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066-050-008
NOTES RESIDENTIAL _ 066-050008E g 03-0032 _. PERMIT NO. - E JESIOLOVJSKI, EDs U { 1 5, ::A bOVER CT:; MAGALIA T NEVA SINGLE FAMWLY W/GARAGE Y ' k , t d } r4. t E 1 d M;. 1 Y ti SPECIAL CONDITIONS T' CHECKED j„ BY SRA j FLOOD CERTIFICATE REQ. ') FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS tw VERIFY USE PERMIT CONDITIONS ` SUB -STANDARD HOUSING LETTER f 'JOB FINALED (Date) j Signature COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Ret. 12/96') APPLICATION AND PERMIT O� 3- 06aZ.. ASSESSOR PARCEL NUMBER 066-050-00 ZONING R_ . BUILDING PERMIT OWNER JESIOLOWSKI ID TELEPHONE -922--2 SO. FT. OCC. BUILDING VALUATION f1 144IQ R 7411,344,00 i OWNER'S MAKING ADDRESS P.O. BOX 97 PARADISE, F r 59 rA1 7 • r1R_G7�5 >G X x Wxxxa$ 8 CONTRACTOR'S NAME OWNER TELEPHONE - - 4 - i ' - - -�` - )' 0 27 C 1 1 0 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ B nEa (}G ARCHITECT OR ENGINEER LICENSE NO. Fllin Fee $ 20.00 Permit Fee $ 563.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 9 BU LDING DRESS ANMVFR (IT., T Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 971. 95 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ . Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap $ 1 7.00.5 6.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 L5.00 Each gas water heater or vent 15.0015. 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/GARAGE Gas piping system 1- 5 outlets 15.00- S G Building sewer 1 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $(� () ELECTRICAL PERMIT Filing Fee 20.00 500V LES Main Service p A OR LESS 23.00, 00 • LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I< 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To 1000A 46.00 NEW CONST. OWEWNG OCCUP. OR ADDNS. ( a ACc. Bins. Sf �. NON•REOSID. MULT.1 0UTLET @7,50 OWER APPARATUs a SINGLE OIfTLET CI R. Ex. Occu OUTLET OR FDCTURES 20 @ x'50 BAL @ ,50 PP E Ex. Occup. oFIx�,E�°TSA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 105.15 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15 00 15.0( Cooling1 15.00 15.0( Hood 1 6.50 G. 5( Ventilation 2 @4.50 9.00 Gas Furnace 1 15.00 15.0( PERMIT FEE $ 80.50 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.) 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 -1700 of the Labor Code, I shall forthwith.coly with those provisions. ,,,,_. �. f/%�,a' �� Date % G'�� ''��. ignatufe of Applicant - /Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatioris over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 coruT. TYPEI VN TOTAL FEE $ 1339.60 HAZ. p.� ES IABP FLOOD �F PAf�cEL �PD HD ISIS . This permit is hereby' issued under of the Butte County Code and/or indicated above for which fees have ,, c^^.11 By /f1� U',Y " `" �F MIT EXPIRES ONITE-D.D.S.•B.D. the applicable provisions Resolutions to do work been paid. Date h ie ipgie ceipt No. ' 375RSO V -/ CANARY -ASS SS'bR PINK -INSPECTOR" GOLDENROD -APPLICANT L I J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas;'MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test . 7. Water and Sewer Connected. 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date .'Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses _ 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval. 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = Not OK Re RESIDENTIAL, (Single & Duplex) - = Not Applicable . Not Ready Date UNDEBFtOOR (Plans) OK except #'s ? CZE, Main; Soils-Elec. Ftg. Depth g. Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Porches & Decks; Soils -Steel-/ /" Ftg. Depth beSternwalls, Main; Steel-Blockouts-Wrapped , Cr6 Hold Downs and Special Anchors Slab, Steel -Wrapped 8. Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Pi ize Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. N 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card 8-1 Date Card B-1 Date Card B- Date Card B-1 Date PLU ING (P OK except #'s 1 ater Ht , Ve Access -Combustion, it Bafffej 18. Water Pipe; est & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 2Z Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 25 Elec. Receptacles Spacing -Lights & Switches at Doors 2 jSize Boxes & No. of Conductors Stapled gomex Installed Close to Edge of Studs & C.J. 28'.' Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wireize/ Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. /g, Cu r Al Insulated Neutral Zes ❑ No Service -Riser Conductors & Ground Main Disconnect Z Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card. B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet f 40. Attic Access & PlaOdrm if Furnace in Attic Date Lj Card B-1 IV Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Proper Materials & Anchors & Braces -Plates -Sound / AX Qearing Walls over Girders & Floor Nailing /raft Stop in Walls (rat proof) /41f Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs AR I Headers & Beams -Size & Bearing Date FRAMING 4&,Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-I�t-Shting.-Rtng. . Fireplace Ties or Type A Flue -Fireplace Throat Clearance Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 Garage Fire Protection Framing -RC Channel rooertv Line Firewall & ODeninas Doors -One 3' -Check Garage 3rd Story, 2 Exits :!n�a'irs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 9. lazin rea-Glass Protection -Skylights -Plastic 06. S r Walls; Nailing -Bolts br . Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls- indows Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (Plans) OK except #'s _&xt. Steps -Door & Sidelight Protection -Landings 6 . ,S(noke Detector Furnace Vents -clearance -Comb, Air-Connector- arage; Above Floor-Ducts-Mech. Protection tr�drooq2.Exiting GW& Bath Fixtures & Tub Access -Spa AROEIec. Trim & Subpanel, Breaker Sizes & Labels -M` St ' & Rails place or Stove, Clearance -Hearth Elpe.'Outlets at Wood Panel, Int. & Ext. 7 its Appliance; Ground-Air-GaD-Cooking Clearance Outlets & Receptacles at Kit. Counter A.0 Gct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i Garage; Above Floor-Mech. Protection i! -OK, ; Elec. & Mech. Equip. Listed for Location Receptacles in Garage (F.Fl.)-Romex Protection Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps -132- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth C ranee Looked under Floor ❑ Yes 81300following Instld rive s O No/Walks O Yes O No/Planters O Yes O No X84. 5tGcco n -Finish . A, nit Disconnect, Electrical -Plumbing 015' -Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings -B?-WAterWell, Disconnect, Electrical, Plumbing E rior Elec. Trim, G.F.I. Receptacle -Underground V i ation Throughout House GperProtection CgR,6btions from Previous Inspections est ers Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval /moi Energv Compliance Certificate -Other Certificates Posted B-144 - 1 I • Date Card B-1 Datej,g/ Card B-J,IVI Date Card B-1 Date /' ` Card B Date Card B-1 Comments at Final: �w APA-=vvA,,a'' Certificate of Conformance Certificate_ 054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. Y2 -,l . S�, x f 2' 00 0 4�P Gp`t r��� i •_; F CP � -A.0 ' SEAL i M .0 OJ ' , i i� y. ;N -X by Thomas G. Williamson Executive Vice President r ENGINEERED V/000 SYSTEt7S is a related corporation of APA —THE ENGINEERED WOOD ASzSOcorloN 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411.07CO Tolophone: (253) 565-6600 • Fax Number. (253) 565-7265 . COUNTY OF BUTTE u BUILDING DIVISION DEPARTMENT OF.DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 s CORRECTION NOTICE Z - 00 � L OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date / 0—y1— Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411-Main"Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -go 'NER PERMIT NO. A routine inspection indicates that the followingayiolalions 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 pertainingto this matter, or need additional explanation, please contact this office immediately. Date ) Inspector REV 10/92 . COUNTY OF BUTTE' BUILDING DIVISION ' DEPARTMENT OFDEVELOPMENT SERVICES 411 Main Street • Chico, OA • (530) 891-2751 7 County Center Drive Oroville, CA • (530) 538-7541 CORRECTION NOTICE J fid, .b' OWNER L PERMIT NO. n" 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, t"�.. please contact this office immediately. Y� 41 �t SUMMIT FIBER GLASS BLOWING INSULATION BATTS AND BLANKETS THERMAL PERFORMANCE (ATTIC APPLICATION) When installed in accordance with the man- The stated thermal resistance (R -value) is provided by installing in accordance with the manufacturer's instructions, ufacturer's recommendations, Knauf batts the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure to and blankets will provide the full R -value. install both the required number of bags and at least the minimum thickness will result in lower insulation R -value. R -VALUE* To obtain an insulation resistance (R) of: MINIMUM THICKNESS Installed insulation should not be less than: MINIMUM WEIGHT • . Fr. The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs. MINIMUM THICKNESS - Installed insulation should not be less than: 23.50" R-50 31.0 32.2 SF .869 lbs. 20.00" r• 26.9 37.2 SF .753 lbs. 17.75" R-38 22.9 43.6 SF r• 15.50" R-30 ' • r 12.50" R-26 ' • r 11.00" r 12.7 78.4 SF r 9.25" r � Bag Weight-Nominat28lbs., Minimum 27 lbs. **R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1.521F. EQUIPMENT REQUIRED To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugLted hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 3:' Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15-25 lbs./minute. To obtain an insulation resistancerrrshould (R -value) of: R-60 BAGS PER MAXIMUM rrr • • lAwmi If Contents of this bag not cover more than: 37.8 26.5 5F MINIMUM WEIGHT • . Fr. The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs. MINIMUM THICKNESS - Installed insulation should not be less than: 23.50" R-50 31.0 32.2 SF .869 lbs. 20.00" R-44 26.9 37.2 SF .753 lbs. 17.75" R-38 22.9 43.6 SF .642 lbs. 15.50" R-30 17.9 55.9 SF .501 lbs. 12.50" R-26 15.5 64.6 SF .433 lbs. 11.00" R-22 12.7 78.4 SF .357 lbs. 9.25" R-19 10.9 92.0 SF .304 lbs. 8.00" R-13 7.6 131.6 SF .213 lbs. 5.75" R-11 6.2 161.3 SF .174 lbs. 4.75" This product conforms to the performance requirements of ASTM C 764, Type I, and cancelled Fed era I Specification HH+10308, Type I, Class B. R -values are determined in accordance with C 687 and C 518. *"R" means resistance to heat Flow. The higher the R -value, the greater the insulating power. Askyour seller for the fact sheet on R -values. BUILDER'S INSULATION STATEMENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a. thermal resistance of... R -Value Thickness Attic Area R- at Inches Sloped Ceilings R-� Q at D Inches Walls R- `3 at t Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed Blown insulation has been installed in conformance with the above recommendations to provide an R -value of: R- 3 � using abags of this insulation to -cover 0 Q square feet of area at a minimu t ickness of inches. ,, rl ff), e,�, - (ion Contractor signature) Company Date hwe B 'Ider (signature) 12 �p � \ C) . Date BW -AC -08 5/02 FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for mnro infnrmatinn Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printpd in 11 C a n JOISTBAGS/MSF BAGS/MSF DIMENSIONS 2 x 4 16" D.C.D.C. 37.2 37.3 R-60 2 x 6 36.8 37.1 2 x 8 36.5 36.8 2 x 4 30.5 30.6 R-50 2 x 6 30.2 30.4 2x8 29.8 30.2 2 x 4 26.3 26.5 R-44 2 x 6 26.0 26.3 2x8 25.7 26.0 2 x 4 22.4 22.5 R-38 2 x 6 22.1 22.3 2 x 8 21.8 22.1 2 x 4 17.4 17.5 R-30 2 x 6 17.1 17.3 2 x 8 16.8 17.1 2 x 4 15.0 15.1 R-26 2 x 6 14.7 14.9 2 x 8 14.4 14.7 2 x 4 12.3 12.4 R-22 2 x 6 12.0 12.2 2 x 8 11.7 12.0 R-19 2 x 4 10.4 10.5 2 x 6 10.1 10.3 2 x 8 9.8 10.1 2 x 4 7.1 7.3 R-13 2x6 6.8 7.1 2 x 8 6.6 6.9 2 x 4 5.7 5.9 R-11 2x6 5.5 5.7 2 x 8 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) Contact Knauf Fiber Glass for mnro infnrmatinn Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printpd in 11 C a n f a i i i O i ML i i i � FI su� mi, "' \J BER GLASS BLOWING INSULATION BATTS AND BLANKETS' When installed in accordance with the man- ufacturer's recommendations, Knauf batts and blankets will provide the full R -value. Bag Weight -Nominal 28 lbs., Minimum 27tbs. THERMAL PERFORMANCE (ATTIC APPLICATION) The stated thermal resistance (R -value) is provided by installing in accordance with the manufacturer's instructions, the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure to install both the required number of bags and at least the minimum thickness will result in lower insulation R -value. To obtain an insulation resistance (R -value) of: R-60- BAGS PER MAXIMUM rrr • • Contents f this bag should not cover more than: 37.8 26.5 SF MINIMUM WEIGHT • . Fr. The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs. MINIMUM THICKNESS Installed insulation should not be less than: 23.50" R-50 31.0 32.2 SF .869 lbs. 20.00" R-44 26.9 37.2 SF .753 lbs. 17.75" R-38 22.9 43.6 SF .642 lbs. 15.50" R-30 17.9 55.9 SF .501 lbs. 12.50" R-26 15.5 64.6 SF .433 lbs. 11.00" R-22 12.7 78.4 SF .357 lbs. 9.25" R-19 10.9 92.0 SF .304 lbs. 8.00" R-13 7.6 131.6 SF .213 lbs. 5.75" R-11 6.2 161.3 SF .174 lbs. 4.75" This product conforms to the performance requirements of ASTM C 764, Type I, and cancelled Federal Specification HH -1-10308, Type I, Class B. R -values are determined in accordance with C 687 and C 518. *"R" means resistance to heat flow. The higher the R -value, the greater -the insulating.power. Ask your seller for the fact sheet on R -values. - '•R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1.521F. EQUIPMENT REQUIRED To achieve labeled R -valve, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ft. and a diameter of at least 31' Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5-35 lbs./minute. Recommended feed rate is 15.25 lbs./minute. BUILDER'S INSULATION STATEMENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a thermal resistance of... Thickness Attic Area R- at Inches Sloped Ceilings R-3 Q at D Inches Walls R- t3 at3t LInches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed Blown insulation has been installed in conformance with the above recommendations to provide an R -value of: R- '50 using abags of this insulation to 1 cover 13 0 Q square feet of area at a Ininimu t ickness of inches. ;ion Contractor signature) Company - Date te B 'Ider (,inature) Date BW -AC -08 5/02 FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1,000 sq. ft. of - area to be insulated should be as shown below. R-60 •BAGS/M5F BAGS/MSF • O.C.O.C. 2 x 4 37.2 37.3 2 x 6 36.8 37.1 2 x 8 36.5 36.8 2 x 4 30.5 30.6 R-50 2 x 6 30.2 130.4 2 x 8 29.8 30.2 2 x 4 26.3 26.5 R-44 2 x 6 26.0 26.3 2x8 25.7 26.0 2x4 22.4 22.5 R-38 2 x 6 22.1 22.3 2 x 8 21.8 22.1 2 x 4 17.4 17.5 -� R-30 _2x6 17.1 17.3 2 x 8 16.8 17.1 2 x 4 15.0 15.1 R-26 2 x 6 14.7 14.9 2 x 8 14.4 14.7 2 x 4 12.3 12.4 R-22 2 x 6 12.0 12.2 2 x 8 11.7 12.0 2 x 4 10.4 10.5 R-19 2 x 6 10.1 10.3 2 x 8 9.8 10.1 2 x 4 7.1 7.3 R-13 2x6 6.8 7.1 2 x 8 6.6 6.9 2 x 4 5.7 5.9 LR-11LL 2x6 5.5 5.7 2 x 8 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR FLOORED ATTICS) J Contact Knauf Fiber Glass for more information. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A. NOTES RESIDENTIAL PERMIT NO. _ 066-050-008 03-1536 —JESIOLOWSKI, ED 13864 ANDOVER CT, MAGALIA CONVERT COVERED AREA TO STUDY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER M -JOB FINALED (Date) Signature CHECKED BY COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/96) APPLICATION AND PERMIT 03-/a3 G ASSESSOR PARCEL NUMBER066-0008 ZONING R r BUILDING PERMIT OWNER JL'.7Ia OWSKI ED T 872-2305 SO. FT. OCC. BUILDING VALUATION 148 R 62068.00 OWNERS MAILING ADDRESS PO BOX 972 PARADISE 95967 CONTRACTOR'S NAME OWIM TELEPHONE 518-47.35 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 6,()6$.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 13864 ANDOVER Ct. MACALIA Energy Plan Checking Fee s 23.00 $ PERMIT FEE $191 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK a New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑t Describe Work: ICOM• POrtCh COVCr area tO Study add Sq. ft. t0 BP# 03"`0032 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawf�arhe following reason: Rr 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service CoA To 1000A 46.00 NEW CONST. ( DWELLING UP. 3,5QsD- 5.15 OR Fr. NEW9 cDOHs MuicTcou�rLSS. NON-RESID. @7.50 POWER APPARATUS d SINGLE OUTLET .IR. OUTLET OR FIXTURES O +'� EX. OCCU aAL 9 .50 FIXED APPLNS. OR Ex. Occup. ourtETs RESID. E.A. 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ .15 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) f © I certify that in the performance of the work for which this permit is issued, I shall knot employ any R4rson in any manner so as to become subject to workers' w., 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 corfiply with those provisions/ 11 X "-" / / . �` '- 0 1 Date ��r,�.,� Signature of Applicant'- ❑`Owner"❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oR3 covi�TvpE TOTAL FEE $ 216.65 HAZ. --- D. EFS IMP OJEES y FLOOD ..... CDF �. pARCEL pD ,. ,� ., D 5S,F1E 1 This permit is hefeby issued under the applicable provisions of the Bu County Code and/or Resolutions to do work indicate above for which fees have been paid. By Date O PERMIT EXPIRES ON � (� Da ReceiptNo. -101 /4 • $Llb. b� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/0 -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap;-/ /" L -ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 7. Well Clearance & Disconnect 2. 8. Utility Clearance Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Date 7. Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 12. 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/0 to Grade -HD Approval ' 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp:-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT.END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. , Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office " Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 59. 1. Zoning -Setbacks -Easements -Flood -Slope Shear Walls; Nailing -Bolts 1 V 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Card B-1 Date Card B-1 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 1 V 61. 62. 63. Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings Infiltration -Walls -Windows ` Date Card B-1 Date Card B-1 > Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R. in Garage; Above Floor-Mech. Protection on - 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. ���� (Rev.12/96) APPLICATION AND PERMIT ASSESSORPARcEL NUMBER 066-050-0000 ZONING BUILDING PERMIT OWNER I JESI0MUS7.7I ED TELEP ONE 372-9305 SO. FT. OCC. BUILDING VALUATION n n OWNERS MAILING ADDRESS P.O. 30X 972, ELRADISF,CAQ o .mg��T�T CONTRACTOR'S NAME 06TNER TELEPHONE 1 _ ? L 27 151 -00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ^? ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 6 3 • 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ C S BUILDING DRESS L +C1 MAGAT 14 Energy Plan Checking Fee $ 93.00 $ PERMIT FEE $ C 5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 . QQ Solar or heat pump water heater 23.00 Water piping 15.00 5 . QQ Each gas water heater or vent 1 1 5.00 5 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: i�?�f-d SINGLE FAMILY L�1/(;AZA(;F Gas piping stem 1 - 5 outlets 15.00 00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ' 'I-) ELECTRICAL PERMIT Filing Fee 20.00 R LESS Main Service 200, OR LESS 23.00 3 • ,0 Q 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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: will do the work, and the structure is not intended or offered for sale. 001 I, as owner of the property, or my employees with wages as their sole compensation, I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO + 46.00 CU00A NEW CONST. DWEWNG OCCUP. W:A OR ADDNS. ( b ACC. BIDS. ST -7 •�!Y' 3.50FI V NON-RESID. RANCHO CIRCUITS @7,50 8 R A OUTLET OWELEPPARATUCIR.S 20�'�00 Ex. Occu olmeroRFocruREs SAL (P .50 Ex. Occup. OuxTLEEDTSA Halo.°E 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 I^; MECHANICAL PERMIT Fling Fee 20.00 Heating 1 Cooling1 15.00 15.0 Hood' 6.50 Ventilation G 3L;. • 50 G ^ S F 1 c 1 9-0 PERMIT FEE $ ° Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the pert2- nance of the work for which this permit is issued, I shall not employ any pe on In any manner so as to become subject to workers' compensation'la s California, and agree that if should become subject to the com nsation provisions of secti FY 700 of the Labor Code, I shall forthwit c` ply with those provisions. ate Ip 4of�Applic ignatua Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over/3 stor' s in height. r Mobile Home Installation Fee $ Energy Inspection Fee $ LI' Q Q occ CONST. TYPE TOTAL FEE $ 13301 .60 HAZ. D. FEES IMP FLOOD Xworkers' CDF PARCEL PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 11/ Date IT EXPIRES ON © T ate Rec6iptNo. �o `' • %Q WHITE-D.D.S.-B.D. V C NARY•ASS S R PINK -INSPECTOR GOLDEN ROD -APPLICANT `'��'++��;�,;3� f�,�t�� ,1F. i� f r '�F�'"• ,� Y� - '! { ' , i v'` 1. Z. COUNTY OF BUTTE-DEPARTMENT,.PF,DEU LOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER O. 6 G Proposed Building Use: t� �G � 6 p g ounter Technician: Date: Items required in order to apply for a permit. A I xes MUST be checked OR marked NA in order to apply. Plot platis,,•B '6r 4 sets, signed�y the preparer of the plans. Compfete plans, 3 or 4 sets, signed by the preparer of the plans. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed Pations. 4. ngineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet-sta}ped and signed; in duplicate ................................ ❑ 9. Plot plan and business license approJa)1 from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form tilled out by the owner .......................•............. ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sbeet................................. t� �5. Statement of Intent for Non -heated and A/C Buildings .............................. ..... �' 16. Sanitation and plot plan approval from the Environ �ntal Health De a ent in V �i 7. City of Chico Plumbing permit... ...................... ............`VWel 8. California Department of Forestry plan approval paid. Sent. by: ..................... 19. Planning approval for (A) Use: �(B)Parking: —� (Check: 14- TA03 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) ..................... �1 26. Letter of Signature authorization.................................................................... 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits ................................. :........................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other:` When issued Telephone ( and hold for pickup. ave been infor a f'fhe above items and requir ent obtaining a buildin ermi . �rlicant C)te: Index permit app)%z Additional itemcr, Contractor, design Contractor, designer, o Plans reviewed by: Structural reviewed by Note transfer by: —A for t4/above items numbered:Va A/) / Q ,as advised cf the above data by LR' phone, counter, byk v -Date: ;as.advised of the abo e a by ❑ phone, ❑ mail, ❑ counter, Date: oe Date: Plans approved by:Date: 1_1W 1-r4 Date: Structural approved by: _ b�Date: 2/ Date:.� Yellow. ellow Ruildinn �iviion E.H. USE ONLY Plot Plan Attachod Floor Plan Atta Q 0 3 - " �: _ sent to G.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance U� 12 /G' r EDC. Owner Location AP# Plan Approved fo Hold final for: Final clearance O.K. for: NOTE: 8/96 , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PERMIT FEES 7 6 Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES P-(2Aad-10-A- (paid at District Office) (Available after Plan Check) -/ S 3. SHERIFF FEES (paid at Building Division) 13W Residential ...................... x $360.00 = $� Units 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) IRE INSPECTION AND PLAN CHECK $89.00 ( id 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, may be changed during thehil �F.�'► •• SII c // Pursuant to Government Code Se for imposed on your project. You ha e 90 items during which you may protest.; d the above fees are required to be process. A.P. # az--io r Dor DATE RECEIPT # DATE REC of the building permit. These fees 1 ' l' E -/ you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been s from the date of approval of the project or from the imposition of the above mentioned requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy -Owner ' (Rev. 6/00) ' BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFIdATION FORM (One fgxm per Building) , School District P �J� Building Department No. A.P. Number / „ V t9 fOGU d Jurisdiction: City I x (County Property Owner �r ' /(�' `� � Property Location/Address Subdivision Lot No. .................................................................................................................. Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection; ................................................... .... 'X -h4 Commercial/Industrial 0 ` = $ Sq' Footage New Addition / �7 R 4 Building Department Representative oor Plans reviewed by School District District dent cation No. 0 '� School District certifies that (Street Address (City) (State) has c5mplied with the requirements of Resolution No. represe ting / O square feet. a� 1 School District Representative l Paid by Check # Remarks: r -6z —d ,0 2 (Group R) (Including Exterior Roofed Areas) —, no&� Date (Phone Number) (Zip by payment of $ AB 2926 $ FULL MITIGATION $ Da e Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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.As (10/98)dmm -AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Apr -2003 2003-0020652 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not .limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date 4-1-03 State of California ) County of BUTTE. ) On 4-1-03 before me,. OWNERS: VICKI GROSSE, A NOTARY PUBLIC personally appeared F. EDWARD JESIOLOWSKT---- 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 instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) Acted, a eculed the instrument.. WITNESS my an fficial 1. VICKI GROSSE Signature Seal: Commission # 1327111 Z i Notary Public — California D Butte County A.P. # b 6 - OSa-OO My Comm. Expires Oct 27,20M 0 The land referred to herein is situated in the State of California, County of B follows: utte, and is described as PARCEL I: LOT 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT 1 ", 'WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1971, IN BOOK. 38 OF MAPS, AT PAGE(S) 57, 58, 59 AND 60. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND O'ER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 066-050-008-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B; C, D, E, F, G AND H (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT 1 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE: DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV. •(a �,"i •4::`:5•.!x'•'. Description The land referred to herein is situated in the State of California, County of B follows: utte, and is described as PARCEL I: LOT 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT 1 ", 'WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 14, 1971, IN BOOK. 38 OF MAPS, AT PAGE(S) 57, 58, 59 AND 60. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND O'ER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. APN 066-050-008-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B; C, D, E, F, G AND H (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT 1 AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS AS DESCRIBED IN THE: DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this yam' iication is received. 1. I ersonally plan to provide the major labor and materials for construction of the proposed - property improvement : YES NO ❑ 2. HAVFA HAVE NOT ❑ signed an application for a building permit for the proposed work. I have con acted with the following person (firm) to provide the proposed c ction: NAME: ADDRESS: HONE: 4. I plan rovi supervise, NAME: ADDRESS: PHONE: CONTRACTOR'S portions of this work, but I have vide the major work: 5. I will provide some of the the work indicated: / NAME but I ADDRESS CITY: XE NO. the following person to coordinate, CITY: R'S LICENSE NO. Lcted (hired) the following persons to provide TYPE OF WORK "SIGNED: PROPERTYOWNER: SOCIAL ECURITY ER: DAT . i NOTE. This Owner -Builder Verification isequired by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit O.B.- I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials , and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that -the property owner is providing his or her own labor and material personally. Building permits are not required to be -signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the,verification is returned. 4rely, C. jti ra, C.B.O. r, Building Inspection' NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER ° ° RESIDENTIAL PLAN , REVIEW GUEDE o .:'", SINGLE FAMILY, DUPLEXAND n_ ,d MISCELLANEOUS OXY Ovv-ner. J&s % 160 ks)�(i Building Permit Number: 3d Z_' Plans Examiner': L-Indct 5' A. P. Number: I rER.XL: Zoning requirements —(number of permitted living units). Plans signed by the designer. Proper description of work on the application. E:asting violations on the propemr. Recorded noticeof violation. Building permit valuation. T PLAN: Complete parol size and dimensions. Setbacks, side yard. easements, etc. Other buildings or structures. Grading, fills andlor drainage. Flood hazard. Special conditions o Parcel Map: Noise Q SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage Sees ❑ Federal :did Route an or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA\: 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). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet TIM minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension Shall be 20". When window s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 41 Sk}-lights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). ,6-- Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less tbaa 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 f:et in arty dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior rreeptacles (NEC 210). Water heaters a hich depend on the combustion of fuel shall not be installed in a room cued or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening bw a bath or bedroom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code setioa 34�t-3� Garage fire%vall separation - required on garage side including supporting walls and posts (Unitbnn 8 Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (C;nifoc-rt Building Code section 312.0. Food stove location - Alcove — UMC section 203 confined space & 223 unconfined space & 304.2). mak: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). bpw.er compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 'Scamg walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU (pads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: Braced Wall panels shall start at not more than 8 feu from each end of a braced wall line. BracedW all Panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shaU not exceed 34 fat on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced call lines must be continuous throughout the structure. C)2 A California licensed architect of registered engineer must prepare a lateral analysis for the areas of t eebb� g that do not comply With the Uniform Building Code. This must include the designees "wet" stamp, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets hof calculations. <: Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C7. Floor construction details complete enough to construct building. --( Elevations and Wall construction details complete enough to construct building. �:— Robf construction details complete enough to construct building. —6y Fireplace construction details and calculations if necessary. ,Garage door header size(s). orcb header size(s). 'pical header size(s). 2- Stud heights. . -Mgh expansive soil - special foundation design required. ,14. Retaining walls requiring design WG3Tsum wallboard nailing inspection required. If the area below the lowest floor is (ally 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 mono 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. -,.KElec tris, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Staimay details - landings, rise and runi head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 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). Foam insulation - protection. j36" halls and stairxays (Uniform Building Code section 1004.3.3.2). Twro 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). ` Energ) Attic access and ventilation (Uniform Building Code section 1505).Sound requircrncnts.�' design compliance and supporting documentation.l�CDF responsible area requirements.lILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire SprinlJers required_ 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6- ❑ Sub -Standard Housing lener. r zr;e,= �f SITE PLAN REVIEW APPLICATION Date: %lo Z4i✓ 03 AP# 0 O(,!o - ©S O - DO g Permit Number (if applicable) 3 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: S 7 d- dL3 a Y Situs Address: yc/t, C-4 Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) . Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval.. SRS ^&,f- Site Plan Stamped Approved By Date l(o Tit N 3 Pagel of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY v Parcel Is In: Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine. specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: IIndex Dater ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval'must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: . k — Applicable Building Setbacks: aSetbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Paae 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front a o t Side 5- f Side Street/ a- O Rear 5 / Height Waterway N/A N/A N/A aSetbacks drawn on site Plan. ® CDF approval needed for encroachments into SRA setbacks. Paae 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: - ® Parcel Deemed to be legal SM 3 $f 17- Go ko r a,3 ❑ 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 - El Meet current Environmental Health Department requirements --------------------------------------------------------------------------------------------------------------------------- Page 3 of 5 R n Subdivision Map/Parcel Map: Map Date of Recording: if 7 Lot: 93 ❑ Use Permit/Minor Use Permit Permit Number: Book: -cy 8 Page: o'-%60 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval:- ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVENUE, CHICO CA 95926 (916) 894-5719 11II0 EVI Structural Calculations For: JEF -1-' ( a C-0C" AR i c�►0aY 44. �r �No. C 21223 03 —0 0 3Z BUTTE COUNTY BUILDING DEPARTMENT APPROVED J�S�cIOwS�i LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Ce Cq Qs I WALLS P = .62 * 1.3 * 14.5 * 1 .0 = .0 117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P=.72* 1.3* 14.5* 1.0=.0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P=.67 * 1.0 * 14.5 * 1.0=.010 ksf @ 20 ft. P=.72*1.0*14.5*1.0=011 ksf.@ 25 ft. P = .76 * 1.0 * 14.5 * 1 .0 = .0 11 ksf@ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5 * 1.0 =.010 ksf @ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft. P = .72 * LI * 14.5 * 1 .0 = .0 12 ksf@ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf. live -load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with I -coat stucco or siding t Ir • /Y6�.s,. p / 1 NHA0 F H I. - U, W W W W W xxx VINN Fee re C- L . l Y ` D 7-d 0 --Q 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I W., k�lb. N EN at O NO C>q 3 2% 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I W., k�lb. LULL W W W W W W xxx 0 N N coo w00 �- N C4 It C; r r H N C � 3, r o ?- p ze I to '✓7 Roof Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.04 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-23-2002: 3:13:57 PM Proiect: NORMAN - Location: WINDOW HEADER ' Summary:. 3.5 IN x 11.25 IN x 5.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 13.1 % Controlling Factor: Area / Depth Required 9.95 In Deflections: Dead Load: Live Load: DLD= 0.01 IN Total Load: LLD= 0.02 IN = U2840 Reactions (Each End): TLD= 0.03 IN = U2310 Live Load: Dead Load: LL-Rxn= 2063 LB. Total Load: DL-Rxn= 473 LB Bearing Length Required (Beam only, Support capacity not checked): TL BL= Beam Data: 15 6 IN Span: Maximum Unbraced Span: L= 5.5 FT Pitch Of Roof: Lu= 0.0 FT T Live Load Deflect. Criteria: RP= 5 . Total Load Deflect. Criteria: U 240 Roof Loading: U 180 Roof Live Load -Side One: Roof Dead Load -Side One: LL1= 50.0 PSF Tributary Width -Side One: DL1= 0 Roof Live Load -Side Two: TW1= W1 13 .0 13.0 FT Roof Dead Load -Side Two: LL2DL2= PSF Tributary Width -Side Two: 10.0 PSF Roof Duration Factor: TW2= 2.0 FT Beam Self Weight: Cd= d= 1 15 Slope/Pitch Adjusted Lengths and Loads: BS 10 PLF Adiusted Beam Length: Beam Uniform Live Load: Lady 5.5 FT Beam Uniform Dead Load: = wLL= 750 PLF Total Uniform Load: wD a 172 PLF Properties For: #2- Douglas Fir -Larch WT= 922 PLF Bending Stress: Shear Stress: Fb= 875 PSI Modulus of Elasticity: Fv= 95 PSI Stress Perpendicular to Grain: E= 1600000 PSI Adjusted Properties Fc�erp= 625 PSI Fb' (Tension): Adiustment Factors: Cd=1.15 Cf --1.10 Fb'= 1107 PSI Fv'. Adjustment Factors: Cd=1.15 FV= 109 PSI Design Requirements: Controlling Moment: 2.75 ff from I.qft support M= 3487 FT -LB Critical.m6rrient created by combining all dead and live loads. Maximum Shear- At ;uRport. V= 2536 LB Criti(. l $hear created by combining all dead and live loads. Comparisons With Required Sections: Sectioh Modulus (Moment): Sreq= 37.8 IN3 Area (Shear): S= 73.8 IN3 Areq= 34.9 IN2 .Moment of Inertia (Deflection): A= 39.3 IN2 Ireq= 35.1 IN4 1= 415.2 IN4 Z'! V Multi-Loaded Beamf 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 Bv: Gregory Peitz , Gregory A. Pbitz Architect on: 02-16-2003 : 11:05:10 AM Protect: JESIOLOW - Location: FLUSH BEAM OVER HALLWAY Summary: 3.125 IN x 10.5 IN x 3.8 FT / 24F-V4 - Visually Graded Western Species - Dry Use ec equa a y: o ontrolling Factor: Area / Depth Required 6.73 In Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center= 0.01 IN = U4032 Total Load: TLD-Center= 0.01 IN = U3080 Camber Required: C= 0.01 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1216 LB Dead Load: DL-Rxn-A= 384 LB Total Load: TL-Rxn-A= 1600 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 0.79 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 2339 LB Dead Load: DL-Rxn-B= 724 LB Total Load: TL-Rxn-B= 3063 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.51 IN Beam Data: Center Span Length: L2= 3.8 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.8 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 8 PLF Point Load 1 Live Load: PL1-2= 3555 LB Dead Load: PD1-2= 1077 LB Location (From left end of span): X1-2= 2.5 FT Properties For: 24F-V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2760 PSI Adiustment Factors: Cd=1.15 Fv': FV= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 3950 FT-LB 2.508 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear: V= 3063 LB 3.8 Ft from Left Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 17.2 IN3 S= 57.4 IN3 Area (Shear): Areq= 21.1 IN2 A= 32.8 IN2 Moment of Inertia (Deflection): Ireq= 18.0 IN4 1= 301.4 IN4 Z'! 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS r) N, 61 ..0 Irz n a � n �CY ffAA VI a o t 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS r) N, 61 ..0 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: dCs (c-) L o vj S (c 1 13,86 LoNc-,F&LLcVj `fiRRUSS I have reviewed the truss submittal for the above project and all loading design criteria have been met. kiregoryA. Peitz Architect -�, PLIN REVIEW RESPONSE F RM In order to expedite the review of your pl please complete'the following information Iturnbthis 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-suou ittal for review. There must be a valid response to every item requested in our plan correction letter. `By other' is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the pla Wcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLAN - OWNERS NAME DATE: LOCATION ON PLANS/CALCS: COMMENTS: P Cc `s ff4c ASSESSORS PARCEL NUMBER PERMIT NUMBER a . OCE . ` 0 S F mlvdc RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: P Cc `s ff4c .-e v; e . ... ' PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 5C (U .-e v; e . ... ' w e s 4 •� 4 C. V'J .S hW+9 ` 0 S F mlvdc PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: c off. t 0.H . --� 0 dor . ... ' w e s 4 •� 4 C. V'J .S hW+9 ` 0 S F mlvdc PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Qt C skow SO PSti .e o lGarJ. �Ga r /O A lZ ♦ ;C C -1r. ` 0 S F mlvdc PLAN CHECK REM # RESPONSE BY: LOCATI N ON PLANS/CALCS: COMMENTS: C ok ( ` 0 S F mlvdc RESPONSE FOR PLAN CHECK LETTER DATED: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:ac "-otC.2U :Y•eAr► COV -{tee pr G`1 ZCF�`. PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:: S� C G �( JV t C O u 0 � PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C' c/ PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:ac "-otC.2U :Y•eAr► COV -{tee pr G`1 ZCF�`. • i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: sic, ' • i PLAN CHECK ITEM # RESPONSE BY: ' LOCATION ON PLANS/CALCS: COMMENTS: PLAN -CHECK ITEM`JF,. RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: CHECK ITEM # RESPONSE BY: LOCATION ON.PLANS/CALCS: LENTS: February 5, 2003 Ed Jesiolowski P.O. Box 972 Paradise, CA 95967 Department'of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-050-008 Building Permit Number: 03-0032 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 NON-STRUCTURAL COMMENTS: 1. Your energy calculations call for R-29 in the walls. Please revise. 2.. Please have the architect-fiU-out_theinandatory features section of the energy calculations. STRUCTURAL COMMENTS: Provide shear wall nailing on the plans as specified in the structural calculations. The calculations specify 3"edge nail spacing of wall line 1 shear walls and 4" edge nail spacing of line 2 shear walls. The plans show 4" -and 6" spacing. Specify anchor bolts required to resist shear forces at each of the 2' garage shear walls and dhow them on the foundation plan. Please design framing members and footings to support snow loads. It appears that the elevation of the property is approximately 2500 feet. The recommended design ground snow load for this elevation is 46 psf. The typical header size calculation provided does not include snow and specifies 4x12 headers. The plans show 4x10 DF#2. Please revise the ans and calculations. Please check capacity of the 2x4 walls to support all truss reactions over 1600 lbs. and revise ,,glans as necessary. rovide adequate support for.the A-1, B-1, C-1, C-2, C-3 and C -3A truss reactions. L" Provide calculations for the 4x12 DF#2 beam supporting the C3 truss reactions over the opening between the family room and the hallway. 6j7�-Provide calculations for combined axial and bending due to wind forces for studs over 10' tal at the rear wall of the family and dining rooms. j8/Please key the roof diaphragm connection details correctly to the roof plan. 1 of 2 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through_ Friday. To discuss non-structural items, ask,for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. G(i Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect 0 2 of 2 I tTt . G R,E- aj ,w U ? I TIC4T ULJCr environmental Health JAN 1 0 2003 Chico, Califomia APPROVED Butte County imnrnantal HAMM `Pr -)-0 pc: ) <,- (-: Q HeDuSE-- 9 zo. -7+ ASD Dfw -2 D21 v r=- - v � = 2a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 066-050-008 ZONING R-1 BUILDING PERMIT OWNER JESILOWSKI ED TELEPHONE 872-2305 SO. FT. OCC. BUILDING VALUATION 148 R 6 068.00 . OWNERS MAILING ADDRESS ' PO BOX 972 PARADISE 95967 CONTRACTOR'S NAME 01-INM TELEPHONE 518-47-19 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 6 068,00 ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58 BUILDINGADDRESS 13864 ANDOVER ct. MAGALIA _50 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LAT NO. SUBDNASIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 120.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other f2X Describe Work: conv.portch cover area to study add sq. ft. to BP# 03-0032 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AoRLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby irm under penalty of perjury that I em exempt from the Contractors License Law 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 hund rs ($100) or less.) I certify th in the p ormance of the work for which this permit is issued, I shall t em oy any rson in any manner so as to become subject to workers' co sation I sof California, and a e that ' I should become sub'ect to the rs' co nsation provision ctio 700 of the Labor Cc I shall fo with c ply with those provIon X If Date Signatfi re of A Fit - f n O Contractor O Agent An OSHA p itis required for xcavations over 60" deep and demolition or construction of structur s over 3 stories in ight. Main Service zooA TO tOooA 46.00 NEW CONST. DW .%* OCCUP. SO OR ADONS. ( a ACC. BLAS. 3.50FT. S.1S NpµAOSD. OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET CAR. Ex. Occu OUTLET OR FIXTURES 120 @'.00 PR EX. Occup.FlXED APR OUTLETS RESD.oERA 5.00 '., Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 25,15 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC R3 CONST. TYPE TOTAL FEE $ HAZ� p, PEES IMP EES, -- D/ FLOOD cpF PARCEL --_ PO HD ISSUE This permit is eby issued under the applicable provisions of the Bu County Code and/or Resolutions to do work indicat ova for which fees have been paid. ^ B Da PERMIT EXPIRES ON S �� De Receipt No. $216.65 WHITE-D.D.S.-B. Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '�lM�"'�° tTenTq�`r'*y"^'""u'�vv°'g.'_" �e�w.1 _'°(_"'"w-'-i'�� �i ��.Y`a"".",�„ i�.A .l.-.. k.'rP"q"7o7w�Y*r.r'•�.�- � � � � � � r�yt:NtJ�'V► fir: ►/{�f/\l COUNTY OF BUTTE-DEPARTMEN.X F DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orov lle, CA '9596-5 Phane (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION, DATA SHEET OWNER: / ASSESSOR PARCEL NUMBER oV - Dsc- oO Proposed Building Use: y\v , ) `t'D ((vl Counter Technician: Date: l �SV Iteems required in order to ap ly for a permit. All boxg MUST be checked*0marked NA in orde to apply. 2/1. Plot plans, 3 or 4 sets, signed 4y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. (Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 901. Engineered truss details and layouts in duplicate. No faxes! 2'5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b tengineer. a Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ....................... • ............. ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) �. Fees as shown on the attached Schedule of Fees Due Sheet...... i ....... ................ ❑ 0V5 Statement of Intent for Non -heated and A/C Buildings................................'6011./.�......... 6. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ., ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone �T / and hold for pickup. I have been inforfnedpf the above items ind requ ments for obtaining a building permit. Applicant: p Date: WAV-,, 1. Index pe applicatio for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, ��er, was advised cf the above data by ❑ phone, El mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: O�;;ate: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildiu a Division E.H. USE ONLY Biot Baan Attached Roar Man Attacttad, sant to ®.a. r r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t Owner Location AP# Plan Approved fo : Sewage Disposal Water Supply: za, blit Private Well JC��learance for /�eilinga. Other �? e �/ Ik-A _tti �t l An/ -1/1 1 �Z.�,11 X , tl�/"CI' if / iii% rnnr,\/1'rl Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor_ and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVE P HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide -the major work: NAME: ADDRESS: CTTY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK I, ro , " AVA, � Wig 1 11 AliIr -1 S11-1 NM- Um NOTE. This Owner -Builder Verification is req aru ed by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. e I If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER �) pt. :vc.. wl.. xr.�uct �}: r�ryg,'A.-� �,. �n . t'''"..,,ei+.v.rrw:+.....: ..... r•:e : .,: 1;,,: �wl,'4:93f",._.-J �i4..•s`Y"'�.n{ � ^'�"rzv. No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # BUTTE COUNTY SCHOOLS IMPACTiFEE CERTIFICATION FORM '(One form perBullding) ' �- School District ' Building Department No. A.P. Number a�—�O -�� Jurisdiction: City ✓ County Property Owner Property Location/Address Subdivision Lot No. Residential Development ..................................................... ..........., ©. No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # *(No foundation inspection) ................................................................ Commercial/Industrial Irwor rians rewewea oy acnooi uistnct Di ttict Identification No. -003 /}p . `(, I School District certifies that 1-1119 -7A Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) Z,v (Street Address) (Phone Number) (State) has complied with the requirements of Resolution No. representing / square feet. School District Representative Paid by Check # Remarks: (Zip by payment of $ 3/(O . 7�0 AB 2926 $ FULL MITIGATION $ 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School' District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality�Act (CEQAL 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 00/98)dmm GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: SSD AR�y \V� aORY A. �FC� �N0.C212'3� N9� REN.�� F OF ��\�p� C • ', �Jt'SielowZ�� LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQs1 WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0 117 ksf@ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P7.76 * 1.3 * 14.5 * 1.0=-0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf.@ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 ='011 ksf. @ 25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12.12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.01 I kst @ 20 ft. P=.72*1.1*14.5*1.0=.012 ksf@ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Anal sis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + ksf. lixe-load = 2tipsf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL, LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding r F F 0 W W W W W W N N N 000 ul00 �N •-aa aaa CI !1 N H N N /J U / L ✓.� i� C� �/ � C� � �-/`tet. 1 (0.01 ' �L Ic 22.141 50SHEETS �AMPAD 22-142 100 SHEETS `-" 22-144 200 SHEETS W I -. W W W W $A#A$A N O O CoeH �C+a aaa AAA C N N 4 / ;4,1r 2. 122r 2, Aj dFA 1l e" '�, f �- 'Z r Tye 2-V iA f Roof Beam f 97 Uniform Building Code (91 NDS) j Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-23-2002: 3:13:57 Proiect: NORMAN - Location: WINDOW HEADER PM Summary: _ 3.5 IN x 11.25 IN x 5.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 13.1% Controlling Factor: Area / Depth Required 9.95 In Deflections: Dead Load: Live Load: DLD= 0.01 IN Total Load: LLD= 0.02 IN = V2840 Reactions (Each End): TLD= 0.03 IN = L/2310 Live Load: Dead Load: LL-Rxn= 2063 LB Total Load: DL-Rxn= 473 LB Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn= 2536 LB Beam Data: BL= 1.16 IN Span: Maximum Unbraoed Span: L= 5.5 FT Pitch Of Roof: Lu= 0.0 FT T Live Load Deflect. Criteria: RP- 5 . Total Load Deflect. Criteria: V 240 Roof Loading: V 180 Roof Live Load -Side One: Roof Dead Load -Side One: LL1= 50.0 PSF Tributary Width -Side One: DLI = 10.0 PSF Roof Live Load -Side Two: TW1= 13.0 FT Roof Dead Load -Side Two: LL2= 50.0 PSF Tributary Width -Side Two: DL2= 10.0 PSF, Roof Duration Factor: TW2= 2.0 FT Beam Self Weight: Cd= d= 1 15 Slope/Pitch Adjusted Lengths and Loads: BS 10 PLF Adiusted Beam Length: Beam Uniform Live Load: Ladi= 5.5 FT Beam Uniform Dead Load: L= 750 PLF Total Uniform Load: w D = 172 PLF Properties For: #2- Douglas Fir -Larch wawL T= 922 PLF Bending Stress: Shear Stress: b= FFb= 875 PSI Modulus of Elasticity: 95 PSI Stress Perpendicular to Grain: E= 1600000 PSI Adjusted Properties Fc�_perp= 625 PSI Fb' (Tension): Adiustment Factors: Cd=1.15 Cf --1.10 Fb'= 1107 PSI FV: Adiustment Factors: Cd=1.15 FV= 109 PSI Design Requirements: Contr,911ing Moment: 2.75 ft from left support M= 3487 FT LB Critieal.moment created by combining all dead and live loads. J�axim�m Shear: A. supbort: V= 2536 LB Critical shear created by combining all dead and live loads. Comparisons Witfi Rebuired Sections: Sectiofi Modulus (Moment): Sreq= 37.8 IN3 Area (Shear): S= 73.8 IN3 Areq= 34.9 IN2 .Moment of Inertia (Deflection): A= 39.3 IN2 Ireq= 35.1 IN4 I= 415.2 IN4 f Multi -Loaded Beamf 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 PSI By: Gregory Peitz, Gregory A. Peitz Architect on: 02-16-2003 : 11:05:10 AM PSI Proiect: JESIOLOW - Location: FLUSH BEAM OVER HALLWAY PSI 1600000 Summary: 650 PSI 3.125 IN x 10.5 IN x 3.8 FT / 24F -V4 - Visually Graded Western Species - Dry Use PSI Section Adequate By: 56.1% Controlling Factor: Area/ Depth Required 6.73 In PSI Center Span Deflections: Dead Load: DLD-Center= 0.00 Live Load: LLD -Center= 0.01 Total Load: TLD -Center= 0.01 Camber Required: C= 0.01 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1216 Dead Load: DL-Rxn-A= 384 Total Load: TL-Rxn-A= 1600 Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.79 Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 2339 Dead Load: DL-Rxn-B= 724 Total Load: TL-Rxn-B= 3063 Bearing Length Required (Beam only, Support capacity not checked): BL -B= 1.51 Beam Data: Center Span Length: L2= 3.8 Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 3.8 Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Shear Stress: Modulus of Elasticity: wL-2= 0 wD-2= 0 BSW= 8 wT-2= 8 IN IN = U4032 IN = U3080 IN LB LB LB IN LB LB LB IN FT FT FT PLF PLF PLF PLF PL1-2= 3555 LB PD1 -2= 1077 LB X1-2= 2.5 FT Fb= Fv= Ex= Ey= Stress Perpendicular to Grain: Fc perp= Bending Stress of Comp. Face in Tension: Fb_cpr= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.15 FV: FV= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 2.508 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear: V= 3.8 Ft from Left Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Areq= A= Ireq= 1= 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1200 PSI 2760 PSI 219 PSI 3950 FT -LB 3063 LB 17.2 IN3 57.4 IN3 21.1 IN2 32.8 IN2 18.0 IN4 301.4 IN4 Wo W W W W W W 0"'A Inco N C4 -0 N N N rC4C4 40, gr -4L- C) - S- 4 V Ar I % % Z w i � mss-. . �"'► . Y. �xf-e.-; c rvjOr ����, P -L -S rc-j c3.X 40, gr -4L- - SITE PLAN REVIEW APPLICATION M Date: I v- to -0 AP# r) ( to - 0 56 - 0000 Permit Number (if applicable) • APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: P .� . 9_)D)( CA , 9 [ jCf � Telephone No.: Situs Address: /0kdyyC,4r -D( i Mae- Proposed aC Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family • Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) 10 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved • By _ (42 Date j 0 -18- 0 2 Page 1 of 5 T.1 r ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: —J0 ❑ 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: �l • Flood Panel No.: C> Index Date: 4- 8— 9 8 ❑ 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: /` —) 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 D L Side �7 O Side Street Rear J 3 O Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 . Applicable Dcveloprctent Fees: , ` Standard Fees Amount Formula ❑ Fire ❑ School* • ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By • 0 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: • ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------=----------------------------------------------- Page 3 of 5 11 Subdivision Map/Parcel Map: P Map Date of Recording: Lot: 2-�j Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: )3-7 (6 D is 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• submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4 of 5 0 a n 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. CA \Building Permit Site Plan Reviewl.doc Page 5 of 5 aEl 0 a n 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. CA \Building Permit Site Plan Reviewl.doc Page 5 of 5 ,. y r,.. :r.,., rte. . [?�7 . + tn'.�;.::. Y "•+tT; -•7i w' e,•-• •...•,.. ..r,,,.,-,:, .. 7 ;. .. . .. .. .., ., .- � 'h.^f .. » .. ,.. . . . ... . .. I'•. ... X ., yy{ '�'I,l'♦ .,1!'t Thr:• A.Tr•,". ,Y�!»l+q.7rT<,: T. _ , , M �/� r i v lG .+ r .'•i t ' _ . T- .-.. - - - .•..� _ .w...�. . r......,� .y rYrrr� .r I.r...r � � RDOF NV TEST: %{I 4X12 1TF. > t ..-3fiGED a Y�IALL PANELS SHEARI�IALL SGHEI7ULE r 1 L ROOF Gd1lEWN6 814ALL } BE COMP. SHINGLE O/ is* ... w,•> . I 1 i FELT OI Y2" G47X PLYV0.0 " ( " " , NET 3/6 GDX PLYWD. W/bd'S • 60, 12 O.C. 1. SILL NAILING AT BRACED WALL. PANEL5 SHALL BE Q % CDX PLYWD. OR 05B W/ bd'S • b", 12" O.G. ^� _ ...�J- 2. ROOF FFZM". SHALL 9E I6C� • �✓" O.G. (WiERE APPLICABLE) " ' AI's" COX. PLYWD. OR 05B Yy/ bd'S • 4", I �' O.G. GABLE END TRV55 -- -- - - - --- 240 0. F . TR11��5 • 1/2" MIN. THICK 6YP. 8D. {4FT. 61.17 j "d 2. PSL SHALL SPAN THREE . STUD BAY'S, BE 4'-O" A-7 24.0 c. • `i O.G. • *U SUPPORTS, 6". MIN. LENSTH MIN. WIDE, AND HAVE ALL ED6M BLOCKED. I I 5. ROOF PITCH: AS SHOM OR 4FT. MIN LEN5TH IF APPLIED TO BOTH 51DE5. I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. FIR 5. WERE JOISTS ARE PERPENDICULAR TO BRACED WALL I 4 . I . ROOF O.H. SHA" ee, LINES A!l�OVE, BLO KIN6•SHALL BE PROVID) D UNDER 2, MAILS SHALL di: 6d COMMON OR lOd GUN NAILS. 5' FASCIA ( G MTV. f'.A31. gyp, 2'-0' • 4,12 PITCH 0 7/6" P--L,46TER WITH METAL LATHE FASTENED AND IN LINL WITH BR CAW WALL PALS. •b" O.G. • SUPPORTS W I -I APPROVED FASTENERS. i ( S. 06M BUTTER 0/ 2XC 4. 5LAD5 UNIDER INTOtIOR DRACCD WALL PANM5 SHALL FASCIA •FRONT 6" MIN. THICK. SiLL PLATES 5HALL BE FASTENED ELEV. ONLY " O NET 3/8 THiCK HARDBOARD PANEL 5It71N6 WITH ' WITH HILTI' id511 12-254 SLEEVE ANCHORS • 12" - " I I bd • 4", 6" 0.G. FROM EACH END OF•EACH BRACED WALL PANEL. 1 6. PRO'V'IDE ATTIC VENTILATION " " USE SIMPSON SP 5/b-2 WASF�RS. EGIUAL TO X�oc (I 50. FT. P>~i¢ GENERAL NOTES: 500 W. PT. ATTIC ARE/N INSTALL 5 "51MPLEX" 5IRUCTURAL 6RAIDE T'HERMO-PLY STORM ID ' I I (3) 14" X 24. 62. VENTS t (b) O BRACE WITH! NO, 16 6A. 6ALV, STAPLES WITH '1/Ib" GROWN I. BEARING WALL HEADER SHALL BE 4X10 D.F. w2, TYP. SADDLE CHIMNEY, I . • X 22%" EAVE VENTS. AND I Ii4' Liss • 3",b' O.G. STAPLES SHALL BE INSTALLED "TH CROWNS PARALLEL TO FRAMING MEMBER TO WHICH I IT IS ATTACHED. 2. THE ACPCRE49ATE AREA OF PLUMBING VENT'' SHALL BE 1 ht 1251 50. INCHES, MIN. ABLE END GIRDER TRUSSI 51 t2 ir" "'• '� 1 �, �.• I i I - •---5:12 I � y 4x10 � 22 -b" r' ' • - `L - _:,,. _ ..!' - - "� - .._ � - .......r: .... ,..... J ABLE END GIRDER TRUSSam deft.� lair, 5,12 .. 5" FASC : IA 6040 XO 604 0 XO T Wl CAP lb 6x10 D.F. #1 6x10 D.P. *I (3) t` 5066 M. ROOF PLAN 3'-O" N �x t 1.+.... .. _ aoba OPENINS5040X0 - �_ bobb s.G D 5'. RG. LINEN '? t ' I TUB/SHiWR ?+,r BALLOON FRAME 5TUDS TO �, " BOTTOM OF TRU55 le 2�,�" 4 246a j I� I M I NG ROOM o MSTR.: $A H �1' VAULTED CLO. `oH I'-4" I I'-2" 6' C�6. CARPET v,rrrl., MSTR. Br=VROOM b' cLe. _ FAMILY ROOM CARPET VAULTED GL6. 1 i 1 CARPET GL6.' RIDGE LINE F XLI %2:566 BASE, p I 4.0 r2) I A 1 Tti'P. of ( i _ A 2 j IN, LK- N 1 DW L 2 CARPET ZERO CLEARANCE KITCHEN o - - - - --- -- _ _ - 6 2 FIREPLACE VAULTED GL6. ° x 1• l 5 2666 Q VINYL c m I " BATH 2466 P t s n 6 YV^LL r oo I n _ X 6' CL6. O 1'-b" 5 -4 246b �Cl2 D.F. 2 1 V I7tJ," tt. -_ i O r;,V1NYL W A I I • F1 I)C, � PPAL4 i. -1- -st Z' lFOUNDATI ON def br,,1�+ �.4�. �'i(�''t -R� t .r � � !'• 5:. � fr � w .. 4.0' AREAS LIVIN63 1554 5.F. 00VV. PORCH: I1'7q 5.F. , r