASED BC DL PSF BG LL OA PSF ON 15 MPH WIND, EAVRRE B' TOTAD. 50.0 PSF AT 0-25 FEET MEAN HE16W DURFAC. 1.15 rrn OF JOB DETAIL Dare: 10-18-02 Gary Hawkins ARCHITECT JOB NAME LoNefflLow LUMBER Drawn: AK GIN STATE OHIGO CALIFORNIA (530)892-27003.0532 i Job no.: 02-I 16 � 37o wacErv000 oa.. srE.l o Fnx:(530)893.0532 CHICo, CA 95973 garyaKhmsbcglobalnet Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' 'Center plate on joint unless x, y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss l . Additional stability bracing for truss system, e. ty 9 Y g• and securely seat. diagonal or X -bracing, is always required. See BCSI1. 0-'hd 2. Never exceed the design loading shown and never 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS C1-2 c2-3 3. Provide copies of this truss design to the building 4 designer, erection supervisor, property owner and o WEBS �a, all other interested parties. == U �' ��' p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U p°t= plates 0 -'ad' from outside a U 0 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint c7 -e C6-7 CS -6 O ~ locations are regulated by ANSI/TPI I I. BOTTOM CHORDS 'This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 'on details available in MRek 20/20 ti Plate location 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. software upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the 4 x 4 perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel comber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING ' SBCCI 9667, 9730, 96046, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings '��F6 (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint __® number where bearings occur. 15. Do not cut or alter truss member or plate without prior approvai of a professional engineer. Industry Standards:16. M iTek® Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MRek Engineering Reference Sheet: MII-7473 - p 2004 MRetc® f Job russ Truss Type Qty Ply2045 TC 0.70 TCDL 10.0 Lumber Increase ' BC 0.75 BCLL 0.0 Rep Stress Incr YES R16612058 SMTIH2O45 Al ROOF TRUSS 7 1 TOP CHORD 2 X 4 DF NO.1 &BtrG BOTCHORD 2X4DFNo.1&BtrG Job Reference (optional) o.mv a Apr <o mw mn eK mauamee, mc. man may - —.— r cuw rage s 1 -2-0-0 I 5.10-0 1 11-1-8 1 13-(x0 1 18.11-0 1 22-411 1 27-0-0 T 29-0-0 2-0-0 5.10.0 - 5-3-8 2-48 5.5-0 35-11 47-5 2.0-0 Scale = 1:51.8 4x8 11 5 1.50 II 5x8 = 5.10.0 11-1-8 } 18.11-0 1 27.0-0 5.10.0 5-M 7.9.8 8.1-0 LOADING(psf) SPACING 2-0-0 CSI �i TGLL 16.0 Plates Increase 1.25 TC 0.70 TCDL 10.0 Lumber Increase 1.25 BC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.45 BCOL 7.0 Code UBC97/ANS195 (Simplified) LUMBER TOP CHORD 2 X 4 DF NO.1 &BtrG BOTCHORD 2X4DFNo.1&BtrG WEBS 2 X 4 OF Std G 'Except' 5-102X4 DFNo.1 G ,t r1 REACTIONS (Ib/size) 2=993/0-3-8,8=993/0-3-8 DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.3310-11 >969 240 MT20 220/195 Vert(TL) -0.7110-11 >453 180 Horz(TL) 0.34 8 n/a n/a Weight 129 lb BRACING TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=-50(load case 3) Max Uplift2=-25(load case 5), 8=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=1505/2, 3-4=1148/31, 4-5=1148/69, 5-6=3743/0, 6-7=3716/0, 7-8=-4003/0, 8-9=0/22 BOT CHORD 2-12=0/1335.11-12=0/1335,10-11=0/1022.8-10=0/3715 WEBS 3-12=13/184, 3-11=360/28, 4-11=199/8, 5-11=86/245, 5-10=0/3003, 6-10=259/11, 7-10=258/62 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 27 It with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. < LOAD CASE(S) Standard I ® WARNING - Verj/y design parameters and READ NOTES ON THUS AND INCLUDED MMES REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with Welt connectors.This design'u based on NuPan Parameters shown and 6 for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibirity of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the y erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TP11 Quality Crlteda, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. 4 t� 'Q OFESS/ONS �c`� ONGyGl�2�' LU cy-C/49919 m OF CA. May 24,2005 7777 Greenback Laner_• Suite 109 Citrus Heights, CA 95610 MOW 0 Job russ Truss'l ype Qty Ply 2045 1.25 TCDL 10.0 Lumber Increase 1.25 816612059 SMTIH2O45 A2 FINK 5 1 1 >999 180 WB 0.19 Horz(TL) Job Reference optional) . ......... ...... _. ., -2-0-0 I 7-0.4 I 13-&0 I 19.11.12 I 27.0.0 I 29-0-0 i 2-0-0 7.0.4 6-5.12 &S-12 7.0.4 2-0-0 Scale = 1:51.4 4x4 = 4 3x4 = 3x4 = 3x4 = 9.2-2 I 17.9.14 I 27-0-0 9.2.2 &7-11 9-2.2 LOADING(psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 >999 LUMBER TOP CHORD 2 X 4 DF N0.18BtrG BOT CHORD 2 X 4 DF N0.18BtrG WEBS 2 X 4 DF Std G CSI DEFL in (loc) I/defl Lid PLATES GRIP TC 0.35 Vert(LL) -0.16 8-10 >999 240 MT20 220/195 BC 0.62 Vert(TL) -0.30. 8-10 >999 180 WB 0.19 Horz(TL) 0.04 6 n/a n/a (Simplified) Weight 116 lb BRACING TOP CHORD Sheathed or 5-2-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=993/0-3-8.6=993/0-3-8 Max 1-1orz2=-49(load case 3) Max Uplift2=25(load case 5), 6=25(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23, 2-3=-1398/0, 3-4=1212/56, 4-5=-1212/56, 5-6=-1398/0, 6-7=0/23 BOT CHORD 2-10=0/1242,9-10=0/847.8-9=0/847,6-8=0/1242 WEBS 3-10=297/14, 4-10=39/462, 4-8=39/462, 5-8=297/14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 27 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QFtOF ESS/ pN ONG yG�F2c LU /49919 m OF CA1.1F ! May 24,2005 ® WARNING - Verf fy design parameters and READ NOTES ON THIS AND INCLUDED 21II7'EE REFERENCE PAGE MU -7473 BEFDRE USE. 7777 Greenback Lane --® Design valid For use only with fWTek connectors. This design is based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design ramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610_ PP N 9 Pa P P Por P Pa N 9 0 9 9 SHN is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the rezponsibilTiy of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding j�ek fabricolion, quariy control storage, delivery, erection and bracing, consult ANSI/TPII QualQualityCriteria, DSB-89 and BCSII Building Component db Safety Information available from Truss Plate Institute, 5113 D'Cnofrio Drive. Mad'eon, WI 53719. M, , Job fussfuss ype CSI y 2045 1.25 TC 0.62 TCDL 10.0 Lumber Increase 1.25 816612060 SMTIH2O45 A3 ROOF TRUSS 7 1 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 OF No.18Btr G Job Reference (optional) 0 ji -2-0-0 I 4-10-3 I 8-8.12 1 13-6-0 I 16.10-0 I 21-7-12 I 27.0.0 t 29.0.0 2-0-0 4-10-3 3.8.9 4-11-4 3.4-0 4-9-12 5.4-4 2.0.0 Scale = 1:52.3 4x8 11 5 5x8 = 1.5x4 II 8.8.12 I 16.10-0 1 21-7-12 27-0-0 B-8.12 834 4-9.12 5-4-4 LOADING(psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.62 TCDL 10.0 Lumber Increase 1.25 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.43 BCDL 7.0 Code UBC97/ANSI95 (Simplified) LUMBER TOP CHORD 2 X 4 OF No.18Btr G BOT CHORD 2 X 4 OF No.1&BV G WEBS 2 X 4 OF Std G 'Except' 5-122X4 OFNo.1 G DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.38 11-12 >852 240 MT20 220/195 Vert(TL) -0.7811-12 >411 180 Horz(TL) 0.34 8 n/a n/a Weight: 128 Ib BRACING TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=993/0-3-8, 8=993/0-3-8 Max Horz2=50(load case 4) c Max Uplift2=-25(load case 5), 8=-25(load case 5) FORCES (Ib) - Maximum Compression/Maximum Tension " TOP CHORD 1-2=0/22, 2-3=3991/0, 34=3666/0,4-5=-36411/0, 5-6=-1215/69,6-7=-1215/29,7-8=-1535/2. 8-9=0/23 BOT CHORD 2-12=0/3707,11-12=011075,10-11=0/1361,8-10=0/1361 WEBS 3-12=293/45, 4-12=-229/9, 5-12=0/2883, 5-11=116/239, 6-11=212/9, 7-11=322/26, 7-10=-12/168 1 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 27 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. LOAD CASE(S) Standard 11 ® WARNING - Verify design parameters and READ NOTES ON TFUS AND INCLUDED BGTEE REFERENCE PAGE AU -7473 BEFORE OSE. Design valid for use only with Weir connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPI1 Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 583 D'Onohio Drive. Madison, WI 53719. OQPOFESS/ONS OON rGl< C;9919rn OF 1 May 24,2005 7777 Greenback lane • Suite 109 Citrus Heights, CA 85610 aw—asI M iTeke TO: FROM: Building Division — Development Services Environmental Health E.H. u—g EON Y Plot Plan Attached — Floor Plan Attached Sent to 8D/DS / SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal: X Water Supply: Public Private Well Clearance for dweffing. Other 3 � drry /ernes Hold final for: Final clearance O.K. for:. NOTE: Environmental Health Specialist Date Building Clearance 9/2005 PERMIT DRS &.1. Bin APN'006-690-001 LAST NAME 'BARTLETT FIRST NAME : ' CONTRACTOR RUSSELLG SMITH CITY/CTY STREET NO �STREET NAME • ' CITY • USE -TYPE REMARKS NSF,CARPORT,COV,OPEN 25 char. max B P E M VALUATION FLOOD = 7/26/2005 6/1/2006 FINALED --� T/a*nC_hk-1: �: Chkd By�1: feturn-2A��j5trJChkq uM-1 Chk-1: Plan Chk.2: Chkd By�2 -2 lan Chk-3: ChkdBy-3 _proved: Appr . Comments: 255 char. max 8/2/05 sent to Willdan. 8/28/05 p/c Itr Willdan. 1/11/06 p/c approval Itr Willdan. 1/12/06 note transfer done, contr contacted need EH clr,fees, school & park (in file), driveway & recorded ag AM. 3/2 Called contr w/ status, mailed sch/park per request KG i 2006®0023707 AND WHEN RECORDED MAIL TO: Recorded I REC EEE 10.00 >. Official Records I BUTTE COUNTY BUILDING DIVISION County of 1 COPIES 2.50 Butte I 7 COUNTY CENTER DRIVE DWACE J. 6RUBBS I OROVILLE, CA 95965 County Clerk -Recorder) Et 1 I KL �.f 011:43AM 09 -May -206 I Page 1 of 2 III) ISI III I III I III SII VIII I III! I') AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land oijncluded within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones- and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 3�3 I Olv PROP ZTYOWNE;RSj-o,�__ rrrr �Q.✓ `i Q0..✓�� .SZ't-t State of Californ�'a1 ) County of�=:> U`� ) On 3 f 3 before me, D. FISHER, Notary Public personally appeared 'I known to me (or proved to the within instrume. capacity(ies), and t t'b the person(s) apted exe, WITNESS mvl ha n( Signature on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed acknowledged to me that he/she/they executed the same in his/her/their authorized er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which # instrument. A.P. # 0'0(0 — (P ! '0` 00 ( Seal: D. FISHER Commission # 1487634 -r Notary Public - California Butte County My Comm. E)pires May 4, 20081 Description -The land referred to herein is situated in the State of California, County of Butte, and is descn'W as follows: ALL THAT REAL PROPERTY SITUATE IN THE SOUTHWEST ONE QUARTER OF SECTION 8, TOWNSHIP 22 NORTH, RANGE I EAST, M.D.B. & M., AND ALSO BEING A PORTION OF LOTS 7 AND 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "OFFICIAL MAP OF LANDS OF THE BROOKE ESTATE", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, APRIL 24, 1924, IN MAP BOOK 9, AT PAGE 37, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: . BEGINNING AT THE WEST ONE-QUARTER CORNER OF SAID SECTION 8, SAID CORNER BEING IN THE CENTER OF THE NORD HIGHWAY, A BUTTE COUNTY ROAD; THENCE EASTERLY ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 8, NORTH 89° 15' EAST, 310.00 FEET; THENCE SOUTHERLY AND PARALLEL WITH THE WESTERLY BOUNDARY OF SAID SECTION 8, SOUTH 00° 10' WEST TO A POINT IN THE CENTER OF MUD CREEK, WHICH POINT BEARS NORTH 89° 15' EAST, 310 FEET FROM THE SAID WESTERLY BOUNDARY OF SAID SECTION 8; THENCE SOUTHWESTERLY ALONG THE CENTERLINE OF MUD. CREEK TO A POINT ON THE WESTERLY LINE OF SAID SECTION 8; THENCE NORTHERLY ALONG SAID WESTERLY LINE, NORTH 00° 10' EAST, 1709.1 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY OF THE RIGHT OF WAY LINE OF MUD CREEK. ALSO EXCEPTING THEREFROM THAT PORTION LYING IN THE RIGHT OF WAY LINE OF SAID NORD HIGHWAY. APN 006-690-001-000