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039-570-015
COMPLAINT TO INSPECTOR 039-5709-015 ag 01-96 TIM AND VICRY KNIGHT 3000 CHICO RIVER lD, AG EXEMPT PERMIT -1039-570-015 01-1658 KNIGHT, TIM f� r 3000 CHICO RIVER RD. CHICO, CONT. OWNER TEMP POWER POLE FOR LOT DEV 039-570-015 02.2984 KNIGHT, TIM S VICK)' ItJA1� 3000CHICO RIVER RD., CHICO 3 �j' NEW SINGLE FAMILY W/GARAGE s _ NOTESRESIDENTIAL PERMIT NO. — 039-570-015 02-2984 ✓ KNIGHT, TIM & VICKY 3000 CHICO RIVER RD., CHIC O V/ .� NEW SINGLE FAMILY W/GARAGE Iry Xxvj�ra f F • 4 r L. _ 1 1 � 10 W SPECIAL CONDITIONS k i CHECKED 3 BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS y SUB -STANDARD HOUSING LETTER OFFIC COPY ;. iI/� �.R/ Address � W 1IT GA /0Datel—Meter � By4l I ELECTRIC Meter B Date i' d JOB FINALED (Da ) I. Signature J=OK 0 = Not OK . = NotReadyabte DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s , .t MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 8. 7. Well Clearance & Disconnect 9. Siding; Nailing -Veneer -Stucco -Mesh 8. Utility Clearance Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements POOLS (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. 5. Drain; MH Test -Fall -Flex Connector 4. 6. Water; MH Test -Regulator -Connector 5. 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERF OR (Plans) OK except #'s I..In etbacks-Easements-Flood-Slope Mai ; Soils-Elec. Grnd.-/ ,) /" Ftg. Depth 3 Ft arage; Soils-Steel-Elec. Grnd.-//a /" Ftg. Depth 4. Ft , orches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel- Blockouts-Wra ed 6a. old D ns and Special Anchors Sla teel-Wrapped 8.r rs-Fireplace Ftg.-Steel De"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 ipe; Test -Anchors -Regulator -Service Test 12. E tric Underground 1 I s'& Ducts; Clearance -Material -Support -Ins. i ers-Sills-Anchor Bolts-Joists-Vents-Crippies 1 Access & Ventilation 16. Insulation 2V-.'_PWffiex Installed Close to Edge of Studs & C.J. E . Ground made up w/Mech Fasteners -Bond Gas & Water 2 iance Circuits in Kitchen & Conductor Size GFI 3 u Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3 ange 'rcle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al I at d Neutral O Yes O No 3 . e -Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. X. Clo s Closet Light -Shower Light -Spa Light 35. moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 13LUMBING (Permit K except #'s 1 Htr.; Vent -Access -Combustion Air Baffle 1 . I e; Test & Anchor -Nail Protection 1 .V.; Test Fittings & Anchor -Nail Protection oe Ott ho!gr Pan; Test, First Floor -Tub Access Ufa Date est & Shower, Second Floor -Tub Access Date 2 s P ; Sixe & Anchors Date 2,3. a Sprinkler; Test Sill roper Materials & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ixjwli & Transformer Clearance -Ins. Protection 2a,—Elec. Receptacles Spacing -Lights & Switches at Doors 26.,,—Size—Boxes & No. of Conductors Stapled 2V-.'_PWffiex Installed Close to Edge of Studs & C.J. E . Ground made up w/Mech Fasteners -Bond Gas & Water 2 iance Circuits in Kitchen & Conductor Size GFI 3 u Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3 ange 'rcle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al I at d Neutral O Yes O No 3 . e -Riser Conductors & Ground Main Disconnect ui . Clearances Panels-Motors-Mech. Equip. X. Clo s Closet Light -Shower Light -Spa Light 35. moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH fOAL (Permit) OK except #'s A u s Insulation & Support VF ,Exhaust above insulation C densate Drain & Overflow, Size & Grade . Fur a -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4q,Aic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA.PrkG (Permit) OK except #'s Sill roper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound 401-'B ring Walls over Girders & Floor Nailing D §jop in Walls (rat proof) 4 Fi tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMIN ontinued) an s -Post Caps -Anchors -Connectors 4 i . Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49-Vireplace Ties or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. rage Fire Protection Framing -RC Channel Vro erty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. S!..j' s; Width -Headroom -Rise -Run -Landing -Fire Protection 5e—P!ywood on Roof Overhang -Attic Vents -Rafter Outriggers 57"Siding-Nailing Veneer 8. 1cco Mesh -Drip Screed -Fd. Vents-Underflr. Access d9eoOazing Area -Glass Protection -Skylights -Plastic Shear s; Nailing -Bolts £1. BM15e Inte jpr/Epr� all Panels —9 63. Infiltration -Walls in ows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date L (Plans) OK except #'s 64 Ext. Steps Door & Sidelight Protectio anding. 6P. e Detector rnace Vents -clearance -Comb, Air-Connector- Insarage; Above Floor-Ducts-Mech. Protection & Tub Access -Spa I, Breaker Sizes & Labels Rails 7beTirgplaee or Stove, Clearance -Hearth tlets at Wood Panel, Int. & Ext. Fixt. & Aooliauce:.Gredud-Air.�ookina Clearance in in-a6fage; Above Floor-Mech. Protection R81Plb ec. & Mech. Equip. Listed for Location 7 . eceptacles in Garage (F. F.I.)-Romex Protection nsu tion -Foam -Looked in Attic uarc,,Rails & Deck Construction -Post Caps 8 . n. 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. Stqpee Brown -Finish U,o<`C._qjoit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 8. erio Elec. im, . eceptacle-Underground 8 n Throughout House 9 GI Protection Corrections from Previous Inspe9ctiQns ((gp Gas Test -Meter agg!d -Electric ate Sewer Co cted-C/O rade-HD Approval %elfnergy Compliance Certificate -Other Certificates q§,oFF Sprinkler Date i Card B-1 Date Card B-1 Da Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. DESCRIPTION OF INSTALLATION INSULATION CERTIFICATE 77." Irl •i��i�i�ii• _ 1. ROOF Malarial Brand Name Thickness (inches) Thermal Resislance (RV ) 3, CEIUNG Batt or Blanket Type—fRor9batfIeftt Brand Name Johns Manville Thickness (inches) 3 Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contracloft min. insWed welgho sq. .61 ih " 1Ulinirnum Thickness L5. -4 5 indhes. Manufacturer's installed weight per square foot to adileve Thermal Resistance (R Value) r 3$ 3. EXTERIOR WALL Material Fib"ass Baas Thictaress (incresl 6 5 3 • S 4. RAISED FLOOR Material Ehniass Batts Thickness (Inches) 6 S 5. SLAB FLOOR /PERIMETER Material Perimeter Insulation Depth 6. FOUNDATION WALL Material Thickness (in es),______ DECLARATION Brand Name _ Johns Manville Thermal Resistance (R -Value) % 13 Brand Name Jahns Ma.•rWII& Thehnnal Resistance (R Value) '-�)q Brand Name Themed Resisiance Brand Name Them! Ij�nce (R Value) with th5 c�mefrt aE _the' �o�h"ure apart 6, Ca�fo Menu once Regulations) as in ic+ ed on theow cafe co plum, SIP? bie. Cis)=-b^: J S4 r . g . o y LOERKE INSULATION CO., INC. lift K- gna urea, Dw, •Gersh® Co. name Ien�1ws - gnebim, w Genii m nSo r (Co. orris)r� gor �enere nconu Clor Co.r ams Orame or "E_ —'�' 7...... ^.s: N+� -'.«�..�,�i...L-•sl,.r-•„�+f''=�:+...'r....f'-'".'.""'.41ww.J"�^ 'w`t+.i...-..�4^'M1..�' ...rs..,r.�,.-.�.. �. 1 z" COUNTY OF BUTTE r 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 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. It you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. tK oil 4 ►�e CG jrh �fer" (-N p� 0 ✓ Gt 11L Zvi- Vie✓ W VVI 120_ .'Z4— CO) L) r� PON A Ok ('1-C M- &-N tc a l C,c}U rNtr 'Vn AA 2 _ t Date / I I Inspector REV t0/s2 U- 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 R =L PERMIT 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. It you have any�queslions pertaining to this matter, or need additional explanation, ` please, contact, this office immediately. r i 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 OWNER v 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. in it 'u01'/"k5 r��1��e ✓e 5� I cQ d 01 flAt n 77 Z- �� Date f REV 10/92 Inspector ZS Date f REV 10/92 Inspector COUNTY OF BUTTE , ,BUILDING DIVISION -, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 53877541 CORRECTION NOTICE 0) 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. I h rn� cM LIM 01ae COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIV ON 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 41 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-570.-015 ZONING A-10 B67DINGPERMIT OWNER KNIGHT TIM & VICKY345w-6114- TELEPHONE SO. FT. OCC. BUILDING VALUATION 2209 54 119,286.0n OWNERS MAILING ADDRESS 3000 CHICO RIVER RD. CHICO, CA 99929 720 18 12,960.00 CONTRACTOR'S NAME OWNER TELEPHO.HE 344 @13 4,472.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 138 218.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 776.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 504.4 BUILDING ADDRESS 3000 C Energy Plan Checking Fee $ $ PERMIT FEE $ 1323. 40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 105.00 USEOFSTRUCTURE 2.5AC SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK 'New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY W/ATTACHED GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 185.00 FlOOd=X 0485C ELECTRICAL PERMIT Fling Fee 20.00 600V OR Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: E3 I, as owner of the property, or my employees with wages as their sole compensation, / will do the work, and the structure is not intended or offered for sale. £ ® I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46. 00 CCUOOOA NEW coNsr. OwEUING Occup. WE OR ADDNS. ( a ACC. BIDS. SO ^ so 3.5QFT: t W � 5 p G�IDT MULTI.OUTLET 97.50 PCwGERLE APPARATUS 8 SINOUTLET CIR. Ex. Occup. CUTLET OR FI%TURES 20 o 1.00 aAL• @ .SO Ex. Occup. oFlx.R p.) El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ a-45.51 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the- performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with those provisions. / X Date _', /��� Signature of pp i n - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition r construction7 of structures over 3 stories in height. Receipt No. 364233 MECHANICAL PERMIT Fling Fee 20.00 Heating Split 1 20.00 20;00 Cooling'Sys te 1 20.0 20.00 Hood 6.50 Ventilation Gass Fireplace 15.00 15.00 PERMIT FEIE $ 90.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 00 oc9 R3/ U CONST. TYPE VN OTAL FEE $ 19790.41 HAZ. IMP X FLOOD I X CDF - PARCEL X PO H SSU X This permit is hereby issued under the applicable of the tte County Code and/or Resolutions in to e for hich fees have been By / Dat PERMIT EXPIRES ON .411774 provisions to do work paid. 1�3 le WHITE-D.D.S.-B.D. CANA V-ASSESSO 4�4NK�I SPECTOR GOLDENROD -APPLICANT 1��.�,�,�,t--w�R.r—.w-r---�'1P�"_.�'""_...__�T .,_.-•-._.�-..,-........ire--...-r..------Tv__.••.-'y-....-.,.r-�+•.y.-�"ns�.t��rr.+r'�1'^�7f%��'r"S�RT/'V'��f' },L �l ex's ,COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 71County Center Drive, Oroville, CA 95961 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:I'1 / %, /� ' ( . V / N �U ASSESSOR PARCEL NUMBER Proposed Building Use:ys w #A(V "0(1 o7 /y 'q r Counter Technician: d 1 ' Date: /D +J y IL Itemsrequired in order to apply for a permit. All bo es MUST be checked OR marked NA in order to apply. tj1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. ;bj2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 15 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4.' Engineered truss details and layouts in duplicate. No faxes! — ('U+ � SJ A,JS '0)5. Energy compliance design and supporting documentation in duplicate' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 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 maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) &4. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ 15. Statement of Intent for Non -heated and A/C Buildings .................................... I.. ....... .11!q Ion �6. Sanitation and plot plan approval from the Environmental Health Department in C 1 e 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: © K (B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... CX 20. 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) ..................... 42,6. Letter of Signature authorization ................... :' .............................................. 27.. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. • xisting violations and/or expired permits......................................................... ❑ Gran ed, ❑�M H. Title/ totem nt of Facts, ❑Letter from Legal Owner, ❑Check to H.C. geln Other: to'� Ia, 'ssued Telephonej /�/Lf hnih/(' �f (a&r?Pl and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: U/� �6/) d , Date: /49 Oc3 f11 V I .. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re cared t Contractor, design owne , was advised cf the above data by one, ❑mail, ❑counter, by .Date: )Q Contractor, designer, owner, was advised of the above data by . ❑ phone, ❑ mail, ❑ counte - b Date: Plans reviewed by: C/ Date: 2. 01, Plans approved by: Date: ' Structural reviewed by:Date: 2_ 2 py Structural approved by: Date: Z_Lzallo z Note transfer by. f ' Date: p Z Yellow: Building Division T0: Building Department FROM., Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Ptot Plan Attechad Roos Plan AtUchad Sant to B.D. l A2 lam' 3- 06? a4.� zlf2 5-26 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other _ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPAATMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A. P. # Mq C7W (J� PROPOSED BUILDING USE S L— DATE -33, S5 RECEIPT # 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES Cr l ifD t , f1 rl CS? - 0cST . (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... Units Commercial (sq. ft.) ............... x $0.03 = $ Sq, ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. DATE REC. Commercial (sq. ft.) ............ -x-=$ Sq. ft.Amt. 5. RECREATIONAL DISTRICT FEESr% 1 M Pncka?" (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the, plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) i ..fir+ ` -. -v' � ,-.Y,,. ....F-.;,,�, ..�:•Fr �_c �.,,.: r'..� �_ .-r'..r:-. �,'•ti�....^.._--.N''�a v'k .:y*.,. d-, ......, .. `- "`'x' BUTTE COUNTY SCHOOLS IMPACT'FEE CERTIFICATION FORM '„ (One form per Building) School District( Building Department No. A.P. Number �,39-�`]/� n�S Jurisdiction: `'" City County Property Owner �( r� I r [ L f K ki % n `, +-- Location/Address — Location/Address SIUVU 1/� (r7 4iJ(�� rte -►CJS._ , Izc c r;;? .Subdivision Lot No. ti n,,x. Residential Development No of Living Units >� Commercial/Industrial " New Building Department Representativ 0 ................................................................................................................... 0 0 Sq. Footage � V Mobile Home Addition/ 'Supplemental to (Group R) Installation Conversion Permit # :................................................................................................................. '(No foundation inspection): a } `...''1 Sq. Footage W, Addition I (Including Exterior �:,, _ •_ .R.. Roofed Areas) /) hate Plans reviewed by School District Personnel) District Identification No. �� School District certifies that zzy3z (Street Addless) ' 1�1'(City) has complied with the requirements of Resolution No. representing CW square feet. i � School District Representtaat ve Paid by Check # Remarks: (Appliiccan/t)) / it -none by payment of $ y 7 O IAB 2926 $ FULL MITIGATION $ r 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 (CE01A), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department►, Pink (school district) feeform.xls (10/98)dmm INA BUTTE COUNTY PARKS DEVEL0PMEl1T FEE CERTIFICATION FORM CHICO AREA RECREATIQON AND PARK DISTRICT Assessor Parcel Number(s) Property Owner j (/M IT i Project Location/Address (� Subdivision Residential Development: (check.one) Lot Number(s) 4'1 ')�, New Development _Alteration/Addition _Mobilehome(s) .:Tota,l Units— s Comment: _Non -Residential to Residential ,Building Department Representative Date • '-yt�r�k,Acyt�k�kYr�r,ryrylr�ryryrYryt�kY�Yrvr�tir,r�k�kYr�k�k•k,Ar7kvr�kYrYr;�c�Ir,IrUr,rtt�k,r,rYrsktkYr�kYr�k,ryryc�kYrYr�k�r*yt�cYk,h,h,trtktk7kunurrsk Chico Area Recreation and Park District(CARD) certifies that 7171MOA.,��t(rl� �" 3D 3y5 y� Applicant N.me) (Phone Number .40 ), t HOOK V/- UI` A. Q 1, �- (Street Address) Citrco Ch (City) (State) (Zip Code) has complied wiah'tl-iere.quirements of° Butte Co. Resolutions No -.9A-140 by payment for. dwelling units @ $1,189 for total payment of $ .d CARD Represent ive Date PAID BY CHECK N0, REMARKS:. BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant- " Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER bRIVE OROVILLE, CA 95965 Ilii SII Ill i IIII 1111 ESI 01111{lis { II 3go-7 Recorded Official Records I REC FEE 10,00 I COPIES 2.50 County Of • BUTTE I CANDACE J. GRUBBS Recorder I ROSEMARY DICKSON i Assistant I MaryR 10:59AM 04 -Apr -2003 I Page 1 of a 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: —5-2e-, 'besc-r r (341 o Av Date 4-3-03 PROPERTY OWNERS: State of California County of On V before me, b,eePah9---)CA-,,, vi,`l personally appeared iMowul 49. KPLWL-1 r personally known to me (or proved to me on thd basis of satisWtory evidence) to be he person 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), a hat by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) ted, executed the instru t. WITNESS m h an official se Signature Seal: '"" DEE PALMER N . COMMI 1358088 F= NOTARY PUBLIC -CALIFORNIA COUNTY OF BUTTE A.P. # 0 �� Comm. Expires June 22, 2006 ORDER NO. BU -186654 KA DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE. OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS. FOLLOWS: PARCEL 1: LOT 77, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION NO. 2 OF THE MOREHEAD RANCH IN RANCHO -DE FARWELL, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 51 1926, IN BOOK 10 OF MAPS, AT PAGES) 8 AND 9. EXCEPTING THEREFROM THE EASTERLY ONE-HALF THEREOF. ALSO EXCEPTING THEREFROM THE FOLLOWING PORTION OF SAID LOT 77: BEGINNING 'AT THE MOST SOUTHERLY CORNER OF SAID LOT 77 ON THE NORTHERLY LINE OF THE RIVER ROAD AND RUNNING THENCE NORTH 180 56' WEST ALONG THE WESTERLY LINE OF SAID LOT 77 A DISTANCE OF 363.0 FEET TO A POINT; THENCE LEAVING SAID WESTERLY LINE NORTH 710 04' EAST 300 FEET, TO A POINT ON THE WEST LINE OF THE EAST ONE-HALF OF SAID LOT 77; THENCE ALONG SAID WEST LINE, SOUTH 180 56' EAST, A DISTANCE OF 363.0 FEET TO THE SOUTHERLY LINE OF SAID LOT 77, AND THE NORTHERLY LINE OF SAID RIVER ROAD; THENCE ALONG SAID SOUTHERLY LINE SOUTH 710 04' WEST 300 FEET TO THE POINT OF BEGINNING. APN 039-570-015-000 PARCEL II• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED PARCEL: A PART OF LOT 77, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION N.O. 2 OF THE MOREHEAD RANCH IN RANCHO DE FARWELL, BUTTE COUNTY, CALIFORNIA", WHICH .MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARI' 5, 1926, IN BOOK 10 OF MAPS, AT' PAGE (S) 8 AND 9, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID LOT 77 ON THE NORTHERLY LINE OF THE RIVER ROAD AND RUNNING THENCE NORTH 1.80 56' WEST ALONG THE WESTERLY LINE OF SAID LOT. 77, A DISTANCE OF 363.0 FEET TO A POINT; THENCE LEAVING SAID WESTERLY LINE NORTH 710 04' EAST 300 FEET, TO A POINT ON THE WEST LINE OF THE EAST ONE-HALF OF SAID LOT 77; THENCE ALONG SAID WEST LINE, SOUTH 180 56' EAST, A DISTANCE OF 363.0 FEET TO THE SOUTHERLY LINE OF SAID LOT 77, AND THE NORTHERLY LINE OF SAID RIVER ROAD;. THENCE ALONG SAID SOUTHERLY LINE SOUTH 710 04' WEST 300 FEET TO THE POINT OF BEGINNING. ENCROACITMENT PERMIT County of Butte Department of Public Works 7, Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number O 3 0 41LI e District 3 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment pemvt to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information SESE! signature must be typed or legibly rinted. 1. Applicant's Name: N j �-- / 1 a. Company Name: j / 2. Address: O S 1 e — , C+ U CHI / C� 3. Phone: L 2D �q uJ i JJ 7 76 4. Assessor's Parcel Number: 5'7 -Q 5. Locatio, of Work to be ne 000 !C �5�102 6. Applicant's,Stgaatdre- — 7. Date: - - YE CONTRACTOR'S INFORMATION 8. Contractor's Name A; A196 i/ 9. Address 6031 C CO .1. c 5,-7 1 10. Phone: 53a -3q3-7--/30 11. Fax: 12. Contract o ' LicensNumber13. O-5 i o 30 5 Certificate of Insurance: Yes El No: Ele 14. Contractor 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): r 1 IS. Other: PERNUT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. KA11 work shall conform to accompanying: Detail M Plans ❑ Special Conditions 21. Date Issued o3 p9 22. Expiration Date: O 9 /G ` J 23 Surety: r Mike Crump, Director of Public Works By: vorzA ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one 4eek. Page 1 of 2 General Conditions - See Page 2 LOCATION: 3000 GI.:oRiver DATE: 1r.0 Rear 7-7 FOREMAN: MIN. DISTANCE: 6ISTRICT: 3 _ PERMIT#: SPEED LVAIT OF ROADWAY 0 DRIVEWAY LOCATION: DISTANCE TO NEAREST INTERSECTION: SIGHT DISTANCE GOOD O POOR IF POOR — RECOMMENDATION TO IMPROVE: ^ O CUT BANK O REMOVE VEGETATION (TEMPORARY) O OTHER (EXPLAIN) ADJACENT TOPO O FLAT ❑ CUT SLOPE FT. ❑ FILL SLOPE FT. O CURB AND GUTTER O AC DIKE ❑ EXIST. DIST. � TO EP FT. DRAINAGE RECOMMENDATIONS J9 NONE O SWALE O CULVERT MIN. DIST. FT. ' EDGE OF EXISTING PAVEMENT (EP) ---------------- z w J 12' MIN.. 20' MAX. R \AREA TO BE PAVED R/W 10' MIN. _ NOTE: IF GREATER THAN 109 UP ' OR DOWN REFER TO ENGINEERING. MAX. 1 FOOT VERT. RISE OR DROP PER 10 FEET HORIZ. DISTANCE MIN. DEPTH TO FT. EP DIAMETER IN. LENGTH FT. EXIST. DIST. MIN. I �A 10% I 101sT. O OTHER (EXPLAIN) 2% NOTE: MINPC . DEPTH_ Mq.X. 109, PAVEMENT TO EXTEND AT 29 CROSS SLOPE OR MATCH EXISTING ROADWAY CROSS SLOPE. N.T.B. t PRIVATE DRIVEWAY FIELD REVIEW OT�)� O NorthStar Engineering• Title • Job # 2D Declaration Drive Dsgnr: Date: 9:52AM, 12 DEC 02 Chico, CA ;95973 , Description Scope: Page of Rev: 560000 Page 1 User: KW -0603075, Ver 5.6.0, 2 -Sep -2002 Timber Beam & Joist d:\_projects\7362 ENERCALC Engineering Software Lprojec[s\7362 knight\7362 knighLecw:Calc Description knight Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Reactions BS • 82 B_3 /✓ 85 Timber Section @ Left End DL 3.125x13.5 6x12 5.125x13.5- �.�SB4 3.125x12.0 3.125x12.0 Beam Width in --3.125 5.500 14''5.125 3.125 X3.125 Beam Depth in 13.500 11.500 13.500 12.000 12.000 Le: Unbraced Length ft 2.00 2.00 2.00 2.00 2.00 Timber Grade 1,595.00 Douglas Fr, 24F - V Douglas Fir - Larch, Douglas Fr, 24F - V Douglas Fir,. 24F - V Douglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 875.0 2,400.0 2,400.0 2,400.0 Fv - Basic Allow psi 190.0 85.0 190.0 190.0 190.0 Elastic Modulus ksi 1,800.0 1,300.0 1,800.0 1,800.0 1,800.0 Load Duration Factor Deflection OK 0.970 0.970 0.970 0.970 0.970 Member Type -0.074 Glul-am Sawn GluLam GluLam GluLam Repetitive Status 1,536.3 No No No No No Center Span Data in -0.077 -0.067 -0.110 -0.155 -0.161 Span ft 10.50 13.00 14.50 11.50 13.50 Dead Load #/ft 230.00 105.00 220.00 340.00 190.00 Live Load #/ft 215.00 95.00 210.00 320.00 175.00 Point #1 DL lbs 750.00 L/Defl Ratio 793.5 LL lbs 705.00 481.1 @ X ft 5.000 Point #2 DL lbs 15.00 LL lbs 13.00 @ X ft 7.000 Results Ratio = 0.5462 0.4935 0.3753 0.7554 0.5757 Mmax @ Center in -k 119.69 50.70 135.61 130.93 99.78 @ X = ft 5.00 6.50 7.25 5.75 6.75 fb : Actual psi 1,261.0 418.2 871.1 1,745.7 1,330.4 Fb : Allowable psi 2,308.6 847.5 2,321.4 2,311.0 2,311.0 Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 93.2 26.4 57.3 126.3 84.4 Fv : Allowable psi 184.3 82.5 184.3 184.3 184.3 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,605.36 682.50 1,595.00. 1,955.00 1,282.50 LL lbs 1,502.37 617.50 1,522.50 1,840.00 1,181.25 Max. DL+LL lbs 3,107.73 1,300.00 3,117.50 3,795.00 2,463.75 @ Right End DL lbs 1,574.64 682.50 1,595.00 1,955.00 1,282.50 LL lbs 1,473.13 617.50 1,522.50 1,840.00 1,181.25 Max. DL+LL lbs 3,047.77 1,300.00 3,117.50 3,795.00 2,463.75 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.082 -0.074 -0.116 -0.165 -0.175 L/Defl Ratio 1,536.3 2,095.1 1,504.1 835.5 924.1 Center LL Defl in -0.077 -0.067 -0.110 -0.155 -0.161 L/Defl Ratio 1,641.2 2,315.7 1,575.7 887.7 1,003.4 Center Total Defl in -0.159 -0.142 -0.226 -0.321 -0.337 Location ft 5.208 6.500 7.250 5.750 6.750 L/Defl Ratio 793.5 1,099.9 769.5 430.4 481.1 oZ-zqs¢ BUTTE CCd1�TY BUILDING DEPAfiTMENT APPROVED /z/2a/oz 'p. Y" NorthStar Engineering. Title: • Job # 20 Declaration Drive Dsgnr: Date: 9:52AM, 12 DEC 02 Chico, CA 95973 , Description Scope: Page of Rev: 560000 Timber Beam & Joist Page 1 060 User: KW -3075, Ver 5.6.0 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software d:Lprojeds\7362 knight\7362 knightecw:Cal Description knight Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Results Ratio = 0.5462 Bl B2 83 B4 85 Timber Section 119.69 3.125x13.5 6x12 5.125x13.5 3.125x12.0 3.125x12.0 Beam Width in 3.125 5.500 5.125 3.125 3.125 Beam Depth in 13.500 11.500 13.500 12.000 12.000 Le: Unbraced Length ft 2.00 2.00 2.00 2.00 2.00 Timber Grade Bending OK" Douglas Fir, 24F - V Douglas Fr - Larch, Douglas Fr, 24F - V Douglas Fir, 24F - V Douglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 875.0 2,400.0 2,400.0 2,400.0 Fv - Basic Allow psi 190.0 85.0 190.0 190.0 190.0 Elastic Modulus ksi 1,800.0 1,300.0 1,800.0 1,800.0 1,800.0 Load Duration Factor Shear OK 0.970 0.970 0.970 0.970 0.970 Member Type Glul-am Sawn Glul-am Glul-am Glul-am Repetitive Status 11955.00 No No No No No Center Span Data 1,840.00 1,181.25 Max. DL+LL lbs 3,107.73 1,300.00 Span ft 10.50 13.00 14.50 11.50 13.50 Dead Load #/ft 230.00 105.00 220.00 340.00 190.00 Live Load #/ft 215.00 95.00 210.00 320.00 175.00 Point #1 DL Itis 750.00 LL lbs 705.00 @ X ft 5.000 Point #2 DL lbs 15.00 LL lbs 13.00 (a) X ft 7.000 Results Ratio = 0.5462 0.4935 0.3753 0.7554 0.5757 Mmax @ Center in -k 119.69 50.70 135.61 130.93 99.78 @ X = ft 5:00 6.50 7.25 5.75 6.75 fb : Actual psi 1,261.0 418.2 871.1 1,745.7 1,330.4 Fb : Allowable psi 2,308.6 847.5 2,321.4 2,311.0 2,311.0 5.750 6.750 Bending OK" Bending OK Bending OK Bending OK Bending OK fv : Actual psi 93.2 26.4 57.3 126.3 84.4 Fv : Allowable psi 184.3 82.5 184.3 184.3 184.3 Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,605.36 682.50 1,595.00 11955.00 1,282.50 LL lbs 1,502.37 617.50 1,522.50 1,840.00 1,181.25 Max. DL+LL lbs 3,107.73 1,300.00 3,117.50 3,795.00 2,463.75 @ Right End DL lbs 1,574.64 682.50 1,595.00 1,955.00 1,282.50 LL lbs 1,473.13 617.50 1,522.50 1,840.00 1,181.25 Max. DL+LL lbs 3,047.77 1,300.00 3,117.50 3,795.00 2,463.75 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.082 -0.074 -0.116 -0.165 -0.175 L/Defl Ratio 1,536.3 2,095.1 1,504.1 835.5 924.1 Center LL DO in -0.077 -0.067 -0.110 -0.155 -0.161 L/Defl Ratio 1,641.2 2,315.7 1,575.7 887.7 1,003.4 Center Total Defl in -0.159 -0.142 -0.226 -0.321 -0.337 Location ft 5.208 6.500 7.250 5.750 6.750 L/Defl Ratio 793.5 1,099.9 769.5 430.4 481.1 MAR A P l;, �=� Z � • November 22, 2002 Tim and Vicky Knight 3000 Chico River Rd. Chico, CA 95928 • • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-570-015 Building Permit Number: 02-2984 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Indicate specifically where section view of building is taken. Section view is to be specific for all construction details -not a notation to see elsewhere on the plans. Provide a complete section view. ®2 Remove options from the plans, plans are to be specific. Provide attachment requirements for the stone veneer. rovide third plot plans, only two plot plans were submitted. Permit application indicates that you are living on this property. If so please sucure a permit for a temporary residence with clearance from the planning, building and health departments. STR,dCTURAL COMMENTS: Provide a complete gravity load analysis for all beams. Provide foundation design and show supports for all beams on the plans. d," The floor framing plan is to be specific for framing members you will specifically be using. The chart, as shown, will not be approved. Please provide specific members on the floor ;Taming plan. Provide a complete plan for ceiling joists. The chart, as shown, will not be approved. Please �. provide specific plan. All ceiling joists are to be supported. Provide a construction detail for 2) 23all areas of the roof which are not conventionally framed. Your roof framing plan is to be specific as to framing members. Provide specific member ,,sizes in their specific locations. A chart, as shown, will not be approved. Provide specific braced wall panel method. Braced wall methods are to be per the specifics of the code, not with additional requirements. (i.e. 8d nails are required, not 10d nails) the lods ok requirements for Hilti Kwic�olts= not correct per ICBO report -please provide the correct requirements if you plan on using them. Blocking is to be provided under and in line with interior braced wall panels. P -W (K e0aTS 8)'-' 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 Martha. 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. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 PON REVIEW RESPONSE IORM In order to expedite the review of your plans„n please complete the following information and rete this form with your re -submittal. L this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correction letter. `By others” is not considered a valid response. Please indicate yow response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WTrN RRnC&Fn ANn MMMUAI OWNERS NAME DATE: V, !tib �ti, r-- 1 z ASSESSORS PARCEL NUMBER PERMIT NUMBER ^ 2� $ T �;� � S -7.o— olS - • RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION'ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE'FOR PLAN CHECK LETTER D t PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: f COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # 4 RESPONSE BY: LOCATION ON PLANS/CALCS: -1 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �aiov"ss�,�SPS L1 �- �92Ac r� WA u- PAraarL A—vg-racgp, 4ea �Pu4k .�'� c-=d't iU 1 k,8 ...� �. ♦S apt. PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: ON ON PLANS/CALCS: BUILDING DIVISION COUNTY.;Q'F BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. AG a/—S%l0 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONIN 03 - O - 01-5 0 OWNER Vick U1614r PHOENO. s� 3ys- Y6l�I OWNER'S ADDRS If -73PSIC-U ► e- iA/ If Gly ► ca Ql 5 g LOCATION OF BUILDIN(vG 3000 c e_o I> 4/YhOA,- O(�GG�ctr� USE OF B ' DING r gr `_ r- 225 sq SIZE OF STRUCTURE -big I 1 %a S �� ' !7V 3y SOV X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING '5)b)±J1 ROOF COVERING cots► O5410e- '541A )e -r> FLOOR TYPE G0NG.r2i� ESTIMATED COST OF CONSTRUCTION $ /0, o00, ov AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 5! 0,� 1 -)-0 FRONT SIDES 'v REAR /'." AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will col"tact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 51340 Permit Fee - $60.00 Receipt No. 1,sy Signature of Owner —7 The above described AG Building is exempt Manager Building Divisio ` By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant COUNTY OF BUTTE-;�,DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNt r -" ER DRIVE; OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 a. m PERMIT APPLICATION DATA SHEET OWNER:'-" %iASSESSOR PARCEL ER: 039 j' Proposed E dms Use: 14K Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ,w Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. -Complete plans, 3/4 sets, signed by \ preparer of plans. ----------------------------------------------------- y ti ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05 '. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- Ot " r, '--� Q-`- f El 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------- ------------ -; a=--r-v -- 4 �. ❑ 8. Hazardous Material Form.---------------------------------------------------------------------==------------------ 0 9. -----------------❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ Fees of $ Impact fees as shown on the attached schedule. ------- California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate ------- ❑ 14. S'aiiitation and plot plan approval City of Chico plumbing permit. -- Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- E11. 7. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway construction approval prior to occupancy) 020. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- / 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ,ik ❑24. Letter of signature authorization.-------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------- } 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other:------- 7T,11"' ou issue the permit, pro s as ollows ❑ Mail to owner, ❑M/ aillto/contractor. phone _ , � and hold for pickup at C! f/W office. ❑ Deliver with inspector. Applicant: _ t '1 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:. Date: vett,.... �,...., r1,......-._..._. ".rr�,._.,.t"._-__• �---=--- T'--_,�__ _ •�� �_• ' C U_.L --- T U R E D n r � -µms _aT.r S"22sT 0 N E ° ,E]1 11 -131;6 111sn =M-iftwemra - I ---r mum Manufacturer's Installation Instructions Cultured Brick° Products Installation Instructions are available separately from your Dealer. Building Code requirements vary from area to area. Check with local authorities for Building Code requirements in your area. Carefully read all Installation Instructions before proceeding with your Cultured Stone® products application. Observe safety precautions. Cultured Stone® products are covered by a 50 -Year Limited Warranty when installed in accordance with the Manufacturer's Installation Instructions. See warranty on page 8. Estimating Stone Required Determine the amount of Cultured Stone® products needed by measuring the area to be covered. Measure the length times the height to arrive at the square footage of flat stone needed. Subtract square footage for window and door openings. Mea- sure the linear feet of outside corners to determine the amount of corner pieces needed. One linear foot of corner pieces cov- ers approximately 3/4 of a square foot of flat area. Subtract the flat area covered by the linear feet of corner pieces from the square footage of flat stone required. You may wish to obtain some extra stone to allow for cutting and trimming. Tools Required (Choose the tools required for your installation - see page 7 for illustrations and appropriate use.) Hammer or Staple Gun • Wheelbarrow & Hoe • Hock & Trowel • Mason's Trowel • Margin Trowel • Masonry, Circular, Table Saw or Grinder with Carborundum or Diamond Blade • Wide Mouth Nippers or Hatchet • Safety Glasses/Dust Mask • Level • Metal Jointing Tool or Wood Stick • Grout Bag • Whisk Broom Sundry Material Requirements A. MORTAR COMPONENTS 1. Premixed: Type N premixed mortar, or mortar mixed as per Table #2 on page 3. 2. ,Mortar color: iron oxide color (if desired). B. WEATHER -RESISTANT BARRIER Depending on local building code requirements, barrier shall be equal to U.B.C. Standard No. 14-1 for Kraft water- proof building paper or asphalt saturated rag felt or ASTM D 226, Type 1, No. 15 felt. Note: Weather -resistant barrier must be used on all exterior and interior mortar applications except for those over masonry, concrete or stucco. C. METAL LATH 1. Minimum 2.5 Ib. expanded metal lath (diamond mesh) galvanized. Black metal lath (rust inhibitive) may be used on interior applications. 2. or 18 gauge galvanized woven wire mesh. 3. For metal buildings & open stud construction - minimum 3.4 Ib. 3/8" rib expanded galvanized metal lath. 4. or other code accepted mesh or lath. D. FASTENERS 1. Galvanized nails, staples, concrete nails. 2. United States Gypsum Company's 1-1/4" type S-12 Pancake Head Super Tite screws. (Used for installation to metal surfaces.) E. MASONRY SEALER 1. Silane based breather type sealer (if required). Surface Preparation for Mortar Installations Using the chart below, determine the correct surface prepara- tion for your installation. • • • INTERIOR & EXTERIOR WALL SURFACE PREPARATION REQUIRED Rigid Backwall Cover Sheathing with a breather type weather Wallboard resistant barrier, lap joints 4" shingle fashion. Then, Plywood in accordance with local building code, lap and Paneling install lath or mesh using galvanized nails or Wall Sheathing staples 6" on center vertically, penetrating studs a Concrete Board minimum of 1 ". Continuously wrap weather - Polystyrene Insulation Board resistant barrier and metal lath a minimum of 16" installed over a rigid backwall around all outside and inside corners. (Fig. 1). Clean & Untreated No preparation needed. Examine newly poured Concrete concrete closely to ensure that its finished surface Masonry contains no release agents (form oil). If it does Stucco contain form oil, etch surface with muriatic acid, rinse thoroughly and/or score with a wire brush (Fig.3). Dirty, Painted or Sealed Sandblast or waterblast to original surface (remove Concrete, Masonry or sandblasting dust by washing) or securely attach Stucco lath. Metal Buildings Lap and install paperbacked 3/8" rib expanded metal lath to metal cladding supports of 20 ga. to 12 ga. using United States Gypsum Company s 1-1/4" type S-12 Pancake Head Super Tite screws. Screws must penetrate 3/8" beyond the inside face of metal surface. Screws are to be installed on centers equal to 1 screw/sq. ft. and shall not exceed 6" on center in one direction. Apply 1/2" to 3/4" scratch coat and allow to dry 48 hours (Fig.4). Open Studs Lap and install paperbacked metal lath to studs using nails which penetrate a minimum of 1" at 4" Polystyrene Insulation Board on center. Apply 1/2" to 3/4" scratch coat and allow Installed Over Open Studs to dry 48 hours (Fig. 2). Open Weatherer Resistant 1 I + Rigid Backwall .1L Barrier (Paper Backed Metal Lath) - _ Weather Resistant i Barrer - Mehl Lath PRO Metal Lath Scratch Coat Mortar l Cultured Stone —r Mortar —� _. Cultured Stone Product Product Figure 1 ` Figure 2 Concrete or Metal Building Masonry Surface Weather Resistant Barrier (Paper 46 Backed Metal Lath) Scratch Coat _ E - Mortar _ Mortar Cultured Stone' Cultured Stone Product Product Figure 3 Figure 4 • • • Watertable/Sill Installations Watertable/Sills provide a transition piece between a stone wainscot and other exterior finishes and for water runoff. They iscan also be used as a window sill. Install using galvanized metal support brackets or support strip fastened with galvanized nails or screws penetrating studs 1 II at a minimum of 16" O.C. Caulk and flash top of Watertable/Sill as required. Figure 5 Window Sill is WooO Suax Walor TadelS'� almre comvurnma nanasnro Figure W Wainscot a—. Inlorbr Flnha Par SMWWo p_c 2X4 SIW WAI111rtubra0) SnoaVd g Woaarer Raskunl Behar E..mriar Final Par $NOMIe c Wku RaaulrW Watarlatl0 GeNenrsW � Moral5m A —AnCepadry 5 LM,rF MMerS W, BW s -e" Installing Stone At Ground Level Keep the finished edge of the Cultured Stone® product a mini= mum of 4" above grade. Use a 2" X 4" leveling strip (straight- edge) (Figure 7 ). This will: • Provide a means of drainage • Avoid possible staining of the stone by soils containing alkali or other minerals • Achieve the look of natural stone that has been installed on a footing or foundation Finist 4° be—,wlIr Stone at exterior level Use a 2° x 4' leveling strip for a straight edge. Remove upon completion of stone work Leveling Stake Figure 7 Prepare Your Work Area Spread Cultured Stone® wall veneer out at the job site so you have a good variety of sizes, shapes, and colors to choose from. Plan for some variety and contrast in the overall design. Use small stones next to large ones, heavy -textured pieces next to smooth, thick stones next to thinner ones. Mixing Cultured Stone® wall veneer from different boxes during applica- tion will allow you to achieve a desirable balance of stones on your finished project. Mortar NOTE: WEATHER CONDITIONS If stone is being applied in hot or dry weather, the back of each piece should be moistened with a fine spray of water or a wet brush to adequately prevent excessive absorption of moisture from the mortar. If being installed over concrete, masonry or scratch coat substrate, the substrate surface area should also • be dampened before applying mortar. Applications should be protected from temperatures below freezing as mortar will not set up properly under such condi- tions. Do not use antifreeze compounds to lower the freezing point of mortar. A. MIXING MORTAR/GROUT t. Using Premixed Type N mortar or components from Table 2, mix to a firm, moist consistency. Mortar that is too dry and crumbly will not provide proper bond. Mortar that is too wet will be weak and messy. B. MORTAR COLOR Tinting mortar complements the color of the stone being in- stalled. Example: use tan mortar with earthtone stones. This will greatly enhance the appearance of the finished installation. Regular mortars can be tinted to complement your Cultured Stone® product using iron oxide pigments available from your dealer. C. APPLYING MORTAR TO PREPARED SURFACE AREA Using a plasterer's or mason's trowel (Figures 8 and 9), apply mortar 1/2" to 3/4" thick to prepared surface area. Do not spread more than a workable area (5 to 10 sq. ft.) so that mortar will not "set up" before stone is applied. Coo 0bc I ,'? ::;'• Hans •+,`:r ..,•.: Applying mortar using Applying mortar using Figure 8 a plasterer's trowel a mason's trowel Figure 9 Applying Cultured Stone° Products See page 5 for additional instructions concerning Pro -Fit Ledgestone®, Carolina Ledgestone & European Castle Stone. A. STARTING POINT Apply mortar and stone working from the bottom up or most stones can also be applied from the top down. Working from the top down may help avoid splashing previously applied stone with dripping mortar. Ledgestone types should be installed from the bottom up. B. JOINT WIDTH In order to obtain the most natural look, joints should be as narrow as possible, average should not exceed 1/2" in width. An attractive look can also be achieved by fitting stones tightly together if desired. C. SETTING THE STONES Press each stone into the mortar setting bed firmly enough to squeeze some mortar out around the stone's edges. Apply pressure to the stone to ensure a good bond. Ensure complete coverage between the mortar bed and back surface of the stone. Mortar may also be applied to the entire back of the stone (Figure 10). 11 Figure 10 Mortar applied to the entire back of the stone Care must be taken to avoid smearing mortar on surface of stone. Accidental smears should be removed using a whisk broom only after mortar has become crumbly. D. INSTALL CORNER PIECES FIRST If your application requires corner pieces, apply these first Notice that the corner pieces have a long and a short leg. Alternate these in opposite directions (Figure 11). Figure 11 Applying corners - alternating long and short legs in the opposite directions E. INSTALL FLAT PIECES After the corner pieces are in place, flat pieces are applied working toward the wall center (Figure 12). Figure 12 Applying Flat pieces F. KEEP YOUR MORTAR JOINTS CONSISTENT Place the individual stones close together creating uniform joints between them. Cut and trim as required to achieve consistent width in the mortar joints. Then trim and fit small pieces into any remaining voids (Figure 13). Figure 13 Position large pieces first, then trim and fit in smaller pieces G. CUTTING AND TRIMMING Stones can be cut and shaped for fit. Use wide mouth nippers or a hatchet (Figures 14 and 15). (Refer to page 2 - Tools Required). Some broken stones may be found in the box. These also may be used in filling gaps between large stones. For best finished appearance, coat cut or broken edges with mortar. If possible, position cut edges up when they are above eye level, down when below eye level. Always use safety glasses when cutting and trimming. Figure 14 Trimming with wide o'oa mouth nippers a• Figure 15 Trimming with a hatchet NOTES: LEVEL AND PLUMB JOINT LINES When applying Cobblefield®, Castle Stone, Limestone or Ledgestone, endeavor to maintain level and plumb joint lines. • Also, long rectangular pieces will look most natural if applied horizontally. RIVER ROCK & STREAM STONE When applying River Rock or Stream Stone, plan the place- ment of stones to minimize trimming and cutting to maintain the natural looking rounded shapes. LEDGESTONE TYPES When applying Ledgestone types keep joints as small as pos- sible to maintain a natural look and install from the bottom up. Strike joints deeply being careful not to expose the back edge of stones. See page 5 for additional instructions regarding Pro -Fit Ledgestone®, Carolina Ledgestone, and European Castle Stone. Grouting and Finishing Joints A. GROUTING JOINTS If additional mortar is required, use a grout bag to fill in joints (Figure 16). Care must be taken to avoid smearing mortar on surface of stone. Accidental smears should be removed only after mortar has become crumbly using a whisk broom or dry bristle brush. Never use a wet brush or wire brush. Figure 16 Grouting joints B. FINISHING JOINTS When the mortar joints have become firm or thumb -print dry (setting time will vary depending on wall surface and climatic conditions), they should be pointed up with a wood stick or metal jointing tool. Rake out excess mortar, compact and seal edges around stones (Figure 17). Careful attention to proper and even jointing will result in a professional looking finish. Figure 17 Finishing the job • C. CLEANING FINISHED JOB At the end of the work day, or when mortar is sufficiently set up, the finished job should be broomed or brushed to remove loose • mortar and to clean the face of the stone. A wet brush should never be used to treat the mortar joints as this will cause staining that will be difficult, or impossible, to remove. Do not use acid or acid base products. General Information CLEANING Dirt etc. may be removed by using a strong solution of granu- •lated soap or detergent and water with a bristle brush. Do not use a wire brush as it will cause damage to the surface. Rinse immediately with fresh water. For help with serious cleaning problems, contact your local dealer. Do not attempt to clean using acid or acid containing products. Do not clean with high pressure power washer. SALT AND DE-ICING CHEMICALS Because all concrete and masonry is vulnerable to damage by salt, Cultured Stone® products are not warranted against dam- age incurred from salt or other chemicals used to remove snow or ice. Do not use de-icing chemicals on areas immediately adjacent to a Cultured Stone® application. SCUFFING Scuffing occurs on all natural stone. Occasionally some scuff- ing will occur on the surface of Cultured Stone® products. This can enhance the natural appearance of your Cultured Stone® installation. Some scuff marks can be removed by cleaning as described above. EFFLORESCENCE Efflorescence is a water-soluble salt that is deposited on the surface of stucco, concrete, brick and other masonry products by the evaporation of water that has penetrated the wall. On rare occasions efflorescence will occur on Cultured Stone® products. To remove efflorescence, allow the stone to dry thoroughly, then scrub vigorously with a stiff bristle brush and •clean water. Rinse thoroughly - do not use a wire brush. For more difficult efflorescence problems, scrub thoroughly with a solution of 1 part white household vinegar to 5 parts water. Rinse thoroughly. For unusually difficult cleaning problems contact your local Cultured Stone® dealer. • SWIMMING POOLS Cultured Stone® products should not be used below water level as in swimming pool liners. Chlorine and other chemicals may discolor the Cultured Stone® products and other masonry materials. TOOLS REQUIRED Incorporate Good Building Practices BUILDING CODE REQUIREMENTS Building Code requirements vary from area to area. Check with local authorities for Building Code requirements in your area. Carefully read all, Installation Instructions before proceeding with your Cultured Stone® application. EXTERIOR APPLICATIONS Make sure that the application of Cultured Stone® products and the structure they are being applied to incorporate good building practices. Rigid, corrosion -resistant flashing shall be installed at all wall penetrations. Flashing type and locations shall be in accor- dance with the requirements of the applicable building code. On exterior applications, the incorrect installation or absence of flashing,.cant strips, gutters and downspouts may result in diversion of water run-off'onto finished surface areas. Masonry and other building products subjected to these conditions may develop staining, and when combined with severe freeze -thaw conditions, may eventually cause surface damage. The application of Cultured Stone® products under these conditions is not recom- mended. CAPPING OFF THE EXPOSED TOP OF EXTERIOR WALLS To achieve a finished architectural look on horizontal or sloping top areas of exterior walls, piers, retaining walls, or other sur- faces, the use of Cultured Stone® Capstones or a poured -in- place concrete cap must be used to provide adequate run-off protection to the wall areas. Caps should extend approximately 1" to 2" beyond the finished stone surface. Cultured Stone® corner pieces or flat pieces must not be used to cap walls. RETAINING WALLS All retaining walls must be water -proofed at the fill side. Wall construction should incorporate proper use of granular back fill and provisions for good drainage. A continuous longitudinal drain along the back of the wall set in drain rock is recom- mended. CHIMNEY CAP All chimney chases must be capped with a one-piece cap that extends 1" - 2" beyond the finished stone surface to pre- vent water from entering the wall system. Chimney or chase construction should incorporate proper flashing. Hammer/Staple Gun (Applying weather resistant barrier Metal Jointing 7ool/Wood Stick (Finishing joints) and/or metal lath) Masonry, Circular, Table Saw or Grinder with Carborundum or Diamond Blade �1'�\••'/± J^ Safety Glasses (Use when cutting stones) ' Mason's Trowel (Applying mortar) Margin Trowel (Applying masonry atlhesive) V./ Grout Bag Wide mouth Nippers/Hatchet (Trimming stone) Hock and Trowel Whisk Broom (Cleaning finished work) Dusl Mask • Level Wheel Barrow and Hoe (Mixing mortar) Code Acceptances, Reports;And Listings { Tested or listed by Underwriters Laboratories, Inc., City of Los Angeles RR23744, HUD Materials Release No. 691c, Texas Dept. of Insurance Product Evaluation EC -21, ICBO Report ER -5749, National Evaluation Service NER-358 (showing ac- ceptability to 2000 International Building Code, 2000 Interna- tional Residental Code, BOCA National Building Code/1999, 1999 Standard Building Code and 1997 Uniform Building Code) and Ontario BM EC Authorization #01-04-256. Trademarks and Patents "Cultured Stone®," "Cultured Stone Veneer®," "Cultured Brick®," "Stucc-O-Stone®," "Pro -Fit®," "Pro -Fit LedgestoneO," "CobblefieldO," "Desert Blend®," "Glacier®," "California Drift°", "C.S.V.°" and "StoneCADO" are registered trademarks of Cultured Stone - A Division of Owens Corning. Cultured" Stone° 50 -Year Limited Warranty Cultured Stone® products are covered for a period of 50 years from the date of purchase when used on a structure which conforms to local building codes and when installed in accordance with the manufacturer's instructions. Cultured Stone - A Division of Owens Corning will repair or provide, free -of -charge, new materials to replace any determined to be defective. This warranty is limited to the original purchaser and may not be transferred to any subsequent owner This warrantrdoes not cover damage resulting from: • Settlement of the building or other wall movement. • Contact with chemicals or paint. • Discoloration due to airborne contaminants. • Staining or oxidation. This warranty covers only manufacturing defects in Cultured Stone° manufactured stone products. Cultured Stone - A Division of Owens Corning is not responsible for labor costs incurred in removal and replacement of defective products. Hearthstones are not warranted for use on the ground or as a surface area subject to foot traffic. AUTHORIZED DEALER: CULTURED STONE - A DIVISION OF OWENS CORNING P.O. Box 270, Napa, CA 94559-0270 Tel: 800-255-1727 Fax: 707-255-5572 ©2002 Cultured Stone . A Division of Owens Corning Printed in U.S.A. CULTURED E -Mail: cltrdstn@owenscorming.com $T® Or for additional information, visit our lid website at http://www.culturedstone.com 9/02 9000 B84J • • E is Additional Instructions For Pro -Fit Ledgestone®, Carolina Ledgestone, and European Castle Stone FIT THE JOINTS TIGHTLY Install all these products with tight -fitted (mortarless) joints. Generally components should be placed butting each other and aligned for level and plumb. When installing with mortar, the backs of all these components must be wet. They should be noticeably damp, but free from surface water. Mortar must be tinted to match the color of the stone you are installing to help conceal the joint lines. A. STARTING POINT Products are applied starting from the bottom (first course) and working up. Start each course with the appropriate Ledgestone component or European Castle Stone. Continue horizontally and complete each course before starting the next. If required, cut the appropriate size component to fit at the end or top of the finish area (Figure 20). Frequently check the installation for level and alignment. B. INSTALL CORNER PIECES FIRST If your application requires corner pieces, start by installing a corner piece first followed by the adjoining flat pieces. Notice that the corner pieces have a long and short leg. Alternate these in opposite directions (Figure 18). Figure 18 Applying corner pieces - alternating long and short legs in the opposite direction (Carolina Ledgestone shown) C. SETTING THE STONES Press each stone into the mortar setting bed firmly enough to squeeze some mortar out around the mortar groove at the back edge of component. Apply pressure to the component to ensure a good bond. Check for level and plumb. Mortar may also be applied to the entire back of the stone. D. INSTALL FLAT PIECES After the first corner piece is in place, the adjoining flat pieces of each course or pattern are applied. Using a trowel, strike off the excess mortar around the edges of the component prior to placing the next component. This will allow the next adjacent component to fit tightly (see Figure 19). Choose the correct length component to ensure that vertical joints do not line up \Figure 19 Strike off extruded mortar from edge before placing next component (Pro -Fit Ledgestone®shown) G. CUTTING ANDiTRIMMING Vertical or horizontal'cuts can be made using a table saw, circular saw or small grinder equipped with a dry cutting diamond or carborundum blade (See Figure 20). Top of wall - -y` End of wall (Carolina Ledgestone shown) Figure 20 Small Grinder (left) p i Circular Saw (right) Cutting should be done outside as some dust will occur. SAFETY GLASSES AND A DUST MASK SHOULD ALWAYS BE WORN WHEN CUTTING ANY CULTURED STONE'H PRODUCTS. Stones can also be cut and shaped using wide- mouth nippers or a hatchet. ADDITIONAL INFORMATION ON CUTTING AND FITTING Finished Edges - Place finished edges at exposed areas. Cut Edges - Place cut edges within courses. FINISHING JOINTS The design simplicity of Pro -Fit Ledgestone®, Carolina Ledgestone, and European Castle Stone allows for easy instal- lation of components and provides a finished mortar -less joint between the stones. This reduces the time required for cutting, grouting and jointing. SURFACE CLEANING Care must be taken to avoid smearing mortar on the surface of components. Accidental smears should be removed with a whisk broom or dry bristle brush only after mortar has become crumbly. Do not use a wet brush or a wire brush. Careful attention to proper jointing will result in a professional looking finish. Do not use acid or acid base products. Installing Hearthstones Hearthstones are not recommended or warranted for exterior use or as a surface area subject to foot traffic. Terra Craft® Pavers are available from your dealer for patios, walkways, and driveways. A. PLACE MORTAR Place mortar 3/4" deep in 3 -inch wide strips 1 inch apart on prepared surface (Figure 21). Figure 21 3 Placing Mortar for �:. Hearthstone Installation B. INSTALL HEARTHSTONES Place the first Hearthstone on to the mortar bed and level (Figure 22). Place adjacent Hearthstones, aligning and leveling with the first piece. If joints need additional mortar, fill joints using a grout bag. Tool and finish joints following previous instructions under "Grouting and Finishing Joints". Ensure Hearthstones are set in a complete bed of mortar. Figure 22 Placing Hearthstone C. CUTTING AND TRIMMING HEARTHSTONES Hearthstones can be cut as required using a circular saw fitted with a carborundum or diamond blade or using a mason's brick or tile saw. Place finished edges at exposed areas. NOTES: HEARTHSTONE INSTALLATION U.L. LISTED Cultured Stone® and hearth products are made from noncom- bustible materials (U.L. Listing #209T). They are listed by Un- derwriters Laboratories, Inc. for use as floor protectors and wall shields with stoves and on fireplace hearths. If complying to U.L. Listing, mortar joints must not exceed 1/2" in width and the mortar must be even with the top of the hearth surface. RAISED HEARTH Do not cantilever or extend Hearthstones more than 1-1/2" be- yond direct support. When grouting the extended portion of a cantilevered Hearthstone, bring the grout to the front edge. Push a long galvanized nail horizontally into the grout to add support, then cover the nail with mortar. SEALING FIREPLACES/HEARTHS If desired, sealing the Cultured Stone® facing or hearth of a fireplace installation will assist in the removal of smoke and soot stains should they occur. Typical Installations: WOOD FRAME: In sequence: (1) sheathing, (2) weather -resistant barrier, (3) galvanized metal lath, (4) mortar, (5) Cultured Stone, (6) mortarjoint. RIGID FOAM INSULATION: In sequence: (1) rigid foam insulation, (2) weather-resstant barrier, (3) metal lath, (4) scratch coat, (5) mortar setting bed, (6) Cultured Stone, (7) mortar joint. I tri Ia�Y�] ► I.1 <'I�] :Id�P. L�3 1 � tr In sequence: (1) mortar applied directly to untreated, unpainted masonry, concrete or stucco, (2) Cultured Stone, (3) mortar joint. CORNER PREPARATION: • Weather -resistant barrier and galvanized metal lath must continuously lap a minimum of 16" beyond outside and inside comers. Lap materials 4" on horizontal and vertical joints. (1) wall substrate, (2) weather -resistant barrier, (3) metal lath. PROJECT PROCESSING RECORD Applicant: l Owner: A.P. ! : (0 3%' 570 0 Permit #: Work Description: Date Description of Step or Status If -Z-& . (I 75 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY � , Owner: Building Permit Number: U2 Plans Examiner: Martha Christy A. P. Number: GENERAL: 1. Zoning requirements — (number of permitted living units). C��j G 2. Plans signed by the designer. J 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2, 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). �� Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). �9. Water heaters wluch depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath 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 a bedroom, or in / a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). .4,V Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). y�. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes / (Uniform Building Code section 312.4). ,,k3. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). l�! Smoke detectors (Uniform Building Code section 310.9.1). y Page 1 of 2 15. Water closet clearances ((Jniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. tFoundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). loor construction details complete enough to construct building. levations and wall construction details complete enough to construct building.oof construction details complete enough to construct building. t0.,fireplace construction details and calculations if necessary. arage door header size(s). orch header size(s). Typical header size(s). 12. Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. O.net If the area below the lowest floor is fully enclosed, than a rninimurn of two openings are required with a total area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. / Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick orstone veneer (Uniform Building Code section 1403). 4 Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5 Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation — protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10 Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 Sent By: BUTTE CO ENVIRONMENTALHEALTH; TO: Building Department FROM: Environmental Health SUBJECT; Sanitation Clearance 530 895 6512; Apr -17-03 9:26AM; Page 1/1 1-0. us;o.Kr Net New Ander Neer Na A SAI lr' `t- �i�!/('� r �� t _. 634. 1-22 _.,,7L Owner Location APO !� Plan Approved for: Sewage Disposal � Vllatei Supply- PP Y Public — Private Well Clearance for — dwelling: Other _ _ . -^ i Hold final for: Final clearance O.K. for: NOTE' _ r r r Ar. .. / .� r• Environmental Health Specialist Date 8/96 ��— / BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Address: I Phone Number: Other Comments: T1 � 4; 41 t . ....... ..... . hapector most draw a plot plan with &H building locations: Additional comments from Inspector: 2 0 1-950100011Q.- kkqin Assessor Name Asmt # 039-570-015-000 Fee # 039-570-015-000 1KNIGHT TIMOTHY D Status JACTIVE S takus Date Addr1 P O BOX 6031 Tax 000INORMAL OWNERSHIP TRA1062-022 Addr2 CH I CQ CA 9592 -6031 Situs 3000 CH I CO RIVER RD CH I CO Addr3 Base D t 12/31 /2001 Addr Land 111,650 F Timber-Preserve Structure 62000 � AgPres , Comments IREMAP FROM 042-230-015-000 - Ekal Fixtures 0G rooming 0 Creaking D oc#1 19778 2242331 Dake ry—o N otes Current D oc# 2001 R 0014575 Dake14/13/2001 � Bonds Total LSI 173,690 0 Killing Doc# Date � multi Situs Fix. R F Flag1 MH PP 0 Asmt D esc PT N LOT 77 S uplCnk F F Flagg PP 0 Zoning JA10 D well F__ F 910 MH Exemptl 0 Acres/S g Ft 2.5 N /C9 � Asmt PP Pen Net 1 X3,690 ..6j03 Tax PP Pen R �C# F Appeal Pending T /R D t [F Split Pending R /C S leak PHY OWN EXP TAX HON ATT SIT ,SPR PRL f' Find TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H�USE —ONLY Not Plan Attached V Roar Plan Attached Sentto B.C. -7- kVA &N h Owner Location AP# Plan Approved for: Sewage Disposal !i Water Supply: Public Private Well Clearance for dwelling. Other Hold final fQr.; A� Environmental Health Specialist Date 8/96 ATIN LARRY PAIMM S - DI 7 t ❑ CONDITIONALLY APPROVED WA ► 1hyd q' ►. J Owners Name: / Owners Address: Building Site Address: ICo f N c1�. Date: 5-0-01 AM Q3,� — 5,70 —0 Parcel Acreage: 2— 1 S A Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Horne �FD ❑ Residential Accessory C1 2nd Dweldrg ❑ Multl-Famfly >2 units per parcel Setk Well : ❑ 00w 10 Zone District: /4—Date of Zoning OrdIrwce:. General Plan: C . Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, dxecc use Minimum Acreage: • Nitrate Action Plan ® No ❑ Yes No Violation Area El Yes Specific Plan 2 No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset ® No E] Yes, check use Enterprise Zone Floodplain No ❑ Yes Zone: 'x_ t' Panel Number: No Yes ❑ Watershed Protection Zone Proposed Use Complies With: (N General Plan ® Zoning Proposed Use'Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes • ❑ Map Date of Recording: Lot: Block: Book: Page:. - . Conditions That Must be Met Prior to Issuance of Pemdt: . ._... ❑ Verifj► legal Parol ❑ Vertfy Aooess ❑ Provide Creation Geed ❑ Comply with condition no. of aonditlons of approval for the . ❑ Obtain a Certincate of Compliance (See Planning Mislon for application). • ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot line Adjustment). ❑ Comply with Oki subdivision Lot Ordinance (Maps Recorded Prior tD Book 17 of Maps Page 23). ❑ Construct road to General Comments:. ®K ❑ Meet parcel size required by none ❑ Meet cement EHD requirements. U C=) z p z �' Environmental Healtll Issues: No Septic Permit Review: Ag iaft �e Affm t* Required ❑ No ❑ Yes N W Z ' Well Permit Review: Designated Well Site No Yes ❑ ❑ '- Land Development Review: Drainage Plan (Com/Ind/Multl) ❑ No ❑ Yes � a Parcel Created by: — Deeds Date of aeatlon: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Requtred: ❑ No ❑ Yes Pamd Fronbge on Pubody Maintained Road: ❑ No ❑ Yes, Road Name: CompBes .with Canty Standards ibr Deed 0eatlon: Comments: ❑ NO ❑ Yes ❑ Map Date of Recording: Lot: Block: Book: Page:. - . Conditions That Must be Met Prior to Issuance of Pemdt: . ._... ❑ Verifj► legal Parol ❑ Vertfy Aooess ❑ Provide Creation Geed ❑ Comply with condition no. of aonditlons of approval for the . ❑ Obtain a Certincate of Compliance (See Planning Mislon for application). • ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot line Adjustment). ❑ Comply with Oki subdivision Lot Ordinance (Maps Recorded Prior tD Book 17 of Maps Page 23). ❑ Construct road to General Comments:. ®K ❑ Meet parcel size required by none ❑ Meet cement EHD requirements. Y �n'ti+s".a��'�'�, �![ �:;'�:�7`t�s' .. , ., e.,�v...,.,,w--sC, . •r.. �..4�.- ..> v+..t., -- ., --;n 1 Y . .a 039-576-015 01-1658 KNIGHT, TIM k- 3000 CHICO RIVER RD. CHICO CONT: OWNER TEMP POWER POLE FOR LOT DEV A w, ... ,_ .. r a+• ...... _•r� h. ,.* ; �. "A i+. . — '`7 --• -. -- --.a...w,y�.��{,�:a. ,U,, 1�.',•gM1S(oy'..„,,,,�- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 536-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT C � �� ��— ASSESSORPARCEL N� 3 -�0�� t ZONING - BUILDING PERMIT OWNERSO. . 4. Ick" r�,r i T3 4 5� I FT. OCC. BUILDING VALUATION OWNERS MAJUNG f1D,DRESS , U 1 v 7 .�-� CONTRACTOR'S NAME n� TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 1 Fireplace LENDER'S MAILING ADDRESS Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS — I �' ` l/iC\ /JQJ^[AA rd Energy Plan Checking Fee $ 4. PERMIT FEE S LOT NO. SUBDIVISIONS NAME - - PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE '* - n SF ❑ Duplex ❑ Mobilehome JV Other �/'�"�¢��'(�(.dJP.� �t sPEaIFr Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK �❑ jiUtitilivties .❑ Installation New ❑ Addition ❑`'�Remodel �❑� Other ❑ Describe 'Work: �c.1,,LX�+' h,%i i t c�w�fv � _2 bb n,� , „ u -)t -1t [> 1.� ( �l 'iJ� I.VI�r'l '� Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V F1 LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class l'G ✓ a Lic. No. S I d 3 O S OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 insilance carrier and policy number are: Carrier C 4.1 C, f'U4111, Policy Numbe d C_ / 'a �%/'),I (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 1 �� DateT lam_ Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatiohs over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO IOooA 46.00 NEW CONST. DWELLING OCCUP. S° W OR ADDNS. ( a ACC. BLOS. 3.5QFT; tNjpµRE°gID MULTI•0UTLET 97.50 PowER APPARATUS a SINGLE OUTLET CTR. Ex. Occup.ovrLEroRFocruREs 20'.00 BAL SO Ex. Occu . O� PED AM 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ (J MECHANICAL PERMIT Fling Fee e�o.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occcoNs TYPE TOTAL FEE $ 4 3 HAZ. D FEES IMP V FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By _ y LJ f �j PERMIT EXPIRES ON T the applicable provisions Resolutions to do work been paid. Date ' �- - ate ReceiptNo. 4 Co - 93, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT C/ /�I V _ RESIDENTIAL PERMIT NO. PERMIT EXPIRES OWNER l+CONTR. ,ASSESSOR PARCEL 0-3 - 9-70- ell 1 LOCATION —,/ ��/Q/'► r G U �//[a c� r OFFICE COPY Address- GAS co Date Mete y ELECTRIC Date 7r l-01 Meter B�F� �� 41 h/ — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole — Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E — JOB FINALED (Date) . Signature CHECKED BY V=OK O = Not OK NotRy Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-FalkCiO-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;/ /'L'ft. / /Nat. or/ /'L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vahe Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dept)Spacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. • Fnng.; Sils-AnchorsStuds-Rttrs-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/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable . = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope RESIDENTIAL (Single &Duplex) 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth S. 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/0 -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. Pienums & 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Bo es & No. of Conductors Stapled 26. Romex kstalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral [] Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. 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 (Plans) OK except ft 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop4ns. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive 0 Yes p NoAValks Q Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: DATE: ? ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: <\ /UI l SEPTIC: WELL:. r Aft ®3�5�.-o ADDRESS/LOCATION:30a0 Comments: GUmemosheleasehold V" , , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT c f /lp ASSESSOR PARCEL NU EA3cf, 5?O-D'57 ZONING BUILDING PERMIT OWNER . • I E T3E HON51 SO. FT. OCC. BUILDING VALUATION OWNERS MA RES 1 6 CONTRACTOR'S' NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 306 ?,ARA rd Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome j ( Other 1 sPECIPv Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Pew Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S FdEW Q20.00 PERMIT FEE S p O K I� �- 0-9 ll ELECTRICAL PERMIT Fling Fee 20.00 , 600V LE ) Main Service 200.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class &eAl 11 Lic. No. 510 3 ®S OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insgance carrier and policy number are: Carrier �1'C? i fVti� 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X j Date�S�D 1 _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO t000A 46.00 NEW CONST. DW ElLNO OCCUP. SO OR ADDNS. ( a ACC. S.3.50 Fr. �µR61D T. MULTI.OUTLETas @7,50 POWER APPARATUS a SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET OR MIXTURES BAL .SO % 1. Ex. Occup..OUTLETS�ESID,OEA 5.00 Temporary Service 23.00 L3i Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ Q MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ c " Co TYPE _ TOTAL FEE $ 3 , 00 HAZ. D. F IMP I FLOOD CDF I PARC0.PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat bove for which fees have been paid. By Date —5-0 PERMIT EXPIRES ON ate Receipt No. W WHITE-D.D.S.-B.D. CANARY• SS SOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 n o 1z Z7m Y o - M - ® _M �n w i o SITE PLAN FOR: TIMI KNIGHT .\,%Orr OPNIA CHICO e 117 � kz Date: Revision P 20 Declaration Drive Chico, California 95973 Civil En ineers.,Surve' Ors Phone: (530) 893-1600 Fax: (530) 893-2113 '� Web Site: www.northstareng.com Chico, California n o 1z Z7m o M - EL CO o �, SITE PLAN FOR: TIMI KNIGHT .\,%Orr OPNIA CHICO e 117 � kz Date: Revision P 20 Declaration Drive Chico, California 95973 Civil En ineers.,Surve' Ors Phone: (530) 893-1600 Fax: (530) 893-2113 '� Web Site: www.northstareng.com Chico, California ® EATING BAR ® MEDICINE CABINET Q GAS FIREPLACE W/ HEARTH ® PANTRY MIRROR FRAMELESS INSTALL PER MFR. SPECS.. FACTORY -BUILT FIREPLACES SHALL BE PERMANENTLYEQUIPPED WITH AN EPA CERTIFIED INSERT OR SHALL • [ice Q TRASH COMPACTOR FACE FRAME LINEN CABINET W/ -SHELVES. ®WATER HEATER WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST BE PERMANENTLY LABELED SHOWING IT MEETS EPA EMISSION LIMITS. HEARTH EXTENSIONS ARE TO BE INSTALLED PER MFR SPECS. Q WASHING SPACE. PROVIDE RECESSED HO)T, COLD WATER STUB Q WASTE HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION' STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER KEYNOTES FLOOR PLAN � F EN�"I ONS" . 041 i'AL HEALTH ' � Q ®D15H DOUBLE SINK W/ GARBAGE DISPOSAL WASHER W/ DRAIN TO DISPOSAL. PRZOViDE AIR GAP. Q f LAUNDRY SINK ®. ONE HOUR FIREWALL ALL LIVING SPACES MUST BE SEPARATED FROM GARAGE SPACES SCALE=1/4"=t'-0" A APA R.. ©RANGE W/ HOOD ®8'-0" TUB � SHOWER W/ SAFTEY GLASS ENCLOSURE W/ TOWEL BAR AND WAINSCOT. CE A ONE HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE F THIS ASSEMBLY. ICINGS A PART O t5 A5 Y. USE 5/8" TYPE 'X' GYP. BO. NOT EXCEED 14'-O". . o_ • ®. REFRIGERATOR SPACE WITH GOLD WATEt�Z STUB. Q SHOWER. INSTALL CEMENT -FIBER BOARD BACKING TO A HEIGHT OF .ARE BD. 22"x30" ATTIC ACCESS �� �� ACGE55 OPENING SHALL NOT BE LESS THAN 22 BY 30 I CHIC®, CALIFORNIA © FREEZER V -O" MIN. ABOVE DRAIN INLET BEHIND ALL CERAMIC TILE FINISHES ® 13/g" THICK SOLID CORE WOOD DOOR W/CLOSER WATER HEATER EQUIPMENT SHALL B`E CERTIFIED BY CFTC. L ITEMS THAT. ARE LISTED MAY OR MAY NOT OCCUR ON THIS FLOOR PLAN. ®MICROWAVE IN THE SHOWER. ENTERTAINMENT CENTER ONLY ITEMS THAT ARE KEYED ON THE PLAN ITSELF ARE REQUIRED. s%. f E Q DOUBLE OVEN ®JACUZZI TUB � BOOK SHELF'S ® EATING BAR ® MEDICINE CABINET Q GAS FIREPLACE W/ HEARTH ® PANTRY MIRROR FRAMELESS INSTALL PER MFR. SPECS.. FACTORY -BUILT FIREPLACES SHALL BE PERMANENTLYEQUIPPED WITH AN EPA CERTIFIED INSERT OR SHALL • [ice Q TRASH COMPACTOR FACE FRAME LINEN CABINET W/ -SHELVES. ®WATER HEATER WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST BE PERMANENTLY LABELED SHOWING IT MEETS EPA EMISSION LIMITS. HEARTH EXTENSIONS ARE TO BE INSTALLED PER MFR SPECS. Q WASHING SPACE. PROVIDE RECESSED HO)T, COLD WATER STUB Q WASTE HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION' STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ®WOOD STOVE W/iARTH FLOOR PLAN p LINE. DRYER ONE-THIRD.. A MINIMUM DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. INSTALL PER MFR. SPECS. WOOD STOYES SHALL BE EPA CERTIFIED. TOTAL 5Q. FT. = 2209 SCALE=1/4"=t'-0" EXHAUST DUCTS SHALL BE EQUIPPED WITCH A BACK DRAFT -DAMPER. THE TOTAL COMBINED HORIZONTAL ANO VERTICAL LENGTH SHALL WATER HEATER OPENINGS SHALL BE LOCATED 50 THAT ONE HEARTH EXTENSIONS ARE TO BE INSTALLED PER MFR. SPECS. CLOSET PORCH 5Q. FT. = 236 NOT EXCEED 14'-O". COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER 12" AND THE REQUIRED COMBUSTION AIR DUCTS LINEN ®SINK - GARAGE 5Q. FT. _ 120 !4 22"x30" ATTIC ACCESS �� �� ACGE55 OPENING SHALL NOT BE LESS THAN 22 BY 30 LOWER 12" OF THE ENCLOSURE. SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. NOTE: 7HE ATTIC AND SHALL BE LOCATED 1N A CORRIDOR, HALLWAY OR OTHER WATER HEATER EQUIPMENT SHALL B`E CERTIFIED BY CFTC. L ITEMS THAT. ARE LISTED MAY OR MAY NOT OCCUR ON THIS FLOOR PLAN. READILY ACCESSIBLE LOCATION. 30' MItNIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL 15E PROVIDED AT OR ABOVE 22 CLOSET •W SHELF a POLE / ONLY ITEMS THAT ARE KEYED ON THE PLAN ITSELF ARE REQUIRED. THE ACCESS OPENING. T m ,I z b 0" BUILDING SETBACK LINE mo m - 30 >z m z m I Dm r1 > / �E O m U3 �E o ©m _ i mE a - I 50' ?3 o . ty co 6 7 0 Q � a I� A CCA) o su .a 1 CO -uV 4 N � o m I b C r -4 m IT! i�rzc .a. n� n O m b 0" BUILDING SETBACK LINE mo m - 30 >z m z m I Dm r1 > / �E O m U3 �E o ©m _ i mE a - I 50' o d ty co 6 7 0 � a I� —� CCA) o 1 CO -uV 4 N O(17- Dater Revision 363'-0" 20 Declaration Drive ., . Chico, California 95973 Civil Endheers.. rV ors Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com Chico.. California 50' O I� 1 CO m W z i. O(17- m I 0 C z -4 m ..fit i�rzc n _ n� n m m _4 CD17- zI m I n v I fz I � I I L _ — — — 10' BUILDING SETBACK LINE I Dater Revision 363'-0" 20 Declaration Drive ., . Chico, California 95973 Civil Endheers.. rV ors Phone: (530) 893-1600 Fax: (530) 893-2113 Web Site: www.northstareng.com Chico.. California i a 32'-2"