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069-240-048
069.240.048 02-]868 BEHREND, TERRY & SUSAN WANAKA,OROVILLE CONTCD CONST. NEW SINGLE FAMILY NOTES ' RESIDENTIAL' 069-240-048 2-1868 '. . ' PERMITNC.' ^ -� NEW SINGLE FAMILY � `' ^ SLZ�— !2 Aa� aK ^ . ` . . . . . ^» . . �� :� lk ~ � ^ . - v . ' . � K � ' _. SPECIAL CONDITIONS ^ ' CHECKED � BY ! GRA --_-FLOOD CERTIFICATE RE�� ` ' FIRE SPRINKLERS RBQ. SPECIAL]N8PECTONITEK8S ... ` USE PERMIT CONDITIONS -_�- SU OAROHC>US|NGLETTER / / ' _ ^ ~ OFFICE COPY GAS Meter B Datewd" ELECTR Meter By D,te .�' � JOB -_-�� '~~~^E~(Date v .~. Signature ,/ = OK 0 = Not OK = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 i 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements _ 2. Soils; Compaction -Structure Stability t 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- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Anderfloor (Plans) OK except #'s Card B-1 Date Z ing- Setbacks- Easements- Flood- Slope Date tg., Main; Soils-Elec. Grnd.-/` /" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel•Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Fall•Fitting•Test•2 Way C/O -Sewer Test 10. UF, as Pipe; Size Anchors -Yard Gas Piping; Size Test rJ A� Water Pipe; Test -Anchors -Regulator -Service Test -�� 12. Electric Underground I- )3. Hums & Ducts; Clearance -Material -Support -Ins. A* -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation DateCard B-1 Date Card B-1 Date' 7� l ' ward B-1 Date Card B-1 Date el.UMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 1 st Tub & Shower, Second Floor -Tub Access l as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Apure & Transformer Clearance -Ins. Protection c 24. Elec. Receptacles Spacing -Lights & Switches at Doors �5.. .. e oxes & No. of Conductors Stapled om x Installed Close to Edge of Studs & C.J. 20�E u' Ground made up w/Mach Fasteners -Bond Gas & Water IV '2Appliance Circuits in Kitchen & Conductor Size GFI 29. _Sbt �`"—rre Siee ! ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / g C r AI -Oven Circ. / / ga Cu or At Insulated Neutral es ❑ No ervice_QzVFeonductors & Ground Main Disconnect N' -quip. Clearances Panels-Motors-Mech. Equip. f3>. -'Clothes Closet Light -Shower Light -Spa Light moke Detector Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors alis Studs -Nailing Spacing & Braces -Plates -Sound kjgT:e:a:r:.ng Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4414—+ €5ders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) langers-Post Caps -Anchors -Connectors mg. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. Flue -Fireplace Throat Clearance LQ9iAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - ►,W. BdW't'Windows or Exiting Doors -Sill Ht. & Dimensions L�L" i9 Garage Fire Protection Framing OLL _ ` r �Sd'ir ro erty Line Firewall & Openings bd'Ext. Doors -One 3' -Check Garage 3rd Storv. 2 Exits Fire Protection [Ff Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Sidi g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection-Skvliahts-Plastic 60. Itration- Walls -Windows Date Card 13 1_,YV4 Date Card B-1 Date— Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ex teps-Door & Sidelight Protection -Landings Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection givIbediroom Exiting .FI. & Bath Fixtures & Tub Access -Spa EI Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7 ce-Hearth Elec. Outlets at Wood Panel, Int. & Ext. . Ki Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Fire Door; Swing -Landing -Closure A. uct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor -Mach. Protection Ib., Elec. & Mech. Equip. Listed for Location Elec. Boceptacles in Garage (F.F.I.)-Romer. Protection ns tion -Foam -Looked in Attic . Gu Rails & Deck Construction -Post Caps OW'Tcln. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under F19 -or ❑ Yes 82. Following Inslld./Drive N alks s No/Planters J Yes lDle� tucc Bow ini C. nit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. tsconnect, lectrical, Plumbing Elec. Trim, G.F.I. Rec m Throughout House 86!Glass Protection Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD ADDroval 93. ;energy Compliance Certificate -Other Certificates Address Posted DateA Card B-1 Date Card B-1 Date J Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 3 ent Fan, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors alis Studs -Nailing Spacing & Braces -Plates -Sound kjgT:e:a:r:.ng Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4414—+ €5ders & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) langers-Post Caps -Anchors -Connectors mg. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. Flue -Fireplace Throat Clearance LQ9iAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - ►,W. BdW't'Windows or Exiting Doors -Sill Ht. & Dimensions L�L" i9 Garage Fire Protection Framing OLL _ ` r �Sd'ir ro erty Line Firewall & Openings bd'Ext. Doors -One 3' -Check Garage 3rd Storv. 2 Exits Fire Protection [Ff Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Sidi g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection-Skvliahts-Plastic 60. Itration- Walls -Windows Date Card 13 1_,YV4 Date Card B-1 Date— Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ex teps-Door & Sidelight Protection -Landings Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection givIbediroom Exiting .FI. & Bath Fixtures & Tub Access -Spa EI Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7 ce-Hearth Elec. Outlets at Wood Panel, Int. & Ext. . Ki Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Fire Door; Swing -Landing -Closure A. uct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor -Mach. Protection Ib., Elec. & Mech. Equip. Listed for Location Elec. Boceptacles in Garage (F.F.I.)-Romer. Protection ns tion -Foam -Looked in Attic . Gu Rails & Deck Construction -Post Caps OW'Tcln. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under F19 -or ❑ Yes 82. Following Inslld./Drive N alks s No/Planters J Yes lDle� tucc Bow ini C. nit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. tsconnect, lectrical, Plumbing Elec. Trim, G.F.I. Rec m Throughout House 86!Glass Protection Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD ADDroval 93. ;energy Compliance Certificate -Other Certificates Address Posted DateA Card B-1 Date Card B-1 Date J Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA e (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7641 rtx CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. f. i. u'.- Date inspector te!ftl 1-7 REV 1OU COUNTY OF BUTTE BUILDING DIVISION :.DEPARTMENT OF DEVELOPMENT SERVICES c' 411 Main Street • Chico, CA • (530) 891-2751 ' s 7 County Center Drive • Oroville, CA • (530) 538-7541 ° ,. 'CORRECTION NOTICE ' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the '- above address and should be corrected. Please notice this office when correction of work is _rte' completed. If you have any questions pertaining to this matter, or need additional explanation, please ga2tact this office immediately. Ci L.P & r' Y �=r Y��! In ;pectOf . Date L' REV 10/92 , COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 it COUNTY OF BUTTE BUILDING DIVISION - • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County -Center Drive • Oroville, CA.-* (530) 538-7541 CORRECTION NOTICE L(o)1 OWNER - PERMIT NO. r° A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is N completed. It you have any questions pertaining to this matter, or need additional explanation, r please contact this office immediately. Lo� ;-- r 4A2t \ �- n ;! • --mss 10-1 • x Date Inspector ''` REV 10/92 F' x Date Inspector ''` REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Main Street • Chico, CA.* (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 1 k CORRECTION NOTICE 31r - OWNER - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.. /f r Date Inspector V ' 1 REV 10/,2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION AND PERMIT ®� Jyt,;�? ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER BaMTERRY 8, SUSSAN TELEPHONE - 5,994944 SO. FT. OCC. BUILDING VALUATION 993 R 53,622.00 .OWNERS MAILING ADOR SS 117 coy 521.00 CONTRACTOR'S NAME CD1589-2220 TELEPHONE 443 U 7,974.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 63 117.00 ARCHITECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee $ 477.5U - ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL ING D Es Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 6. 00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW STNGI E FAM11-Y W/_.1T_.ArR_E_D ;_4_R_1f; Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 136.00 ELECTRICAL PERMIT Fling Fee 20.00 "0OR LESS Main Service z00A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. , License Class Lic. No. ��''ry y Q �� / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ] I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �.�-,%��ir-t_i Date 7 Signature of Applicant - ❑ Owneff [P' Contractor ❑ Agepf An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OOCUP. SG 50.26 OR ADDNS. ( a ACC. BLDs. 3.5QFT; NOµpEGID. T. BRANCH CIRCUITS MULTI -OUTLET 97,50 POWEPUS 8 SINGLE R AOUTLETPARATCIR. EX. OCCU OUTLET OR F1XrURES 20 @ 1.00 9 .50 Ex. Occup.OUTLETS R� ,OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 93.26 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ 61,00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 1167.14 HAZ. I D. FEES IMP FL D CDP I PARCEL I PD I HD I ISSU This permit is hereby issued under of the Butte County Code and/or indicated a ove for w 'ch fees have e By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 10Z � d3 efe rwReceiptNo.360501 $1,148.65 HITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PROJECT PROCESSING RECORD Applicant: ®caner: ��A� A.P. #: —Q6 ' 2V0 T Permit #: Work Description: �— Date Description of Step or Status ��_ IL �� n.v yup RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: bjul" Building Permit Number: 0;v? _0 Plans Examiner: Martha Christy A. P. Number: Do— — Z�U —67 GENERAL: 1. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. Pro U 1 �� C(�2/� C u/�t �t 4. Existing violations on the property. , 5. Recorded notice of violation.`a,,-n '(/4 L 6. Building permit valuation. . ,/ PLOT PLAN: J�.l� 5 � p�5 �, 1. Complete parcel size and dimensions. pro 1) j�.� (�7M� Setbacks, side yard, easements, etc. ,,71 Other �td2 Other buildings or strictures. 4.l Grading, fills and/or drainage. ���-d ,fFlood hazard. �v-Du ict _ 6. Special conditions on Parcel Map: 06 L- - f b PaJ966 W et lNoise ❑ SRA Q/ Fire Sprinklers ❑ Water Tender ❑ Traffic.and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement.�� ,8: Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �3 Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). ,/� ,Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in anY dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath g.a r bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). arage firewall separation - required on garage side including supportin walls and posts (Uniform Builr��GU�,1ode section 302.4 exception #3). uj6'0,. � 4At-V-t — j5 U Qn Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). y3. Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to tosu port all loads (Uniform Building Code section 1806.3). � ��- I-�'C� STRUCTURAL DETAILS: /( I) Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panelsya� L J must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC se^cti,o,n, n2�320.4.1.) Braced wall lines must be continuous throughout the structure. l�� v� ' F 11 l i�v "! 0-t:.7 ka.�C_d U2ta %q� 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature,, registration number and expiration date on all sheets of plans depicting the designed elements and cover shee� of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C).07 Floor construction details complete enough to construct building. u U 6. Elevations and wall construction details complete enough to construct building. hold c v.( (!PRoof construction details complete enough to construct building. �;i Z e, -trur-tO J �. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compopents during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). 2. Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). yo r Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12. Energy design compliance and supporting documentation. CDF responsible area requirements. p BUIL G PERMIT REQUIR��-CI EMENTS: .0 2AJ 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 0 0 __ � � — ��\a� ��� ���s �.,� ��� � September 5, 2002 Terry and Susan Behrend 43 Executive Ave. Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-240-048 Building Permit Number: 02-1868 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. N TRUCTURAL COMMENTS: Qf�frovide three copies of an accurate and correct plot plan. Provide dimensions of house rom all property lines, plot plan is to be drawn per correct shape of lot and north arrow is to be provided. The lot is orientated to the southeast, not east. clti// nae procl1 GiG�o ,2' Provide steps from the front deck. An exit from the house must lead directly to the public way. You may not exit from the house to the garage and then outside -the required exit must be directly from the house to the public way. The entire water heater compartment, located in the garage, must be separated by the required fire assembly. This will include the floor of the compartment and will be so noted on the plans. Provide attic access location, location of the FAU and size the appropriate truss for the loads from the mechanical unit. Provide location of condenser. Submit revised truss calculation or provide stamped, signed letter from the truss engineer that the trusses have been sized for the loads. Provide supports for girder trusses and provide a design for foundation for all girder truss reactions over 5000 pounds. "f Revise energy calculations for correct orientation of the house and the lot -Southeast. Alternate braced wall panel, located in the garage, is over 10 feet in height. An alternate location to provide for interior bracing is the wall behind the water heater -a minimum of 4 feet with required nailing on each side. The alternate braced wall panels, located on the rear wall are not the required minimum length and could not meet minimum length without moving windows. Just labeling the plan for the correct length does not make the walls comply. In addition, the wall at the master bedroom cannot comply because of the shape of the wall. Move windows to obtain the required panels or provide a lateral analysis of the back wall line of the house. A lateral analysis of the front wall line will be required because the alternate braced wall panel is over height and does not comply. 1 of 2 Plans and calculations and the calculations provided by the licensed professional must be stamped and wet -signed. Provide a complete braced wall schedule which notes each type of braced wall panel, all specific requirements for each specific panel and key to plan. J�. Provide specific type of hold-down you will be using for the alternate braced wall panel and note foundation for specific location. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner CD Construction 2 of 2 RAN REVIEW RESPONSAORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. AI IALM TnLs FORM TO A COPY OF YOUR PIAN REVIEW LETTER AND RETURN WrTH REVISED AND OR /NERS NAME DATE: 7--f'-51. '7%2'!��f Z SESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: C�O4) ?"T, %`01917 ves` S P� �L�P'x,S !� J� 771 S'r/P.�O.�T �T • %•�v s s ��-,�' � y ��lt-c-T7 G�,c�s �r-r�GrG CijZGS COMMENTS: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY. LOCATION ON PLANS/CALCS: 7 �r-r�GrG CijZGS COMMENTS: 8.w. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANlS//CALCS: COMMENTS: PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # Al -V RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: —l"'fc r -r- DNSE FOR PLAN CHECK ITEM N in K ITEM N CHECK ITEM # CHECK ITEM N OMMENTS: DATED: I RESPONSE BY:LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: RESPONSE BY: C�>6 LOCATION ON PLANS/CALCS: 1 ®j: s - OWN PLANS/CALCS: PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: COMMEN S: PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: =roti. :F.L,T ENO MEEK I NG -Sg1lemher 5, 2002 '1''crry and Susan Behrend 43 Executive Ave. Oroville, CA 95966 TO 63OSS92485 2002,OS-23 10:2SPH #221 P.01,-0-2 Departlment. of Development Sorvices Building division 7 C OMA)i Cc»tar Uri�,c Orovil �.. ' fe, (.A 95965 (330)53R -754I ('SSU) 518-2140 FAX Asscssor Parcel :Number: 069-240-048 Duildinq Permit Number: 02-1.868 is 1. i l"`�Ir;itvt.•.t:.l (l�Et:� Thank you for submitting (lie )71ans fur your building project: '1,11 plans have been leviewed, and the Miall examiner's Comments fire listed below, Please ntsp ' in writing to each item by completing and returning the c.tzelosed PL.1N1itEVIVA, RI,;;4iNUNSF, FORM, Yoker complete Mid clear reslmnse will expedite the re -check and approval of this project. NO LCI;RA.LQl4lM.'v7^S; 1. Provide lltree capie of alt accurate and coy7•ect plat Mail, Provide dimensions of Ilse from all property hires, plat plan is to he drawn per Correct shape of lot and north arTOW is 10 lie provided. The lot is orientated to the southeast, not east. Peovide steps from the front deck. , An exit from the house rlaust leHd (lireetly ti, the public: way. You may not exit fr0n) 1111; louse to (tic; gareige and then outside-therequirod exit Must be directly from tine house tor the public way, xThe entire water heater cotnptu-tnteral, loealcd in the guruge, must be separbted by the required fire assembly. '1'hie, will include the flc,ot' of the compartalcht•,and will be so noted ora the:plans. Provide attic access location, 100,.9111011 of the. PAU and siyc the, appropriato truss for the loads from the mechanical unit. PTOVid1C location of condenser, Submit revised truss calculation or provide stimped, signed`lctter from the truss engineer that the trusses have been sized for the loads, 5. Provide supports for girder trusses and provide a design for foundation for all girder tress reactions over 5000 pounds. ti 'lievisc energy ctllc:tllation& ibr correit orientation of! the house and the.1ot-Southeast, +• alternate braced Kull panel, located.in the gtaragr, is over 10 feet ill height. An alterrtttle, !0catiart to provide for interior bracing is tht, wall behind tale water licatcr-a rninitnum of feet with required nailing on eaclr'side. The alterante grated wall pane)s, located on the afar wall tire; not the required tlainiruttrn length and could rot meet minimum length wiffin-at moving windows. Just labeling tlac plan for the correct letigib does not make the walls colezply. In addiflon, the wall at thu master bedroom cannot complybecause of tix- khapc of tine wall. Move windows to obtain the required panels or provide a lateral analysis of the back wall line (of the house. A lateral analysis of lute front wall litre will two required because the alternate braced wall panel is over 1.1eight and does not comply. 1 01,2 f -I.20M ; F"= . L . T : ENGINEERING TO 530EB'D2485 22002,09-23 10 a 26PM #221 P.02/02 S, Plans and calculations turd Ilse calculalions provided by the licensed professional must be Stamped and wet-signed.. u, Prcmvide :i eoi iplete braced wall whedult'Which noses eUeli type of braced wall panel, all sl.ict'ific I'cgtiirranents for each spocitic panel and key to plan_ 10. Provide specifics type of hold-down yo,u will be t►Rinfi for the alternate braced wall panel, grid note foundatiun frit spac:ific location. I t you ti ish to discuss any of these roauirements, please call (530) 538.7541 bs'hvE ii the liours; of 1:00 pmi, and 4M p,m., Monday through Friday. To discuss non-structural items, ask far Martha. Please refer to vour Data Sheet for remaining non -plan check items. (You received this Torii, ,vhor: )-ou applied 1'ar your licrtnit,) '+hiv counter slaffwi;1 gnswrr any questions c�ncerrrin� the Data Sheet. d4oltIIIa Christy t, l Plains Fxarnitlet' CD Construction i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: lI'e ASSESSOR PARCEL NUMBER V t — Proposed Building Use: r S .,Counter Technician: CkkDate: lh -)-" Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordei to apply. V2./11plans, 3 or 4 sets, signed by the preparer of the plans. ~ Complete plans, 3 or-4'sets, signed by the preparer of the plans. 4E''Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ��4 Engineered truss details and layouts in duplicate. No faxes! h5. Energy compliance design and supporting documentation in duplicate. -®'�' Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. -9-7—Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the foil ing items.) Pdd-V-ees as shown on the attached Schedule of Fees Due Sheet ................................ 4 15. Statement of Intent for Non -heated and A/C Buildings ............................................. i 16. Sanitation and plot plan approval from the Environme tal Health Department in ❑ . City of Chico Plumbing permit..........................................WPael .............: 18. California Department of Forestry plan approval paid. Sent by:�1.... �:.1.� -G , ❑ 19. Planning approval for (A) Use: . (B)Parking: . (Ceck: —1-6—O 2 ❑. 20.' Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... L tter of Signature authorization.................................................................. �( ecorded copy of Agricultural Acknowledgment Statement ................................ (- 1 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. S ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date 1. Index permit application for the above items numbered: Plan Check Letter/ 2. al items required ontrac ,designer, owner, was advised of the above data by one, El -mail, ❑counter, by Date: Contractor, designer, owner, was advised of the a ove d to by ❑phone, ❑mail, ❑counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: _Date: Structural approved by: p Date: / 0 /2 2 /O ti Note transfer by: Date: (, , 02 Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED DING USE 1. BUILDING PERMIT FEES Balance Due....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Zd Plan Checking Fee .............$ _ OO)OL DISTRICT FEES paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units A.P. #D O [ — ''0 DATE RECEIPT # DATE REC. Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT e• DATE -711-,-; 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) I SLIM- M- . . 9 Q�p4 ESSIp�,gl 2 FESS/p W 2 4 r'Or- Q o \slgj CIV1 ���� �� N r" rn CA�1Ep W o. 32Cl V. �. DATE SCALE V G CertainTeed M Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation C .D Cc15 A-(lA-C +rcr-:I Homeowner Name / Jobsite Name Home Address Dnjo Cj;(-n nsu l ah°m c 36l Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft of net area: Contents of bag should not cover more than: (sq. ft) Weight per sq. ft of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 16% 38 22.8 44 0.615 14% 30 18.0 ' 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 77 0.353 9 19 1 11.1 90 0.301 73/2 13 1 7.7 129. 0.209 51/2 11 1 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 311 OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company @2002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS 35 WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 311 OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company @2002 CertainTeed Corporation 1/02 ✓x �. COPY of Document Recorded AND WHEN RECORDED MAIL TO: 08 -Nov -2002 2002-0060488.-1. BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE Has not been compared vith OROVILLE, CA 95965 original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ce- a:'-�O-e-h ek Date _ B `� PROPERTY OWNERS: '4 SUSAN D. BEHRF.ND State of California ) County of BUTTE ) On NOV. 8, 2002 before me, GOLDIF'HONF.A, NOTARY PUBLIC personally appeared SUSAN D. BEHRr ND personally. known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instr nd acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and t at b , his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person c exe luted the instrument. WITNES my fficial seal. Signature Seal: GOLDIE HONEA A.P. # 06 40 048 a Commission #1351387 n a- Notary Public - California Butte County My Comm. Exp. APR. 14, 2006 EXHIBIT "ONE" Parcel I: .Lot 240, as shown on that certain Map entitled, "Kelly Ridge Estates Unit 4B", filed in the Office. of the County Recorder of Butte County, California, on November 10, 1977, in Book 58, of Maps, at Page(s) 73, 74, 75; 76 and 77. Parcel ll: . An Easement for ingress and egress, over, across and under a strip of land the uniform width of twenty feet lying Westerly of, adjacent to and parallel with the Easterly boundary Line of Lot 239, in Kelly Ridge Estates Unit 4B. FRO ?Assessortice o i�;r, School District A.P. Number Property Owner Property Location/Ac BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) oyI I Jr, OleMP4A M Building Department No. rr I �CQ Jurisdiction: City County Subdivision L"(iJ� �at;', �'�' Lot No. 1-I o ........................ ....................... ........................... ......... Residential Development 0 € Sq. Footage 7 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection;: .:................................................................................................................... Commercial/Industrial Sq. Footage (Including Exterior Roofed Areas) Date (Floor Flans reviewed by School District Personnel) District Identification No. ` (�lL�`f�-ry Q•� School District certifies that a' (Applicant) i' f r r t ••T\ 1. Al // 12 i (Street Address) f (Phone Number) ! L-4-1 (City) ]] 1 (State) (Zip Code) has complied with the requ ements of Resolution No, 0/ –o � — �(] by payment of $ { If, s representing 93. square feet. AB 2926 $ ,mar) t J FULL MITIGATION a 't School District Representative Paid by Check It () ( Remarks: 2-T �zy /U -.)3-0 -1 - Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a),'within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition ofithe fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm CIVIL • STRUCTURAL BY: ALT DATE: ! SHEET.No. OF (530) 872-0254 FAX (530) 872-9331 2 /lpl? 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. suBBJ�JECT: L �� ���L S7%%ZlL1 t% /—� PROJECT: / ���• ^� �`�i�E�I> `��., f�Ti�/.C� _2&7_� OF G4rC%l�E�%Tl4.EJ�L- laOpO �TL/�t�" CO,r%ST,evGT70<t% otS` ������ ,a Y �� ��� • �il/fslOci o.�" Cov�vey o� Rof ESS/4 34 16>x�•� Lam% C}�U/yr'L�7 . Reg.ExPOres 12-31-2004 o. 32 4. m 191 CSV OF C K ;�o� — ��-,�2xlgdr� Gl-D�S�J !•t�.tu. —,��3 - //.��sf 2e 72 N = o G,2 OT?t�xs "Ac;f W_lv4_r_s ,,e��c"�JE,2�¢G �T,�v��,e✓tG, /��� oA.) ��s. CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 579U *CLARK ROAD, PARADISE, CALIFORNIA 95969 ��QMC��MQC� • C�/Q�M�lQ4�0O � BY: ` '�T DATE: O� SHEET No. �1 OF "'CHECKED BY: DATE: JQB No. 4;� E 72P 4.P Z> e-" 6�F� �l=S 477zrn . Off% 1529=11 e '41 45M 2 L srJE C l/�S'E �iPZ� �l��, E �T- � ZD O if=,a?��/�- �.� � E t1,�1C, --• �Z—'e,= /lZ .. fz 16), = fe!2Pf 7,c (Fac r_'�L_ l -`f t. rl 71z, 0 f. 0!/ zx o- Z = Ivr3. `epi /g3 Vc ( O12 x -f3 t. ©/e �124o;ol',� lI �i�,1r�3.r Zo)�2 - , /O,c /c7/'f CIVIL • STRUCTURAL gy; ! TDAT�Z (530) 872-0254 FAX (530) 872-9331 E: SHEET No. OF g 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ow L,g-r l �ntg���rr CC©�vr. aw f 7L r 41-- 7,<AC L . OOi'�c 3vcC3 t O// %fc 3 rloef, �OlZfc,f3,r..,, D/�K t.ODcp�r9��37= 3z7 K 71- S -31c ,70 401, — 3, 7/ 9 12!5) le 21Z 7_/96 .. _ V _ °�le ,s _ �� T �, . 77 CIVIL •STRUCTURAL O BY: DATE: ! dZ SHEET No..F (530) 872-0254 FAX (530) 872-9331 2/ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. w r A p 7.3 72' 49 112 2¢3���Z�Z t //7x pix 9 22 0 �. L / ---- -L, - 3.7FX 2 2 F� 23F'cXl — 3/p /ep 12 , • � �� C�fnMC���]C�C�QO�IC� CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 '4000 BY: �� DATE: �Z SHEET No`� . OF P CHECKED BY: DATE: JOB -No. 3 2.3 z=— r,4 322���� 3 '72 rt . 3.32 : 67,e- S. Q ip-w / 96/12," — , /c%7 — �� DS',g, ��/ e 6112 1p. /r -f PI l o .G, G!%, = !,� ` • 3%Z .,c 2,V �Z r`r 26,6' 2 -tem Z Pg /`C 67x 2- t� )Iz Z r - , 39 1`7 �Z �! 4".3 — Sr�e rs 6, 7 2!¢`j STRUCTURAL FRAMING NOTES 1. ROOF SHEATHING OF 1/2" OSB OR PLYWOOD CDX WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD, UNBLOCKED. 2. ROOF TRUSS LATERAL LOADINGS ( DRAG TRUSSES) : TRUSS "BD" - 55# /1 @ TOP CHORD (T.C.) AND 1.85k @ BOTTOM CHORD (B.C.) TRUSS "G2" - 50# / 1 @ T.C. AND .77k @ B.C. 3. ROOF TRUSS TO WALL OR BEAM CONNECTIONS: TRUSS "BD" - 5-A35 ANCHORS ALONG LINE B, TRUSS "G2" - TS18 @ LINE 6, TRUSS "G1" - TS9 @ LINE 2, 4. PROVIDE SHEAR TRANSFER FROM ROOF DIAPHRAGM TO SHEAR WALLS @ LINES 3 & 4 PER DETAIL A/2. 5. INSTALL CS22 x 20'- 0" STRAPS ALONG LINE 3 OVER 2 x 4 FLAT BLOCKINGS BETWEEN TOP CHORDS OF TRUSSES ON TOP OF ROOF SHEATHING. CS22 TO 2 x 4 BLOCKINGS W/ 8d @ 2-1/16" o.c. AT VERTICAL BLOCKINGS ( FILL - IN ALL HOLES) AND 8d @ 6-3/16" o.c. @ REST OF 20'- 0" LENGTH. 6. EAVE BLOCKINGS BETWEEN TRUSSES TO BE CONNECTED TO TOP PLATES WITH LS30 ANCHORS OR 3 - 16d TOE NAILS. 7. PROVIDE EDGE NAILING (E.N.) OF ROOF SHEATHING TO TRUSSES "BD, G1 & G2", AND TO ALL GABLE END TRUSSES. Sh'T� E,11, CS2Z Zic ¢ SH�fPED CS 22 STieif-P — 2 K -f S'TUoS ac M&!5's li��Bs e e -K �3froTbP 'ts E/rcH ---, �N el A/ e,N, %2 Osb �eoOf S�Ir� 2x sfrsPCD 3-/6 oG rn, IYi�E,eE CSZZ OGC UJeS - T.e!/SS TOP CHOrPD T,eass Zorn Cl70,ea Stle Vitt -L S 9,rt -- p v�- dp 21 g9' SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS A. 5/8" GYPSUM BOARD WITH 6d COOLERS @ 7" o.c. BLOCKED. SILL PLATE TO RIM JOIST OR BLOCKINGS WITH 16d @ 16" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W! A35 @ 48" o.c. 1/2" DIA. A. BOLTS @ 72" o.c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "1, 2 & 3" BELOW. B. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 72" o.c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "1 & 3" BELOW. C. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o.c. 1/2" DIA. A. BOLTS @ 60" o.c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "1 & 3" BELOW. D. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 12" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ 32" o.c. 1/2" DIA. A. BOLTS @ 54" o.c. MAX. PHD2 HOLDOWN ON 2 -2x EDGE ( KING) STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "1, 2, 3, 4 & 5" BELOW. E. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". 2 - 1/2" DIA. A. BOLTS MINIMUM @ EACH PANEL. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "1, 3, 4 & 5" BELOW. NOTES: 1. CONTINUE WALL SHEATHING OR SIDING DOWN TO THE FOUNDATION PLATE. 2. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE. 3. ALL A. BOLT WASHERS SHALL BE 2" SQ. x 3/16" THICK. 4. EXTEND A. BOLT OF HOLDOWNS AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL -ALONG THE ROD. 5. USE ONE SIZE GREATER SSTB A. BOLT WITH CONCRETE FOUNDATION PLACED IN TWO POURS. BRACED WALL SCHEDULE - "SP" SYMBOL ON PLANS 1. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND '7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o. c. PANEL WIDTH OF 4'- 0" MIN. OR AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 2.1/2" GYPSUM BOARD WITH 5d COOLERS @ 7" o.c. PANEL WIDTH OF 81- 0" MIN. OR AS NOTED ON PLANS. SEE NOTES "A & C" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO SILL OR FOUNDATION PLATE. B. 1/2" DIA. A. BOLTS @ 72" o. c. (2 - A. BOLTS MINIMUM) WITH 2" SQ. x 3116" WASHERS. C. SILL PLATE TO RIM JOIST OR BLOCKINGS WITH 3 -16d @ 16" o.c. L vtrvt,ry qc i Thu Jun 27 1409: 41 2002 j$ctomer BEHREND-ENDEAVOR ;iect 1M: 627BEH Truss ID GS Family # 110 pan 20-0 Quantity 2 Top P1tCh :•3/12 -32 Veir.2.0, 620 (3/17/1999) . OFFSETS (X -LEFTY -TOP): ()03.21. I)B'S.1.5).. l)B'3 21. ()!0.4.31, 11!1.3.21. 1) 12-5. 1.51. ��-0 3-11-4 , 6-10-12 10-0 13-1-4 16-0-12 20-0_ .2-O 3-11-4 2-11-8 3-1-4 3-1-4 2-11-8 3-11-4 4X5 3 3X6+5X6 1 i 5X6. 4 opo 4X5 5 3-11-4 6-10-12 10-0 13-1-4 16-0-12 20-0 r 3-11-4 2-11-8 3-1-4 �3-1-4 2-11-8 3-11-4 ' HL TO PK: 10-30 R. HL TO PK :10-10 =T HEIGHT: O-4 SPAN: 20-0 RISE: 4-6 RIGHT HEIGHT: O-4• 5X6+3X6 -DING (PSF) MAX STRESSES MINIMUM GRADE OF LUMt3EH PLATE5: M20-220, 190 L D TOP 1-20.451 TOP CHORD:2X4 NO.I&Btr OR DF -L 15 10 BOTT B-90.983 BOT CH0RD:2X8 N0.2 OR DF -L -T 0 e LL.DEFL.@100.16 < L/240 WEBS :2X4 STANDARD OR DF -L 'ETITIVE STRESSES NOT USED NO. OFGMEMBERS 1n2 0. cUBC 97-ICBO,ANSi/TPI95 _ECTION (IN.) L.L- 0.16. D.L-0.18. T.L-0.34 /- -{� ,p 4-10 TO BE 2X4 No. fsBtr GR DF-L_�6LY ��• r /� -TIONS. SIZE 1--6668.3. 7--6668, 3.56 y 4 IFTS '(LBb): CO/(/T. �rGf'. O� /2 r /tP �%1lv� ��`¢/ •.6 . -GL = %� ST RIZ. (LOS): 1-13 ' FORCES -LOAD CASE e1 TOP CMORO: 1-2--14238. 2-3--11440, 3-4--8632. 4 -5■ -8632, '5-6a-11440. 5-7--14238. r!c/ TOM CHORD: 7-8- 0224. B-9- 13224, 9-10- 10560, 10-11- 10560. 11-12- 13224, 12-1- 13224. WEBS 2-12- 2061. 2-11--2991. 3-11- 3213. 3-10--3459, 4-10■ 5479. 5-10--3459. 5-9- 3213, 6-9•-2991. 6-8- 2061. L(%f•�jj. Z = , %7�rt �2 la . �/1DK ��Q '� • Y / �/� _ -ING STRESS INCREASE LOADING PANEL(PLF) / JOINTSILBS) LUMBER PLATE TYPE _ 1.25 1.25 UNIFORM 1- 7- 52 7- 1. 611 / G C/ 1 Z �r -V Zrc�� j qP& SS CHECKED FOR 80 M.P.H WIND. ENCL.BLDG.. WALL HOT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (fD+B) PSF DL. 100.00 MI FROM OCEANLINE (ASCE7-90 =MSERS NAILED TOO. W/1 ROW (S) OF :131x3 in. NAILS 22 in, o.c.ITOP CHS.). AND 2 ROWS) OF .131x3 in. NAILS 5 in. o.c(BOTT. CHS.) webs use 1 ROW of NAILS 12 in. C.C. n CHORD BRACING ®14` O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD JUN 2 8 2002 ''`-TINUOUSLY BRACED ®10'O"O.C. UNLESS RIGIDLY SHEATHED. LATERAL _aCING OF WEB h9bMERS. WHERE REQUIRED. ARE AS SHOWN ABOVE. FOR �QFESSfQN„ :01TTONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS Q "Y Q'D) REFER TO TPI PUBLICATION HM -91 BRACING WOOD TRUSSES �eCd pON MMENTARY AND RECOMMENDATION. n n vR, �� .w L __71 11 � WARNING . Verifi• design paranieters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE -Is for Individual G0491419 ... asign valid for use linty with MRek comectors.TNs design Is based only upon parameters shown, arid en 4 EXp' :ilding component to be Installed and loaded vertically. Applicability of design parantatem and proper inoorporatlon of -mpongm is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual :b m ml ,m ony.fd , .-..,r-.-.v 1 --n.e .- t... -...tansy durino conatmetion Ir the roroonGbllity of the erector. Jditional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance garding fabrication; quality control, storage, delivery, -erection, and bracing, consult OST -W Quality Standard, DSB- ti Nil s C iL' : - r�T`0 ` P.l. Q• P Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Trues -J - isle Institute, 6113 D'Onofrlo Drive, Madison, WI 68719 MiTek 1ndu511'IBSr Inc. n n vR, GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE UNIFORM BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 18" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE (U.N.O.): 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD: 11. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), U.N.O. 12. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 13. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 14. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 15. ROOF TRUSSES AS DESIGNED BY OTHERS SHALL COMPLY TO LATERAL. LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 16. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 17. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 18. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 19. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE` EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. SITE PLAN REVIEW APPLICATION Date: %-12-0`Z AP# Q6�- 2-LIO-Q(% Permit Number (if applicable) �`Z- 6 g APPLICANT INFORMATION Parcel Size: 1 A c. Owners Name: 1; 2 ��� -'E 2 R Y SyS AA) Owners Address: -T'R-� ISS (J f� H/( -t- 0r2'DV) LL� Telephone No.: 58 q _ y 9L/Li Situs Address: )<111VPKA AYC . Proposed Use: Residential . ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporaiy Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) in Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval, J2 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) K SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) l • Flood Zone: • 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 Permits ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 9Q T— Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -So Side 3 Q Side Street Rear �� 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 -el Y, Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with se' hool district to verify actual fee if pre -application review. A .final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:— ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ -Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book'! 7 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 qff Subdivision Map/Parcel Map: SEL _y P—)OG-6 ESi'_ T� L (B Map Date of Recording: I I-10-77 Lot: 2 LI 0 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: -73 77 ❑ 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 rdquirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required Page 4 of 5 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:vvIy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 1 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:vvIy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 PERMIT NO.: 65-02 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS ' This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A. P. No.(s): Fees due: July 12, 2002 Terry & Susan Behrend (owner) CD Construction (app) Treasure Hill 43 Executive Ave Oroville, CA 95966 Oroville, CA 95966 589-2220 Kanaka, Oroville, CA Kelly Ridge Estates, Unit Q. 4B 069-240-048 Total $3176.00, Capacity Chg $1551.00, SC -OR RFC $1000.00, Connection Fee $625.00 Application for service approve UKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Lake Oroville Area Public.Utility District release to close permit: Date: By: \i Date: