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Home My WebLink About055-300-115055-30-0- • 93-894 B, P. E, M CARROLL, Michael & Karen ��,, 5001 Ravelle Court, Paradise/ 9 �rV(new single ,family) John Hosford 41-'055=301'0=077 p-. CARROLL, MICHAEL & KAREN 93-2006°B II t� c...a: 5001 RAVELLE CT, PARADISE CONTR: JOHN HOSFORD/%� u DETACHED SHOP BLDG �I I� 11 r C. U , �M i 0 I U 4 f 7 ` �, , = .�,;�-, D — ;;fes="•I=;sup+' "f �pp G W a IF .k M RIESIgENTIA4 055-30-0-077port CARROLL 93-894 B,P,E,M ` , Michael & Karen 5001 Ravelle Court, Paradise (new single family, John Hosford Aw ra iz,& 48,o 4 CA Go v Is -FA W q -y OFFICE COPY :T Socv i , i GAS IJ Meter By Date l2 l- ' ELECT RI - %L Meter By Date OFFICE COPY Address 5 00 1 9Atf f.C.('f C014r Tom)-,ba-ygZj po �A- GAS i Meter By �— Date ELECTRIC Meter Bye Date I JPS FINALED (Pats) • Signature., i V=OK O• = Not OK Not yable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -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. Exits; Insp.-Sketch 10. Cert. of Occupancy 4 � MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -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. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-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-Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test t r V=OK , 0' Nat OK Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date/Initials UND RFLOOR Plans OK except #'s Zoning -Setbacks -Easements -Flood -Slope Mein; Soils-Elec. Grnd.-/ P' Fig. Depth (KFtg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Fig. Depth 12�.Stpmwalls, Main; Steel-Blockouts-Wrapped jj�Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors c� 21 3 Slab; Steel -Wrapped CyAo-ef �y 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 1, . Water Pipe; Test -Anchor -Regulator -Service Test 12.E ctric; Underground 1 Pienums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16.. Insulation Date/initials PLUMPING Permit OK except #'s ter Htr.; Vent -Access -Combustion Air -Baffle W ter Pipe; Test & Anchor -Nall Protection . D.W.V.; Test -Fittings & Anchor -Nail Protection 1'!! GMwer Pan; Test, First Floor -Tub Access 2A -*est Tub & Shower, Second Floor -Tub Access 17<Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s g2!Mxture & Transformer Clearance -Ins. Protection 8' Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled 26'Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water tN." 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 2"ange Circ. / & ga. or AI -Oven Circ. / / ga. Cu or AI. Insulated Neutral ❑ Yes A No 30. Service -Riser Conductors & Ground -Main Disconnect 3"quip. Clearances Panels -Motors -Meth. Equip. 3:a,ltIothes Closet Light -Shower Light -Spa Light 3 . Smoke Detector 11-8A3 C -G Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 3FlVent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) Q*except #'s 4i Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4,fi Bearing Wells over Girders & Floor Nailing W Stop in Walls (rat proof) pre Stops; Furred Ceilings --Staff _se Tub Date/Initials FRAMING (Continued) . 46, g. Joist-Rftr. ties-Purlin— oof Brac-Truss-Shthng.-R�X- (4'1�j FiOplace Ties ortype lue ireolace Throa laac crafi e ) Attic Access; Size 4r Rome r ctlo raft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hat. & Dimensions WGarage Fire Protection Framing �P,'P'roperty Line Firewall & Openings ext. Doors -One 3' -Check Garage -3rd Story2 Exits -)C-53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 94!$lywood on Roof Overhang -Attic Vents -Rafter Outriggers y!Siding-Nailing Veneer 56-6tacco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57"Glazing Area -Glass Protection -Skylights -Plastic W. 81 ear Walls; Nailing -Bolts Insulation -Walls Ceilingsg`l� 60. Infiltration -Walls -Windows Date/Initials FINAL Plans OK except #'a Ext. Steps -Door & Sidelight Protection -Landings 62-3—moke Detector furnace; Vents -Clearance -Comb. Air-Connector- Jn Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa _ Elec. Trim & Subpanel; Breaker Sizes La 1 $iStairs & Rails $fi.'Fireplace or Stove; Clearances -Hearth 66'Elec. Outlets at Wood Panel; Int. & Ext. .Fixt. & Appliance; Grnd :Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 5IGarage Fire Door, Swing -Landing -Closer 1'3-Xt. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 0!Ib., Elec. & Mach. Equip. Listed for Location ft. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Insulation -Foam -Looked in Attic ❑ Yes Guard Rails & Deck Construction -Post Caps . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 8d' Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No f 2ucco; Brown -Finish . A.C. Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings Water Well; Disconnect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground Vfjntilation Throughout House Glas rotection 8 rections from Previous Inspections 1b9 Gas Test -Meters Tagged; Gas -Electric 9 . Vyater & Sewer Connected -C/O to Grade -HD Approval 91"Energy Compliance Certificate -Other Certificates Comments at Final: i-s-jy-CiY COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE CAiZP- 93- sly OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date ' — Jr" C? Y Inspector /J M COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE C. SADLc-93- 89 q OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 12"-"Vh Q- Z If t^_t SAa AA1 P4 7 4 Pf. R " FI- '- r V QQ-oTiCT �Z-sm4_r WAJ ro" Arclr Aecfs-,, ramiiN��rlw�mw�v"� Date I I - 8 . q_3 Inspector a QA a=n'L Owner: Permit No. ENERGY CERTIF ICAT ION 5001 Navelle Ct:, Paradise, Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness (incites) EXTERIOR WALL Material ' FIBERGLASS BATTS Thickness(inches) 3 5/8" Brand Name Thermal Resistance (R Value) Brand Name MANVILLE:-SCHULLE:R Thermal Resistance(R Value) R13 CEILING Batt or Blanket Type FIBERGLASS BATTS Brand Name MANVILLE-SCHULLE.R Thickness(inches) 9z" Thermal Resistance(R Value) R30 Loose Fill Type FIBERGLASS Brand Name CE:RTAINTE:E:D Minimum Thicknesl(Inches)12�— Number of Bags 31 Wt. per bag 35 lb. Area covered(ft. ) 1500 Thermal Resistance(R Value) R30 FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness(inches) 61" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name MANVILLE-SHULLER Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy RequLrements., LOERKE INSULATION CO., INC. 4991.50 FI NAME/OWNER w STATE CONTRACTORS LICENSE NO. January 3. 1994 SIGMA E OF INSTALLATION IFLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices -and materials.are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER le e nt) STATE CONTRAC ORAS LICENSE NO. GNATURE OF QE CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 r f COUNTY OF BUTTE - DEFARTMENT OF PUBLIC S PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 16/538 541. ��_ 57� APPLICATION ANDf PERMIT Q ASSESSOR PARCEL NUMBER q55-30-121-077 PORT ZONING _ _ BUILDING PERMIT O WNE CAIRROT.T. (51W TELEPHONE 439-2224 SQ, FT. OCC.1 BUILDING VALUAT19 OWN S NG ADDRESS WAY' PTTTBITRG, CONT A 'SNAMORE TELEPHONE 872-1141 $87,210 528 M 9,504 AL0 C 5,460 CON ORMA L cmAci LAW VISTA WAY, PARADISE, O 588 Fireplace"All 1 500 T$-11(04,262 CONSTRUCTION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee $ 615.00 Plan Checking Fee $ 307.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS Permit fee $ q57.50 7•CO PARADISE, CA PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 2 SUBDIVISION NAME 1 PARCEL MAP 129-84 Water piping 7.00 7 nn Each qas water heater or vent 7.00 USE OF STRUCTURE SFQ Duplex❑ Mobilehome❑ Other SPECIFY 7 00 Gas piping system 1 - 5 outlets 5.00 5 00 Building sewer 15.00 Mobile Home Is G W @ 15.00 TYPE OF WORK New ®X Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: SINGLE FAMILY: 3 BEDROOM. Permit Fee $ 104.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 18.50 CONTRACTORS LICENSE LAW I de la under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Code andel m license is in full force and effect. License No. tr< ,0 ` Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El 1, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. ( DWELLING OCCUP.&) 3.64sq.ft. 75.00 OR ADONS. ACC. BLDGS. // NEW CONSTR. ULTI.OUTLET @ 5.00 NON-RESID BRANCH CIRCUITS) (POWER (POWER APPARATUS el OUTLET CIR, / Ex. Occup(OUTLETS OR FIXTURES 2076 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 t I Permit Fee $ 123.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filirig Fee 15.00 Heating Cooling 31 11.00 Hood 6.50 Ventilation I Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indem i y and keep harmless the County'of Butte against all liabilitie d nts S and expenses which may in a w accrue against in s e of the granting of thi p rm' X Date 7� si afore of Applicant Owner ❑ Contractor Agent n OSHA permit is required for excavations overf5 0'_ p and demolition or construct- on of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ R-3 CONST TYPE VI TOTAL FEE $ 1,27 0 HAz -- OFEES X IMP X FLOOD XX cOF PARCEL XX PD o Issu This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been p id. DIR TR IC WORKS p By Date 4 e A25 PERMIT EXPIRES Date Receipt No. 129777 WHITE -D. P. W., YELLOW-ASS[$90R, PINK -INSPECTOR. GOLDENROD -APPLICANT • � �+ .r..t ••„ -••. .lam ,....• ,�,+.,ti.t�,�. � -.'" � �.. �...,�� .�,r . � ��..+t.....--.r*-f"�}!. _.•••f+. � ...-.r.•.. :�..... - COUNTYOFBUTTE - DEPARTMENT OFDEVELOPMENT SERVECE - BUILDING DIVISION 7COUNTY,CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TEL PHO E (916) 53877541 PERMIT APPLICATION. DATA SHEET OWNER 0.1 {2 got _ LJ A. P. -49 - 3a / -o Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ........ .................. 6. Energy Design Compliance and supporting documentation. ................... "-Statement of Intent for Non -Heated and A/C Buildings'. :: 8. Engineered truss details and layout 'in duplicate (required' prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2"sets. ........... Feesof $...,,.. . :.............................. . Impact fees as shown on attached schedule. ............................. . 2. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer.. . 4. Sanitation and plot plan approval Health Department . ............ 9 15. City of Chico plumbing permit. ......... .r....' .... . • • • • • • • • • • 16. Plot plan and business license approval,from City of Biggs/Gridley. .* ........... 17. Planning approval for (A) Use:- (B). Parking: . ......... 18. Contact Land Development about (A)flmprovements (B) Drainage. ........ . rbriveway permit (construction approval required prior to occupancy). .. .. ...SK:3P on = <, c uest 20. Pre -inspection for required. ..�si1e g nspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner ,Mail to owner) ..........:: 4" Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed ; and (B) Parcel meets zoning area and frontage requirements . ............... Tt Existing violations/expired permits . ...::::::::::::::::::::::::::::::::::: � it Plan check list. Wh n yourt"ssut the permit, process as follows: Mail to owner. Mail to contractor. Telephon6ZI 14/ and hold for pickup at -?,Ar1% A.- office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date - Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to per i uance: (Ci I e not c 1. Index permit for above items No. 1A j 2. Additional items required: Contractor, designer, owner, was advised of above required data by _L --phone _ mail Counter b _ ate Contractor, designer, owner, was advised of above required data by _ phone _ mail Cou ter by_ Date Plans checked by Date —� % Plans approved by Date Sets of plans on hold in File abi iet AP folder Copy - Department of Public Works 01 AIV • COUNTY OF BUTTE TO Building Department BUILDING DEPT FROM: Encroachment Permit Section APR fl 1993 RE: Driveway Clearance owner , location 0 s5 -3v-77 A Driveway permit/LD/! °� iZ Pi�GGCPi� has been issued 'for the above property. date s ature RESIDENTIAL PLAN CHECKING GUIDE 8/91 UPLE.Y & MISC. ONLY) G Bldg. Permit l OWNER A.P. O GE*tERAL Plan Checker c " 0 Zoning requirements: (sideyar.ds and number of permitted living units). •2.�aluation. �ans signed by designer. Proper description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. Complete parcel size and dimensions. / Setbacks, sideyards, easements, etc. / Other buildings or structures. f Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb ustible, and.foundations). FAU &-FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures-, switches, receptacles, and exterior receptacles for main- tenance of mechanic uipment: 'Locations of/lwa-ten heater heating and cooling equipment, other electrical or gas equipment. , Garage firewall, door size, and closer (Sec.,,50.3(d)(3)).-, 1 - 3'0" exterior exit door (sec. 3304 (f): Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. VAdobe oundation plan complete enough to construct building. loor construction details complete enough to construct building. levations and wall construction details complete enough to construct oof construction details complete enough to construct building. ireplace construction details and talcs if necessary. after ties or bearing ridge beam. arage door or porch header sizes. tud heights. soils - special foundation design. 14. Retaining walls requiring desigR.::h , -Special Inspection required. building 8/91 RESIDENTIAL PLAN -CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR ;Stairway details: landings, rise and run, head clearance, handrails Sec. 3306). ---Zcuardrail details (Sec. 1711 & 3306(j). V'" Brick or stone veneer.(Chapter 30). �erior plaster - weep screeds (Sec. 4706). �"e-r- roof pitch for roof convering (Chapter 32). -of ering type - (fire hazard). am insulation - protection. " halls and stairways. Living area over garage - complete 1 -hour separation required on garage side .including supporting walls and posts, etc. exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). At � access and ventilation (Sec. 3205). eifloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. Oise requirements on duplexes. ergy design. asking at all exterior openings. . CDF responsible area requirements. pa- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 t TELEPHONE (916)5387541 OWNER C� r` A. P. NO . D S� 3 6 - G 77 PROPOSED BUILDING USE DATE -� REC. # DATE REC vt . School Distric Fees _VAf lq,,-- (paid at District Office) ............................. 2. Sheriff Fees (paid at Building Department) Residential ............ ..___1___-x�7� unit amt. Commercial(per sq.f t.) x =$ sq.ft. amt. Affl3. Urban Area Fees (paid at Building Department Residential (per unit) x =� A units amt. Commerical(per sq -ft.) x =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) ........................... Drainage District Fees- l (Contact Land Development) ........................ 6. Other 7. Other = At time of permit application, =o issuance of the permit. I was advised the above fees are required to be paid prior DATE APPLICANT !� 3 BUTTE COUNTY SCHOOLS,IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District FUS D Building Department No. .="A.P. Number /?5S' -3o-07-7 Jurisdiction City County Property Owner MIC—HE (— -:� 11,A)?—EA-1 CA V -It o t-4 , Property Location/Address �Yt U C LL_C C,-44=77 Subdivison Lot No. Residential Development0 No. of Living MHI Units Commercial/Industrial New Representative 0 Sq. Footage /67 �S1 Addition (Group R) Sq. Footage Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) - Z/ A,- A? Da e `'Dist ict:ldentification No. A -AA P w r C School District certifies that N �7 (Street ddrs) l v U W(Phone Number) es (City) (State) (Zip Code) has complied with the requirements Jqui�ements of Resolution No. representing / & square feet. School District Rep by payment of $ a` l0 �r k-2 Date Paid by Check Number %��( Remarks: Bank Number?-. . Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, theme,,c,Yool,Distiict'is7otified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) AEQUES7 �Y• �, : C 'AGRICULTURAL STATF'IM T OF ACUIOWLEDGEMENT Return to I FOR RESIDEt`lTIAL bEVELOPMENT Sect`on-! -8.1 °of the Butte County Code i requires this acknowledgement. be recorded prior to issuance of a building permit. The property described herein is adjacent .3— 0 3 2 a 2 8 1 G 7 G 9.3-0329281 to land or included within an area zoned i I for agricultural purposes, and residents Recorded I of this property may be subject to incon- from the Official Records I veniences or discomfort arising County of I use of agricultural chemicals, including, but not limited to herbicides, pesticides, Butte I and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder I 1lowin 8:00am 3 -Aug -93 I 93-32928 Rec Fee Check COUR1'Y of BUTTE 9UILDING DEPT aur 1 t 1993 8.00 8.00 PTC FM 2 but not limited to cu o vation, p g, t spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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 propert y. situate in the County of Butte, State of California, described as follows: Date: - e -a- 23 State of %FoArgt A ) ) SS. County of %.T-r6c, ) PROPERTY OVNERS: On this the �_ day of 19_3 , before me, the undersigned Notary Public, personally appeared Personally known to me. roved to me on the basis of satisfactory evidence. o be the person(s) whose name(s) " " 'Executed to;the within instrument and acknowledged that the same for the purposes therein contained. IN WITNE S 14HEREOF, I hereunto set my hand and official seal. nF: PresenlC�-;A.P. No.�r <� 6 } i�OSS= 300 :=29? -7= Notary Pu is w OFFICIAL SEAL R KKR MOTApf PUXl i.•IC - CALWORNIA Imo:°iJ .u. 'SitS;iOY� A;2-7,uMt ::V, 1%i9� {$it!�5fi..fE..aii!5:ii:a..!!::i..:1i'•ied i:SiaiC.'tC:.:i:d'nCt :uttlli PROPERTY OVNERS: On this the �_ day of 19_3 , before me, the undersigned Notary Public, personally appeared Personally known to me. roved to me on the basis of satisfactory evidence. o be the person(s) whose name(s) " " 'Executed to;the within instrument and acknowledged that the same for the purposes therein contained. IN WITNE S 14HEREOF, I hereunto set my hand and official seal. nF: PresenlC�-;A.P. No.�r <� 6 } i�OSS= 300 :=29? -7= Notary Pu is w 93-32928 A1,1, 'T'IIA,r C1"IlTAIN RrAL 1'Itoi,mt'T"Y NITU ATE IN T1IIi STAIT OI" CALL I°O1tNIA, COUNTY or BUT'I'Ir, DIrSCRIDED AS VOLI.OWS t Parcel I: Parcel 2, as shown on that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on July 20, 1993 in Book 129 of Maps, at pages 84-86. Together with and reserving therefrom a 60 foot non-exclusive easement for ingress and egress and public utilities as shown on the above referenced Map. LULCxt. ZII AN RAIMENT root ROAD Aim PUBLIC UTILITY PURPOSES OVER RAVELLE COURT, LYING IN PARCELS 2, ) AND 4, AS SIIOWN ON THAT CER`T'AIN PARCRI, MAP, PECORDED IN THE OFFICE ON' TIIIC RECORDER OF THE COUN'T'Y 01' 1)UTTE, UTATE Oil CALIFORNIA, ON OCTOBER 29, 1900, IN BOOK 79 OF MAPS, AT VAGI:(5) 60 AND 61. 1'Alt -1' III AN CASEMENT FOR DRAINAGE PURPOSES OVER'1 HE SOU'1'11 .5 FEET OF PARCEL 2 AND THE NOR'T'H -i ::i 1"Gl.,,r Of.' 'PARCE.L 4, AS SHOWN ON THAT CER'T'AIN PARCEL MAP, RECORDED IN THE OFI' ICE CF THE RECORDER OI" '1'1113 COUNTY OF DUTT'E, STATE OF CALIFORNIA, ON OCTOBER 29, 1900, IN BOOK 79 01" MAT'S, AT PAGE (S) GO AND 61. END OF DOCUMENT 07/26/93 10:45 $916 343 0556 PREFERRED TITLE 44-+ PARADISE 0 001 ALL T11AT CRRTAIN REAL P1toPi:RTY Ri•TUATIS IN '1,I1ii. STATE Or CALiFORN2A, COUNTY or uUTTR, DIE0CRIDED AS 1--OLI.Owa t Parcel 1; Parcel 2, as shown on that certain parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on July 201 1993 in Book 129 of Maps, at pages 84-86. Together with and reserving therefrom a 60 foot non-exclusive easement for ingress and egress and public utilities as shown on the above referenced Map. AN RAGEMENT Folk 110AD ANb PUBLIC UTILITY PURposES ON OVER RAVELLE TIIAT CERTAIN COURT, LYING IN PARCELS 2p 3 AND 4, As R1SCORM IN THE OFFICE OF T11R 811OWN RECORDER OF Till. COUNTY PARCRI. MAP, of UUrrE, OTATR or CALIr'ORHIA, ON OCCrOUCR 29, 1900, IN 1300K 79 OF MAPS, AT PAGE(S) 60 AND 61. 1' RC : iI L3 AN EASEMENT FOR UMiNACE PURPOSES OVER THE SOU T11 7.5 r• CET 01' PARCEL 2 AND T11r NORTH 7.5 F[;t:'r ot- PARCEL 4, AS SHOWN ON THAT CURTAIN PARCEL MAP, RECORDED IN THE OFFICE OF '1'110 RECORDER OF THE COUNTY OF 11UT'TE, STATE OF CALIFORNIA, ON ocrouIER 29, 1900, IN BOOK. 79 OF MAPS, AT PAGE(S) 60 AND 61. o�tiJ l�s �o rZ� RIX . 0(�7/ �f 7- RESIAENTIAL 055-30-0-077 p -- - - _ - CARROLL, MICHAEL & KAREN 93-2006 B 5001 RAVELLE CT, PARADISE CONTR: JOHN HOSFORD DETACHED SHOP BLDG Y PENT R A BOJf- CAC -c, U15 -,A r , V=OK O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date/Initials 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 -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH -Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Teat -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. Exits; Inap.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS CARPORT8 OA Plans OK except #'a r Zoning Requirement 9et ks-Easements C Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Ele tris $/ r g; Sils-Anchors-Studs-Rftrs-Trusses 7_ Sig; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing lkltxt.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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-Enclosu res -Pane I boa rds- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test G A (l , S05 V 10K O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd. / P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd./ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Teat -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'a 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'a 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. tles-Purlin-roof Brec-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows 6Al S' Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. KIt.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yea 78. Guard Rails & Dock Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comnwnts at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. / 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT SSSCCCJJJ ASSESSOR PARCEL NUMBER 055-30-0-077por.t ZONING ARM14--1 _ ,BUILDING PERMIT OWNER MICHAEL CARROLL (5 10) TELEPHONE 439-2224 So. FT. OCC. BUILDING VALUAT N -' OWNER'S MAILING ADDRESS 4301 Thornhill Way, Pittsburg CA94565 CONTRACTOR'S NAME T.7 TELEPHONE R72-1141 CCA LING ADDRESS cig�Fireplace c& U LUgo ,GA UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5001 Ravelle Court, Paradise Permit fee $ 2 PLUMBING PERMIT Filing Fee 15.00 ' Each Trap 5.00 Solar or heat pump water heater 20.00 LO SUBDIVISION JPARCEL Mai` ojn Water piping - 7.00 Each clas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Detached shop SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G I W_ _@ 15.00 TYPE OF WORK New "XXAddition L_j Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: shop _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I dec r under penalty of perjury (check one): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession Coe and 'sense is in full f rce and effect. License .Jo. lassification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM OR ADDNS. 1 ACC. BLDGS. 3.64 sq.ft. NEW CONSTRULTI.OULET NON-RESID BRANCH CTIRC ITS I @ 5.00 /POWER APPARATUS .&) ISINGLE OUTLET CIR. / Ex. Occup(ouTLETS OR FIXTURES AO 764 EX. Occup. OUTLETS RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate I shall not employ any person in any manner so as to become subject NotiYof Consent to Self -Insure. to the W. C. laws of California. etoApplicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon theabgwOlentioned property for inspection purposes. I also agree to v ify fid keep harmless the County of Butte agai st all liabilit t , c0 -d expenses which may In an Way c rue against Id on n e of the granting of this p X Date >4 ture of A lic Owner 01 pp ❑ Contractor Agent An OSHA permit required for excavations over 5 deep on demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ TgrPE V� TOTAL FEE $ 251.2 HA2 11 111S IMP FLOOD CDF PARCEL PD H ISSU j This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees R O OF P 'LIC By PERMIT EXPIRES ,eoil applicable provi- � resolutions to do have been paid. WORKS n at 7� Receipt No. WHITE-D.P.W.• YELLOW-A53lSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT It / i 4 Y-�G'4..1:.3y';�:;,•..,K::: -"�.�" '3'''.. „{.'{ nt,-��- �.. .: iy„�y;.•'`,/"!`'"''"fi+Cy.7r'4,*F-= -C-OUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 7 �� IXI PERMITAPPLICATION DATASHEET OWNER!/ !� cid -1 A. P. No. 05S–,300 – G7-7 Proposed Building Use Building Inspector Date $3 . T At time of permit application, I was advised the following data must: be submitted prior to permit processing and/or issuance: ` DATE RECENED BY 1. All items. have been submitted. ........... .............................. 2. Plot plans, 3/4 sets, signed by preparer of plans . ............. .......... . Complete plans, 3/4 sets, signed by preparer of plans. ......... . Engineered plans and calcs, 3/4 sets, with wet signature on plan 5. Hazardous Material Form . ......................................... 6. Energy Design Compliance and supporting documentation. ...... 7. Statement of Intent for Non -Heated and A/C Buildings. .................... 8. Engineered truss details and layout.in duplicate (required prior to plan check). ....` 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ........... ............................ a 11. Impact fees as shown on attached schedule. /.............................. 2. California Department of Forestry plan apprtoval/fees. .................... . 13. Flood elevation letter (100 year flood) by California Engineer . ............... 14. Sanitation and plot plan approval,. ' o i THealth,Department- 15. City of Chico plumbing permit. ....................................`... �-� � 16. Plot plan and business license approval from City of Biggs/Gridley. --- 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land. Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ......Pre4nep. .. re . 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of,Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... i 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .. 2 " 27.. Letter of intent on building use . ...................................... 28. Mobilehome utility clearance . .......................................... ' 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and `(B) Parcel meets zoning area and frontage requirements . ............... Existing violations/ fired permits. / Plan check list. ..�, . ... -/ �I i ................... 111 — 34. N,". a-� trdei �,�Ql.�/ oz.�c SA -?W When yoW ssue the permit, process as follows: Mail to owner. Mail to co actor. Telephone and hold for pickup at 44( :::) o ace.rver with inspector. Other Parcel Creation 1,2�� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept Air Pollution Date r Copy of plans sent Health Dept. Fire Dept. Other ate By The following data must be submitted prior toer issu e: Cir le new item not checked above). }'` 1. Index permit for above items No. r� 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone_ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mailCounter by _ Date Plans checked by Date Plans approved by _ NT[� Date, Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department �Q—) FROM: Environmental Health SUBJECT: Sanitation Clearance EAI. II.SE NLY l Phos Phan Attached �. Hour Plan Amiched sent In 13.1). -a--(L- c,-(- — 44� . ---n- Owne�T ��Location AP/! Plan Approved for: Sewage Disposal Water Supply: I'ublic Private Well Clearance for,or-bedroomA[ 1 home. Othcr c,C- –7.G.)Cl— I ec&(Ze Hold final for: Final clearance O.K. for: NOTE: Environmental ealth Specialist 8/92 2 Date :.�. .. ..... AS u e Countq BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE: CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: (916) 538-2140 Michael CArroll DATE: July 13, 1993 . 4301 Thornhill Way j Pittsburg, CA 94565 RE: Proposed Shop Dear.Mr. Carroll: A.P: 055-300-077 B.P.# 93-200E1 With reference to the above subject, attached'is: [XXA Plan check list [ ] Red marked calculations [ ] Red marked plans I Other: ACTION REQUIRED: I [XXX] Comply with plan check list; [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. r Remarks: ! i 1 I If you should have any questions,{please call (916) 538-7541, between 3:00 & 5:00. cc: John Hosford Very truly yours, Permit Applicant:. Michael Carroll Permit # 93-2006 A.P. No. 055-300-077 ; Date: July _15,'1993 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions�to plans, specifications,. and calculations as follows: ---VProvide a foundation plan which has been prepared, stamped and signed by an engineer or architect. Special inspection is required for high strength bolts. The special in- spector must be approved prior to permit issuance. Design of the rigid frame column footing anchor bolts must be combined tension and shear per U.B-.C. Section 2624. Provide three plot plans showing the location of the building and -all property lines, easements, etc. I � COUNTY OF BUTTE rf DEPARTMENT OF PUBLIC WORKS +' 196 Memorial Way, Chico -- Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE CA rzRoc-� 93-20c OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. l\N[�- r-tA£l MOh. IF1eAIIa4l St.,2(Zot..,NhIr4G UIS S1 l•�cTUlz't- RSaLttRsS WftlrrEN A %(ZgVAL r 2�� nn R ��, � C 0 16111-%,/ � ► 2 � � � PA 2-r Aw ty " Date `�� Inspector `'J'-... - ._ .. ,- �-..s+.-a'-Y,'�`�. ��..Y-=`:-�!'yv--•'ism.....�s-�.�...�.:-.:r-.----".'..*.�'..�•lr�r-".-7``�'`s.�.-_ `COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 93 - 8 9 y OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. W %'I N Inl 30 wfccwG. Date_ q-16 -0) 3 Inspector iin V t } i MEMO TO FIELDjINSPECTOR `3 Permit # - Date A. P. No. D5�- 3av d 77 Applicant: Lig- %Zd �-- t To: Field Inspector: From: J.R. Henry, Plan Check Engineer Subject:IW6 / � 7-/Y a c. i 14WO IQT6"0-( 126 �, 7-5 J R. Henry � ti__ It BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY. CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 July 20, 1993 Michael Murphy c/o Metallic Building Company P.O. Box 40338 Houston, TX 77240 Dear Mr. Murphy: - Section 306 of the 1991 U.B:C. requires special inspeciton for all high strength bolts. Further, the bolts used in the rigid frame connections have bolts which are subject to direct tension and therefore must be fully pre—tensioned under the A.I.S.C. specifications. These bolts are not in simple shear,/ bearing type connections. Butte County Building Division will not approve Metallic Building plans until revised sheets C1 are provided which do not include the note stat— ing that special inspection is not required. Sincerely, John R. Henry. Plan Check Engineer SANT �Y Fix 7/3z)lq3 S�lcl' C I 7(3 VO 17-620 2 CA 0 C'.1, Dt�!/-LL (t 5 - 79 3 34) -ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 .......... . ............. ............. ..... ....... .. ... ...... . ......... -4.. .......... . ............. . ........... ............ . .. ....... .. ............. ... ............ .............. ............. ... ......... ...... .... . . ........ .. . ........ .... ... ... . .. ...... . ................ .............. ............ ............. .... ........ ... .......... .. ...... ... ................ ................. . ............ MC. ULATIONS . . . .. . ... ........ ......... . .. ................... . . .. ...... .... . .. .... .. .. ... ... ...... . ......... .. ........... ............ . ...... ..... ............ . . .......... ...... ...... . ...... ........ ..... .......... ... . .... .. .. . ................ Kr.� AV -E E..: ---- - . . ........ .. . ......... I . .......... ... .......... .. ..... ..... . . .......... ....... .. .......... . ....... .... ......... . .. .......... .... . ...... ........... . ... .. ........ ............ ..... .. .... ............. ........ .... ...................... . ....... ..... .... . ...... .... . ..... _1 . :..; ...... .... ..... ............................ ........ . ... ............. ......... .. . ... ............. ............. . ............. __4 ......... ............ . ...... . ...... . ...... ... . ....... ..... . . ...... ....... .. .. ...... ..... ............. .......... ............. .......... . ...... ......... . ... ....... . . ......... .... .... ...... ............... ....... ...... .............. ...... Irmo W!=NrW3 - IN- GMw am 01471 ............. 42-381 50 SHEETS EYE•EASO 5 SOUARE ?.-397. 100.^,HEFTS EYE -EASE^ S SQUARE N8f1000�QBB110 n A2-300 200 SIlI:ET.) FYF•FAS5 SOUARF- d2,NP 100 RECYCLED WHITE 5 SOUARE a2-31 J 10 XRECYCLED WHITE 5 SOIJARE µ—U S A N RIDGES AWAY FROM ENDS OF BUILDING 2.00 .0394 UPWARD CONCBOLT. 6:49 AM REV 12-29-92 ANCHORAGE TO CONCRETE 7/26/93 ----------------=------------------------------------------------------- DESCRIPTION ))Bolts at main frame -7-------------------------------GENERAL-------------------------------- SPECIAL INSPECTION ? > N USE MULTIPLIER = 2.0 CONCRETE STRENGTH f -c > 2.500 KSI .LAMBDA > 1.000 NORMAL WEIGHT CONCRETE BASE PLATE TYPE > 1 1 =) PLATE SUPPORTED ON GROUT PAD 2 0 PLATE SUPPORTED ON CONCRETE SURFACE 3 0 PLATE EMBEDDED FLUSH WITH CONCRETE o FOR STEEL SHEAR STRENGTH ) .450 IS REINFORCING PROVIDED FOR SHEAR ? > N o FOR CONCRETE SHEAR STRENGTH > .650 ARE BOLTS EMBEDDED BEYOND FAR FACE REINFORCING ? > N m FOR CONCRETE TENSION STRENGTH > .650 ---------------------------------LOADING-------------------------------- SHEAR: WIND LOAD ) 3.500 KIPS LIVE LOAD > .000 KIPS ,DEAD LOAD > .000 KIPS Vt ) 3.500 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + IA .000 KIPS (9-2) U = 0.75*(1.4D + 1.7L + 1.1W) 4.463 KIPS (9-3) U = 0.9D + 1.3W 4.550 KIPS Vu ) 9.100 KIPS TENSION: WIND LOAD ) 3.400 KIPS LIVE LOAD > .000 KIPS DEAD LOAD > .000 KIPS Ps > 3.400 KIPS LOAD COMBINATIONS (9-1) U = 1.4D + 1.7L .000 KIPS (9-2) U = 0.75t(1.4D + 1.1L .+ 1.7W) 4.335 KIPS (9-3) U = 0.9D + 1.3W 4.420 KIPS Pu ) 8.840 KIPS -----------------------------BOLT GROUP DATA --------=------------------- BOLT GRADE > 1 1 0 A307 20 A325 SPECIFIED MIN. TENSILE STRENGTH ) 60.000 KSI BOLT DIAMETER.(D) ) .750 IN. HEAD DIAMETER (dh) ) 1.125 IN. BOLT.AREA (Ab) ) .4418 IN^2 BOLT SPACING > 3.500 INCHES ROW SPACING > .000 INCHES NUMBER OF BOLTS/ROW > 2.000 NUMBER OF ROWS > 1.000 BOLT EMBEDMENT ) 10.000 INCHES ED1 ) 10.000 INCHES (LOADED EDGE) ED2 ) 10.000 INCHES (UNLOADED EDGE) E03 ) 10.000 INCHES (SIDE 1) ED4 ) 10.000 INCHES (SIDE 2) SHEAR CHECK BOLTS) NEAR FREE EDGE oft ) 24.947 KIPS 2 BOLTS CONSIDERED Vs >' 23.857 KIPS 2 BOLTS CONSIDERED CHECK BOLT(S) FARTHEST FROM FREE EDGE fVc > 24.947 KIPS 2 BOLTS CONSIDERED Vs > 23.857 KIPS 2 BOLTS CONSIDERED FOR ANCHOR GROUPS, THE CONCRETE DESIGN SHEAR STRENGTH SHALL BE TAKEN AS THE SMALLEST OF: 1. THE STRENGTH OF THE WEAKEST STUD TIMES THE NUMBER OF STUDS. 2. THE STRENGTH OF THE ROW OF STUDS NEAREST THE FREE EDGE IN THE DIRECTION OF SHEAR TIMES THE NUMBER OF ROWS. 3. THE STRENGTH OF THE ROW FARTHEST FROM THE FREE EDGE IN THE DIRECTION OF SHEAR. CASE 1 ) 24.947 KIPS CASE 2 ) 24.947 KIPS CASE 3 ) 24.947 KIPS oVc ) 24.947 KIPS VC ) 38.380 KIPS Vs ) 23.857 KIPS Ps ) 47.714 KIPS (0.9 x Ab x f's) Ao ) 223.111 IN"2 (Tensile stress area) oPc ) 29.004 KIPS (o 1 x (f'c)".5 4 : Ao) Pc ) 44.621 KIPS ------------------------------Ma CHECK------------------------- 17 (Pu/Ps )' + (Vu/Vs )> .180 �� . d pww 2%1 /nom -%IR, G'W' Ym 01471 ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 SHEET NO. CALCULATED BY + of DATE ' (916) 343-8038 CHECKED BY DATE SCALE AcL-" C .._.l U.1 L o t IV co.; GZ� . : r i i ......_.........i...................;.�!: ... ....> .... _ a�(,11�/� � %J�/aI'1i�11� : _l S�C7 -- - -. i ri ... ........ _..........:..........._.:......... ..... °......_...a ................ .........................................................a........................ .... ...... ...... _ ...... - ..... ... . ..... -- .. --..- _...... ,.......:.............:.......... ..:.......... : oOO/So r.Z. ...?� ....... ...... ............. ..... ........ :. ....... .......o _..t � - _... ....... . _ .... ... _....................................._.............._.........................._e..................__...-.................... ..... ...... _ _.... : _.._ .......... : ... ..:...................... j ................................................ .... ... �...... ......:..... .. .......... ... //...4......................................./.........................:............... ......_.,......_...._...._...._..........._...___...-.__.._�._....._...... _ ................ : ...../..... .. _ _... - --'--...-... -- _... .... ..... .... _...- ... ... ..... _ .....- '---- --... --- --- --- - .... � is 12.. L,4 . = /O 3 3 r0 X.._(.o.... k . 0,...:.. it / .......................................................... . arD - .� 14 .x. ... .r...... .............:... ...z . ...:........5.........:...._.......: _....__ _..._.-.._.._....__--- � _...._ .__..._.. --........_ _...... l...... �.. - : . . . . . . : . . . . . : - . 9 S�(D : . . : - t `o D/C ....._ _... --......__....- -- - -- ............_ -. ...... .......:.............:............;.................... ..... ..... ...... --- _ ...— -- --- .... ...._ -- — - - — Z 4q -WA Y ...... ....:.... .......:.... ....:.......: :............. :............. :.. ............ ....... ... ..... .... ..... ..... ..... ..... ..... -- "l" .. :........... ... _... .... _ ............. ........ _. - - --- . ---- - - ...................................................... .,. <.... .._... .................................... ...... ...... ...... ...... ....._ - ......__ .................................... :.__..._...._........._._..._____..... ..... _...... _....... _ .... .. ..... - ..... ..... ..... _ .... _ .....--- ----- - - -- _ - - _.................... .......................... :....... _....i..............: ......... ... . ............. ...........:..............:.......... .... ..... _ ...._- __. .:.... ; .............:.................. ....._...................... ..... ..... ................ _ _...... _:....._ _ .._ re A-02oss ;64,o(r 04o pww 2%1 /nom -%IR, G'W' Ym 01471 +poor nil ' u ,ice, 01471 Pmu I"I.12715 IK. Geon Ilea 0]171 'leiDESIGN CALCULATIONS FOR DETCO STEEL METALLIC JOB #15-79458 Project Reference - Butte, CA Project Location - Shop BUILDING DESIGNATION "A" BUILDING TYPE FS�N CS ev;O� A AST BUILDING WIDTH 25'-0" v 2 BUILDING LENGTH 40'-0" �``� ,3 4 "� O EAVE HEIGHT P. 16'-0"' ROOF PITCH 1:12 I OE`Ca��2 _ BAY SPACING 2@20'-0" Z DESIGN LOADS DEAD LOAD ........... Weight of Metal Building Structure Only as supplied by Metallic Building Company LIVE LOAD ........... 20 PSF Roof/ 16 PSF Frames -WIND LOAD ............ 80 MPH EXP. "B" Applied in Accordance with 1991 Building Code. IMPORTANCE FACTOR ... 1.0 OTHER LOADS......... NO Collateral Load _. �/'/l-�� /��r�'�!/ V � ~ � _. _ _ i �, � • '1 } • r :' /\ V 40/ too iu L6,010 J41) UODD r1(bVhK!(b1) ITILL YAKAVISE Ivj001 A1jL 'THAT CKHTAIN REAL 1'3toPt:ItTY !11'I'UA'I'Ir. IN '1'1111 STATU, 01.1 CALIT"ORNIA, COUNTY OF DUT,rn, Dl?SCRID1r.0 Al POL1.ow931 Parcel Z: Parcel 2, as shown on that certain Parcel Map recorded in the office of the Recorder of the County of Butte, State of California, on July 20, 1993 in Book 129 of Maps, at pages 84-86. Together with and reserving therefrom a 60 foot non-exclusive easement for ingress and egress and public utilities as shown on the above referenced Map. i' IC LIZ I AN RAGEMENT FOR ROAD ANT) PUBLIC UTILITY PURPOSES OVER RAVELLE COURT, LYING IN PARCELS 2, I AND 4, AS SIIOWN ON TIIAT CERTAIN PARCKI, MAP, RRCOIIDiCD IN VIN OFIrICI: OF T1111 RECORDER OF Till: COUNTY OF UUT'T E, STATIC or CALIrOlINIA, ON ocroul?lt 29, 19130, IN. DOUK 79 OF MAPS, AT 1'ACI:(J) GO AND 61. hA1ZC': ZIt� AN EASEMENT F'Ott URAINACE PURPOSES OVER THE 50t11-11 7.5 FEET 01' PARCEL 2 AND '1'111: NORT11 71.5 pEi.-'I' or PARCEL 4, AS SHOWN ON TIIAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF TIIE RECORDER OF THE COUNTY OF DUTTC, STATE OF CALIFORNIA, ON OCTODE11 29, 1900, IN BOOK 79 OF MAPS, AT PACE(S) 60 AND 61. -�5 el& oua k-kms-i-o�J �i/2 9/93 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... CARROLL RESIDENCE Date........ 07/25/93 Project Address........ RAVELLE CT ---------------------- PARADISE, -------------------- PARADISE, CA ; � Documentation Author... ROBERT A. MANGRUM | Building Permit # � Company................ PARADISE MECHANICAL | | Telephone.............. 916-877-8881 | Plan Check / Date � Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== � MICROPAS4 v4.01 File-2HOSFORD Wth-CTZ11S92 Program -FORM C -2R | | User#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE | _______________________________________________________________________________ ============================ MICROPAS4 ENERGY USE SUMMARY = Energy Use Stands(rd Proposed Compliance = = (kBtu/sf-yr) = _______________________ __________ Design Design __________ Margin = = Space Heating.......... 12.43 14.96 __________ = -2.53 = = Space Cooling.......... 14.43 10.48 3.95 = = Water Heating.......... = 13.52 11.68 1.84 = = Total = ________ 40.38 ________ 37.12 ________ = 3.26 = = *** Building complies ================================================================= with Computer = Performance *** = ` GENERAL INFORMATION ___________________ Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.....".... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... ' 1615 sf Single Family Detached New Front Facing 240 deg (SW) 1 1 ReducedYear Raised Floor (Package E) 1 13170 cf 1615 sf 1615 sf 0 sf ' ;J�` 16.7 % 8. 2 ft COMPUTER METHOD SUMMARY Page 2 C -2R =============================================================================== Project Title.......... CARROLL RESIDENCE Date........ 07/25/93 � MICROPAS4 v4.01 File-2HOSFORD Wth-CTZ11S92 Program -FORM C -2R � | User#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE } BUILDING ZONE INFORMATION OPAQUE SURFACES Floor # of Vent Special Act Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type ______________ (sf) _________ (cf) Units itioned Type _________ _____ _______ (ft) (sf) HOUSE Gains _____ ____________ ______ --------- Residence 1615 13170 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES FENESTRATION SURFACES _____________________ Area U- Insul Act Surface ___________ Solar Form 3 Location/ Surface ______________ (sf) ______ value _____ R-val _____ Azm ___ Tilt ____ Gains _____ Reference ____________ Comments HOUSE 2 Metal Slider 2 Window 28.0 2 ________________ 1 Wall 252 0.088 R-13 240 90 Yes W.13.2X4.16 23.0 2 Wall 27 0.088 R-13 285 90 Yes W.13.2X4.16 6 3 Wall 27 0.088 R-13 195 90 Yes W.13.2X4.16 Metal 4 Wall 253 0.088 R-13 330 90 Yes W.13.2X4.16 10.0 5 Wall 214 0.088 R-13 -60 90 Yes W.13.2X4.16 11 6 Wall 14 0.088 R-13 15 90 Yes W.13.2X4.16 Metal 7 Wall 14 0.088 R-13 105 90 Yes W.13.2X4.16 14.5 8 Wall 248 0.088 R-13 150 90 Yes W.13.2X4.16 16 9 Wall 87 0.088 R-13 60 90 No W.13.2X4.16 Metal 10 Roof 1655 0.031 R-30 0 0 Yes R.30.2X4.24 Attic 11 Door 17 0.330 R-0 60 90 No None TO GARAGE 12 Floor 1615 0.046 R-13 0 0 No FC.13.2X6.16 RAISED FENESTRATION SURFACES _____________________ SC SC Interior U- Act Glass Int Shade value Azm Tilt Only Shade Description _____ ___ ____ _____ _____ ____________ 0.65 285 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 195 90 0.88 0.78 None 0.65 240 90 0.88 0.50 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 330 90 0.88 0.78 None 0.65 330 90 0.88 0.78 None 0.65 60 90 0.88 0.78 None 0.65 15 90 0.88 0.78 None 0.65 105 90 0.88 0.78 None 0.65 60 90 0.88 0.78 None 0.65 150 90 0.88 0.78 None 0.65 150 90 0.88 0.50 None 0.65 150 90 0.88 0.78 None Area # of Frame Open Surface ___________ (sf) Panes Type Type HOUSE _____ _____ ________ ------ 1 Window 5.3 2 Metal Slider 2 Window 28.0 2 Metal Slider 3 Window 5.3 2 Metal Slider 4 Door 23.0 2 Wood Hinged 5 Window 5.3 2 Metal Slider 6 Window 14.0 2 Metal Slider 7 Window 5.3 2 Metal Slider 8 Window 25.0 2 Metal Slider 9 Window 10.0 2 Metal Slider 10 Window 33.0 2 Metal Slider 11 Window 40.0 2 Metal Slider 12 Window 6.0 2 Metal Slider 13 Window 6.0 2 Metal Slider 14 Window 14.5 2 Metal Slider 15 Window 7.5 2 . Metal Slider 16 Door 17.0 2 Wood Hinged 17 Window 24.0 2 Metal Slider SC SC Interior U- Act Glass Int Shade value Azm Tilt Only Shade Description _____ ___ ____ _____ _____ ____________ 0.65 285 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 195 90 0.88 0.78 None 0.65 240 90 0.88 0.50 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 240 90 0.88 0.78 None 0.65 330 90 0.88 0.78 None 0.65 330 90 0.88 0.78 None 0.65 60 90 0.88 0.78 None 0.65 15 90 0.88 0.78 None 0.65 105 90 0.88 0.78 None 0.65 60 90 0.88 0.78 None 0.65 150 90 0.88 0.78 None 0.65 150 90 0.88 0.50 None 0.65 150 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page C, -^F' Project Titl.e.......... CARROLL RESIDENCE Dat:.e........ 07/25/9 M I CROPAS4 v4.01 File-2HOSFORD Wt h-CTZ '1 1 Std' Program -FORM C -^F: User# -MF' 1 _ 4.? User -PARADISE MECHANICAL Run-...HOSF ORD ENHANCED CASE OVERHANGS AND SIDE FINS ---Window---------Overhang ----- ---Left Fin --- --•--Right Fin -.- Ar -ea Left Rgh•t Surface (sf) I-Ight Wdt.h Doth Hqht Ext Ext Ext Doth Hght. Ext Dpth Hgh•t HOUSE 1 Window 5.3 3.5 n/a Window 28.0 3.5 - Window 5.3 3.5 4 Door- 23.0 6.0 5 Window i.:. 3.5 6 Window 14.0 3.5 / Window 5.3 3.5 e Window 25.0 5.0 10 Window 33.0 6.6 11 Window 40.0 6.6 12 Window 6.0 3.6 13 Window 6.0 3.0 14 Window 14.5 3.5 15 Window 7.5 3.0 16 Door 17.0 6.6 1.7 Window 24.0 4.0 1.5 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 1.5 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3.5 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 1.5 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 8.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 1.5 10.0 0.l1 n/a n/a n/a n/a n/a n/a. n/a n/a 5.0. 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 13.0 0. 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4.5 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS HVAC SYSTEMS Area 'Thick: Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE Furnace 0.785 AFUE Crawl.space I Interior -Vert 40 4.0 21.0 0.59 R-0.0 BRICK HEARTH H 2 Inter-iorVert 14 4.0 21.0 0.54 R--0.0 BRICK HEARTH HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank: Emternal in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value I Storage Gas Standard 1 0.60 50 Imo: -1 Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.785 AFUE Crawl.space Imo: -4.2 0.830 ACF'ack:age 11.00 SEER Crawlspace R-4.2 0.860 WATER HEATING SYSTEMS Number Tank: Emternal in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value I Storage Gas Standard 1 0.60 50 Imo: -1 1, L COMPUTER METHOD SUMMARY R:Y Page 4 C—'2 R: Project Title. o 0 o v o o v o o CARROLL RESIDENCE Date. v o e. e o e 07/25/93 M I CROPAS4 v4.01 File— HOST ORD Wt h --CT Z 1 '1 S9^ Program—FORM C—'2 R: Ueer#—MP 134 ' User—PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE SPECIAL FEATURES/ REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title..,....... CARROLL RESIDENCE Date........ 07/25/93 Project Address........ RAVELLE CT --------------------- PARADISE, CA Documentation Author... ROBERT A. MANGRUM | Building Permit # | Company................ PARADISE MECHANICAL | | Telephone.............. 916-877-8881 | Plan Check / Date } Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11' --------------------- | MICROPAS4 v4.01 File-2HOSFORD Wth-CTZ11S92 Program -FORM CF -1R | | User#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE | GENERAL INFORMATION -------------------- Conditioned __________________Conditioned Floor Area..... 1615 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 240 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments _____________ ______ _ ________ ________________________________________ Wall 0.088 Roof 0.031 Attic Door —R-0 0.330 TO GARAGE Floor 0.046 RAISED FENESTRATION ____________ ' Over - Area U- # of Interior Exterior hang/ Framing Orientation ___________________ (sf) _____ Value Panes _____ _____ Shading __________ Shading Fins Type Window Front (W) 5.3 0.650 2 None ______________ None ______ Yes -------- Metal Window Front (SW) 77.5 0.650 2 None None Yes Metal Window Right (S) 5.3 0.650 2 None None Yes Metal Door Front (SW) 23.0 0.650 2 None None Yes Wood Window Left (NW) 10.0 0.650 2 None None None Metal Window Left (NW) 33.0 0.650 2 None None Yes Metal Window Back (NE) 54.5 0.650 2 None None Yes Metal Window Left (N) 6.0 0.650 2 None None Yes Metal Window Back (E) 6.0 0.650 2 None None Yes Metal Window Right (SE) 31.5 0.650 2 None None Yes Metal Door Right (SE) 17.0 0.650 2 None None Yes Wood /CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R =============================================================================== Project Title.......... CARROLL RESIDENCE Date........ 07/25/93 =============================================================================== � MICROPAS4 v4.01 File-2HOSFORD Wth-CTZ11S92 Program -FORM CF -1R | � User#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE | _______________________________________________________________________________ [HERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments I n t e r i o r V e r t Yes 40 4.0 BRICK HEARTH InteriorVert Yes 14 4.0 BRICK HEARTH HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type FurnaceCrawlspace R-4.2 Setback ACPackage 41.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (galR-value Storage Gas Standard 50 R- 12 SPECIAL FEATURES/REMARKS ________________________ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R =============================================================================== Project Title.......... CARROLL RESIDENCE Date........ 07/25/93 � MICROPAS4 v4.01 File-2HOSFORD Wth-CTZ11S92 Program -FORM CF -1R | | Use r#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE � COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JOHN HOSFORD Name.... ROBERT A. MANGRUM Company. _ Company. PARADISE MECHANICAL Address. RAVELLE CT Address. 5796 CLARK RD. SUITE 16 PARADISE, CA 95969 PARADISE, CA 95969 Phone... Phone... 916-877-8881 License. Signed.. Signed.. . (date) (d te) -- ENFORCEMENT AGENCY v Name.... Title... Agency.. Phone... Signed.. (date) HVAC SIZING Page 1 HVAC Project Title.......... CARROLL RESIDENCE Date........ 07/25/93 Project Address........ RAVELLE CT --------------------- PARADISE, CA | ___________________ | Documentation Author... ROBERT A. MANGRUM � Building Permit # | Company................ PARADISE MECHANICAL Telephone.............. 916-877-8881 Plan Check / Date | � ......... | Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS4 v001 File-2HOSFORD Wth-CTZ11S92 Program -HVAC SIZING | | User#-MP1342 User -PARADISE MECHANICAL Run-HOSFORD ENHANCED CASE | _______________________________________________________________________________ GENERAL INFORMATION Floor Area................. Volume..................... Front Orientation.......... Sizing Location............ Latitude................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1615 sf 13170 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.30 HEATING AND COOLING LOAD SUMMARY ---------------------------------- Heat i ng _______________________________ Heating Description (Btuh) 240 deg (SW) Cooling (Btuh) Opaque Conduction and Solar...... 9230 4000 Glazing Conduction............... 6994 3672 Glazing Solar.................... n/a 5165 Infiltration..................... 7491 2260 Internal Gain.................... n/a 2100 Ducts............................ 2372 860 Sensible Load.................... 26087 18057 Latent Load...................... n/a 5417 . ___________ ___________ Minimum Total Load 26087 23474 Note: The loads shown are -only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 'V. k�-- t,,:°„�,.' ..) y� ��M�i►�i.'etk ^b�.'`•awk�+��`'�� A^�akS'r7�i,Nr++$�rtGO/�n`n''�'tf'�'�,('� �,'�K'}��""�.�'+�,` �"i-�' �i� v��'fiC � '�`P nl!" +�A'?� A111* capacities COOLING CAPACITIES AND EFFICIENCIES UNIT 48 NOMINAL TONS STANDARD CFM NET COOLINGt SEERt SOUND RATINGS" (Btuh) (Btuh CAPA_CITIE_S_ (Bels)__ NLX018_ _ 1 '/2 600 17,0_00 - 11.0_ _ 7.6 NLX024 _ NHX024 - 2 800 _ 22,800 11.2 _ _ -_.7.6 ------ NLX030 45-75 i- - --- _ -_-- NMX030 21/2 1100 28,400 11.0 7.6 _ NHX030_ 30-60 74.2 74.2 C�;N X038? 45.75 - - ---- -J - NMX036 3 1300 35,000 11.0 7.8 --NEX036 _ 62,000 ------ 78.5 75.2 NLX042 --- 25-55 - ---.-._-_ NMX042 31/2 1500 41,000 11.0 8.0 N_E_X042 96,000 _ 75,000 - - 40-70 -^ -- -^-- 78^5 _ ~ - 74.4 -- NLX048 - 78.5 - 74.4 100000 , _ 35-65 -- NMX048 4 1600 49,500 11.1 8.2 NHX048 - 94,000 _ -50-80 NHX048- _ _--785 0_ -__... -- 75.0 NLX060 _-- 35-65 . 73.5 NMX060 5 2000 60,000 11.0 8.2 NHX060 LEGEND Bels - Sound Levels (1 bel = 10 decibels) SEER - Seasonal Energy Efficiency Ratio 'Air -Conditioning 8 Refrigeration Institute. tRated in accordance with U.S. Government DOE (Department of Energy) test procedures and/or ARI Standard 210/240-89. "Rated in accordance with ARI 270-84. NOTES: 1. Ratings are net values, reflecting the effects of circulating fan heat. Ratings are based on: Cooling Standard: 80 F db, 67 F wb indoor entering -air temperature and 95 F db outdoor entering -air temperature. 2. Before purchasing this appliance, read important energy cost and efficiency infor- mation available from your retailer. HEATIN(3 CAPACITIES AND EFFICIENCIES UNIT 48 HEATING INPUT OUTPUT CAPACITY TEMPERATURE AFUE (%) CSE (Btuh) (Btuh RISE RANGE (°F) (%) NLX018� 40,000 31,000 30-60 72.8_ NLX024 NLX030_ 40,000 31,000 _-_ 30-60 _78.5 -78.5 _ - 72.8 NHX024 45-75 i- - --- - 74.4 - - NMX030 6045-75 ,000 ,000 46,000 <7 '5 74.4-815% NLX042 30-60 74.2 74.2 NHX030 45.75 75 2 NMX036 45.75 75.2 NMX042 80,000 62,000 45-75 78.5 75.2 NLX048 25-55 73.6 -- NLX060 - _ __ _ 20-50 71.5 NEX036 __ NEX042 _ 96,000 _ 75,000 - - 40-70 -^ -- -^-- 78^5 _ ~ - 74.4 -- NMX048 NMX - 78.5 - 74.4 100000 , ^_-_- 78,000 35-65 -- _060 _ 30-60 72.7 120,000 - 94,000 _ -50-80 NHX048- _ _--785 0_ -__... -- 75.0 --NHX060-� _-- 35-65 . 73.5 LEGEND AFUE - Annual Fuel Utilization Efficiency CSE - California Seasonal Efficiency NOTES: 1. Maximum NOx levels are 40 nanogramsloule. 2. Before purchasing this appliance, read important energy cost and efficiency information available from your retailer IIATIgy�! �,�K CY4- � w 3r�0 CIA ,APrtovr� �l`RTITIE��S t 3 Materials Enafneerina Testing and Inspection Crane Certification 5050 . Cohasset Road Chico. CA 95926 File No. 93213 ' 11 October, 1993 Detco Steel and Construction COUNTY OF BPT gu��o 11025 Midway 03 Chico, CA 95928 Attn: Mr. Don Deter Gentlemen: On 11 October 1993 we provided verification testing of high strength bolt installations at 5001 Ravelle Road in Paradise, CA (AP No. 55-30-77, Permit No. 93-2006). A random sampling of 5/8" diameter A-325 bolts were taken from the structure and used to calibrate the contractor's torque wrench on our Skidmore -Wilhelm device. The sample bolts were tightened to a ten8ion of 20,000 lbs (19,000 x 1.05) in accordance with the AISC Steel Construction Manual. The average torque required to produce this tension was 230 ft -lb. Following calibration of the torque wrench, we observed the tightening of all high strength 5/8" bolts in the structure and verified that each bolt (total 44) was tightened to a torque of 230 ft -lb. Very truly yours, APPL D TESTING CONSULTANTS, INC. Joh G. Sear , PE cc: Butte County Building Dept. WTTE 000NTY APPROVED a4 (916) 891-6625 1,elf 1,4 ATTACHMENT I 30- 7 1�7 AP # PERM NAME Under aiAthorit of, PRC 42,90, the �f oll d ..owing checked 'items are. require _ Fire Department and are,made a par t 6f this p e rfq;L' t These,req u , irempnts are, minimums andwill. be superseded- by Bu.t,t�e CQunty local regulations which equal ds. or exceed these. standar Field ins�pect,' s wi 3.1 b made by the Rut.t.e County Building Department -Lon i e f orl� compliance. 1,272.00 Maintenance -of Def en.sible, S To ensure continued pace maintenance of propertiez in conformance with these stan�dards and measures and re continued ava'labil- to assu 1 1 ity, access and utilization of h e-_ space t defensible provided for in t hr 'aftdards annual,maintenance must j be provided, for and o�,.ner, y Driveway Standards 1273-02 Surf ace. All driveway surf aces a 4 structures (bridges, n 1272..07, culverts and other ctppurtenant structurcs which supple- ment the roadway bed or s houlcl.,!rs) ohall provide unob st-ructed access to Conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. 1273,03 Grade. Not to�exceed 16 percent unless paved. 1273.04 Driveway Radius. No roadway shall have a horizontal inside radius or I curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius- 2 feet t7o those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed Lo hold or divert water shall be not less than 100 feet. 12 05 Turnarounds. If reqixed, will have a minimum turning radius of 40 feet from 'the- center of the road. 1273.06 Turnouts. Shall be a minimum of 10 'feet wide and 30 feet long with a minimum 25 foot taper on each end. 1210.10 Widthi All driveways shall provide a minimum 10 foot traffic land and unobstructed vertical clearance of 15 feet along its entire length. TYP- 'NOTCH Strongback aIl to� I edt er a 24' O.C. U, 'I 12"' 0.,C1 ", m3,1 - 31.5*v- Max. OUTI:MKER Leagee CRITERIA (natl to vert- 114 (K) is) DC -TA I L W Roof MaLerial, CoLlooker (C) GaWe. end (T) DETAIL 'EY 2X4 F1,112 Max. )r beLter abl able end desigiv Imstul on 00 HP11 Detail G" -'�! - (6) G. A5 sym. wintj load, exposure "C" nL 0:-15 �Ft. ABOUT mean height - 2X Ledger -- (C) 1110 continuous lateral bracing for brace (strongback) member longer than 12' nch j)race 24" h3x,� t t1ooke 72". Attach at midpoint ot e, Strollgbac]7 Co if, i,; 11[2-Ild common nz braced at 60" TRUSSES (SI) (3)-2" BRACING DETAI1 (0) OpLlon- to web plaLing: -use (0,072 I)ln-?1.5. GA. ) toe - 2X4 F.G. 112 or BTIt, wire sUiples (GY StrQnqback brace nallell Oru: chord into wet) & Lhru Web Into chord on one face- for a total of, 6 staples. (Pl) (III) musL 0) Var lei; be plated, (T). Refer to SJmp:-,,-n; Catalog C-9211-1 for U - W- product nLtachment, specification (attach 16"0 C ed1jer AaZ) ILD, 171 (1,Lrection (N) Max. N(SO Otl) 7 CONTINUOUS SUPPORT VOTE,: This detail may be used for (PI)i Peak plate to; mat -2-11 ccmmou trusses. trusses, wiLh pitched B.C. also. (SI1 SoYicel plate to match common trusses. 1111Y -i ' Iviate- LaF- j-,iatcb commou trusses. (K) Spacing for 114 = 71.0" o.,c. Span% to maLch common- trusses - Platq_ Max. 14eb Levi-gth 1X3A 2-8-0 2X4---* G-1-0 3X4* 13-6-0 2X4 I umber grades Max� Length a" without V' a brac.Ing (N) Mnx� I.ellilth Wh; rongback brace (S) I STANDAIII) 3-4-0 6-0-0 7-8-0 STUD 3-10-0 113 3-11-0 7-10-0 10-10-0 11-0-0 5-5-0 L -SL 5-10-0 6-6-0 -LD-0-0 & (1) Rev. 6/19/9-2 F.1-14. Misc. details nGies) NOTE- Chords. to be 2X4- Fir -Larch 112 Hjullnum nEV 15.6.5 SCALE - 0.5000 SEON-- 50005- ALN flit F13111 11JEC010 rf%)IXXIS- ItC, 'WARNING Ilamses Kamse vrmtoc Clot 10 DESIGN: cnIT: I 13C' L- R427 REF 405K - )ntIHP0F',TANT LE toot VE PIESMAIVIOLE f0a Allf Hr)( !PJA it, iasgtilm, cmCISTwir Am "MI, 'rC LL 30 r, 0 PSF DATE 05/06/92 �g, KVIA11als or"Dw l"Is. nmw. DR sm'E7 SpEr Q4jj;lV, FAILWC TO BUILD' 11115 111Mr, tN'C'090`*CV�.E Ill -- 0SI68- a-(. IPI OnAC11sri, SIE 1110-9. 61' SEC 111113 IIESI Of f4n ADUIrI0141. SPECIAL PE1115401*111' allACRAV PC DL 15 .0 Psr- onWG 3,042 70or ----I If= C= frpjpt� Copol[Clopl: AT* l4ste, W 2cos ;jjtfVl� STEEL 14EEIISIG, ASIK fly ITAQJ (XCE W 0111MIE1113. W.03I 11411CAIED- TOP 0K)WrlALL fit ES1118411.1 AMU r D Al -1 P%.M'fn bC M 5,0 PSF CA -ENG FM 9441 94, 9 211CIPT A4 141CO'. AMIr CGIRIECTOPIr vmns� vvztxwt�%S� off-lEpum uzlillo faf ljjj,,� O[SIpt p"IflaWr tf alfACoato l4_lrW*It0 SIOEA101111-G. 00 MOW DL _ LEN. 20-0-0 &PIN ca"Claw plig. opiellgCS. jlflfjt�fl. Vt%'jQj StAloV.03 Of ljtrr"-Eg%,ir AfIAOI[a, nirin cEsto r. — SI 11* ;;D%, 6-31&91 OT.LO. So .0 PSF 0/'A IVAII-61" VIAPPLICARt PMVIERWAS Or VVY L Pj, Ail IfollOtIll'S, . 1, ALPIOIE 1101141CIAL UrVAIC 0/1191 .1 11115 YL-10.215tt Jk: COPIr DMFAC� i . 15- PITCH 5. Or/ J 2 TRUSS, ;lt Comp VIFAL W fill& PlAdIla, AMIII�L ft� 'WIEpil VfPtCIfV sent VrOKL IM Afff 12119M, MAC - ArPL MAT 1100f, nqfWJikf DESIGN so 11-C Inmil �:Ptcr Im Call"A C GABLE ENU C=3r. C=1 C= c=; IN CRILIt. Spot 0j"LL tsar W pfi.1fa f 1f*JS%,PtAlV 111SVIOUIE, hP91 IstrIGIIAL OES101 SPECItICA110#1 f0rf WOOD VNISIVI)CII SPACING�--.-- TYPE 2 1273.10 Turnouts,, Driveways exceeding :1 0 fe ln'length,, bu et t less than 800 ;feet in ut lengt1h, isha ' 11 "provide,, a turno' near: the midpoint of the driveway, Where, a driveway exceeds -80", "feet, turnouts shall, b6 provided no m"6re than feet ap4rt4 1273.10 Turn,around. A turnaround shall be provided at all building sites on driveways over 300 feet- "in length and shall be within 50 feet of the bui n ldi_q. 1270.111 Gates. YI%IJ 1. Gate,entrances shall be at, least 'two f eet wider tha'n� the roadway it serves. 2i The gates must bo: located at least 80 feet rQm the - roadway and shall open,to allow, a vehicle to stop without obstructing traffic, on that. roadway, 3. Where a one''way road with a single traffic land provides ent' rance, a 50 foot turning radius shall be used, Fuel Modification 1276.01 Setback for Structure Defensible 8pace. 1. All parcels I acre and larger shall provide a i -ainimum 30 foot set -back for bu and accessory buildings .0ildings from all property lines and/or the ce,nter of the road. 2. For parcels less than I acre, local jurisdiction shall provide for the same practical effect. 8ee Other Requirements below, 1276.02 Disposal of Veg'�'_'La'tion and Fuel$. Disposal, including chipping, burying, burning Or removal to a landfill site approved by the local jurisdiction, -,)f flammable vegeta- tion and fuels caused by site development and construc- tion, road and driveway construction and fuel modifica- tion shall be completed pri lor to completion of road 'A construction or final inspection of a building permit. BY TRUSS MFR, OB� tin:mn nt not THIS OWG.. PREPAPED FROK r ION$) SUBMITTED_ OMPIJTER INPUT (LOADS DIMENS_ TG X LOG L -R.- O�.29 6.27 12.00 17,73 23.71 TOR CHORG, 2X4 FIR -LARCH X HOR -80T CHORD- 2X4' > � r8- W 13 FlRv-LARM #1 E WEBS 2X4 FIR-LAqCN STANOARD� BC,X-LOG L -R: 0.29, B-18 15.82 23.71 C En CONNECTOR. Ptr'-ATE9 MUST BE INSTALLEUIN ACCORDANCE WITR SINGLE CUT WEG #-TG: J, 4 REQUIREMENTS OF I.C.80�_ RESEARCRREPORT 02949- (U) BOTTOM CHORD CHECKED FORJ0 PSF LIVE LOAD. P -TES ARE TO BE, CENTERED 09 THE JOINT. LEFT TG 'RIGHT AND TO R TO BUrTOM. EXCEPT WHEN LOCATED�BY CIRCLE ORDIMENSION. TOP CHORD SHALL BE LATERALLY BRACEDWITH PROPERfY CONNECTED -T L - SEE DRAWING 130FOR "PLATE LOCATIONS ON YPIGAL JOINTS,� PURLINS SPACED AT A MAXIMUM OF 24" O.C. 0 NOTE: 2X4. 03 H=-Ua-FIR OR B ...INUOU& LAT I ERAL BOTTOM ETT R C�"r' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS ro CHOROF, BRACING 9 72�- MAX G -C- REQUIRED- ATTACR WITH 'TABLE G.IB. w 0 Z-i6d NAILS,, BRACING, IS NUT REOUIRED IF A RIGID, CEILING 0 "HORD. BRACING MATERIAL IS. XTTACHEU DIRECTLY TO BOTTOR G TO, BE Sb-"PLIEJU� AND ATT!�CHEE), AT BOTH- ENDS TO A SUITA13LE SOPPORT 8.ir EREC:7IOtt CONTRAG-TOR.. 4X4 110 IX3 1, x 5, 4X4 tIP- 5-30-93 s- 00 6.00 4X4 CIVIL or'rwi 3X4 3X4 3X4 n J2-0-0 -0-0 2-0-0 -02 ---24-0-0 OVER 2: SUPPORTS R' 9 R PLT- TYPI.-ALPINE SEGN-- qf5g& FURNISH A; COPY OF THISDESIGN TO ERECTIORCONTRACTOR �-StALE 0.:2500 U JREF --83189 Lp "MCMIfElwa� pmo=s-� 11c, IVA=f,' MUM lE"M$Cz cmw OESIGNF 80 R427 r= X*IMPORTANT** vwx --w mE.apmmr- Fca Pm KARNING ipe mmum victim wo C=rl c= E= C=- - CMAU,10 . N FMX'MWW %VMT:cA'lIVW, 09 AM M"ATICH- r IM TC L,� 3 'W-,PtF DATE 05/03/90 Mw D=c �sm "off -al. 0 -ala r r-=: c=', VwIs vengs an wr r=uw w pmw -oc Tmw IN CpNF0Fw4"Cx CVWVffA'Wr AM PECOMEND&T 20*�aMf. IWE L C= = :wm:lw '"uw* STMWM WWI uIsmsis", rm, =InowL$ncTsLpv;A&- Tr, Ol PSF ORWG CAUSR427 90123051' L-\, KlMMAMUP" VAW C=, AM, 9WO9. SALVAXIzzly WITZEL to-mp No"' wAcI;w MwIsm-pem. wula vocon" L PIN qrw-mm. agm or mm sia oum,A. . 90ft UP MM VWJ. W. tATEMUY MUM CA, L (U) 5.0 PSF CA -ENG MMY' CW*CT0M 10 WTOVAMI-AT JAC9 Jorw AND LMAIV AS; WITN PPCPMY ATTA04ED: FUMM WWA791"K, —0-0 r6= man. w-wjw slam ew a- MxlluL IKE= onewmim pvm. "Ma _ 9 avv WIT)t MID MILIN3 DRIZAACTM Pi.LO. 45.0 PSFIO/A. LEN. 24 TFW MSZCW 57AMDAMS uVFlW %alU APPUCA&E VM.Vj=a'.% or AS V%CIfIW: C" GE510J. 00 My_ W- 11HIS11 lilljol ploplill DUR.FAC, J -15 JPITCH 6.0/J2 RM9 uc� RIFT 0M. CEM04 W111HFIVE FETASUAKIMATED WeS. I 1 1 r —TV1 — �Mw PLAIE Iff.117UTL HM 1UTIONAL CIESM KfCjrjcllICN FCM V= CaPaTrXictlon ISPACING 24.0' TYPE COMN-- Tlilt; Djr,. pfEPAMO FROM CORMrER VMT CLOADS a DIMENSIONS 3) SMITTEG BY TRUSS; STR- 0 TW CHOM ZX4- FL 01 THIS DESIGN TO BE USED WITH ORYKALL OR DTHIER FLEXIBLE CEILING SOT CHOW W FL IT ONLY- DGNOT USE WrTH PLASTER CEILING� a NESS 2X4 FL Standar6 IR ACCORDANCE WITH.TWE CONNEMRPL&TES.MUST BE INSTALLED REGUIREMENTS OF I.C.B.O. RE -SEARCH REPORT 02949. CONNECTOR PLATES DESIGNED MR. GREW LUMBER FiM NDt-gi TABLE 10 PSF BOTTOM CHORD LVE LOAD CHECKED PER UBC CRITERIA. (D CONTRACTOM WAM41W., REFER TO DRAWINGS A103� AND A104R FOR OVERHANG DETAILS. --THIS TRUSS, IS DESIC4,rM TO MAR. At a-/CFt- SUPPORT A00tTIONAL LOADS AT, SPECIFIC, LOCATIONS� PARTICULAR CARE ISADVISED DURING INSTALLATIO-K, -0 ENSURFE 7HATTHIS TRUSS IS ERECTED PROPEALY-� C> 4 4 3X4 3X4 z B2 B3 W5 Z.SX4 [Ali Z.5X4 (Al) Ml .3X4 1 - IBI Et k 12-0-0 2'13 a Io - 24' OVER -Z SUPPORTS A -593f W-3`8 R -1320f Sf-w3=8 R-6730 W-3-8" FLT. TM- A PT DESIGN CRITUBC I ��SCALE 0-2500 WARNII Tc 0:.- AEF A427-03 16 C=: C= �c= C= TEA& .00 co,sw vmlo:.- sm mv-9i ar rpi. ste Imm vEmn PSF DATE 10/09/93— C=: C= M V4W W WfV*WACV ff"H Wt TPI. rOct AWtTt0b*- ZV=AL. Svwawr spac" or AU: CV M& Mir- STUX M. Lott= onleFutm, twicArm np 4 CAUM427'93282W] PsF ww"cm-ft emrso uut ir armull, emaD lift" wwfa r- PSF CA -ENS -D.�t 4C - C LL E 26&�-r- aulas IYA"34�W it CAM Irm VaEftAf AFTA pa-sis ctx-lsc -- SEE In WIV - +11 I -who 45 �O PSEJ ALPIM -VYL WMIE Ultna lip n"PEA sm am uat NJ"= "Miew ft Tw- Gova"T'aa= MknMt. AtftIC411W nlRUsa IL cart &,TKS AG. TRUSS, OUR -F rv:cmv� mu pmL vor Or MUM %pas, w Jxf otmw wstol-Ml "R VMS$ EAMIM =Woktcmgl- C= C= =Tcmm oM35vcnrATtm,sa* wwo cvm�iivv 2-4 v Pits OKG_ F�EARW FnW IhPUT (LOADS ONS) job.- MscARr-l0SFOM CARROL), Tf -Fin c:, x-:71,gn cowrjuUOUS LATERAL BRACING TO 3JD 2x4 FL ft BE EGUALLYS _4CH (Al IX4 #3 HEM S. BRACING 'PACE D .. At f (2) ad NAlL TOP CHOF AT BOTH ENDSTO A BOTCHORD- 2)c4 FL 01 MATERIAL TO BE fWPLIED AND ATTACHED �rr_85_ 2x4 FL Standard suiusLESUPPOW BY ERECTION CONTRACTOR. 2� -,INS P24-00- OC!,01 TACHED pUt TOP CHORD To BE BRACED By PROPERLY AT -SPECTAL LOADS - - — - — - — JR PLATES MUST BE DESIGNED & INSTALLEG IN ACCORDANCE 16 CONNECTI X - Frim 80 PLF at -2.00 to 80 PLF at 29:.00 vrITH REGUIREMENTS OF I.C.B.,O. RESEARCH REPORT 42949, Frotw 10 Pl.F rt 0-00 to to PLF at 2S.00 TC - 90 Lff COncentrate6 Load at 26.00 60TTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. O.C. Ln COWNECTOR F FOFr GREEN LUMBER PE, NOS -01 TABLE A 111GIO CEILING OR CONTINUOUS LATERAL BRACING AT 72.00 cy LATE5 DESIGNED 7.3 -93. MUST st PROPERLY ATTACHEO:TO T4lE:8OTTOH CHORD. *9*LOADIN0 ON[ THIS, TTMSS CALCULATEG 15Y TRUSS FABSICATORK-1* -.L CEW NTRATW LOAD(S) WHERE jfjIS TpuSs IS DESIGNED TO SUPPMT ADDITICtif El 4X4 _77 kX4 3X4 X4 3X4 got c): L.5X4 (Al X6 (B i) CC 4X4 Wl in 3X4 3X4 3x4 14-5-0 ELI z:, 29r" OVER 2 SUPPORTS a R-13799 V=3*6 ED C9 v 17- OD— SCA F pLj,� Tyfy.-- ALFINE-_ mwgm, come cr�c TC LL 30.0 �pSf AEF R427 __85 'Pc- WARNINGrm, mpj;jp,�, malo" Am )f*lMP0RT-ARTX)�lmlllZml MT i c, cL 10.0 PSF DATE 04/24/93 C= 1=� t, at" nest Mlrtrxrlw& InAlf WA, uom- sm "I"t A; t0i. ur Tms Usim; M:vx rz ev" rz 5.0 PSI� ORW CKus"27 9Xr:,14%2 C= FAUAIW TO onto PC W4.6s lwcwlspwvc -�C DL sirm mmTVW AST* MaMPV13- MXES""UN'SL 0.0 SF CA-Eqq E. 0. c= C= nrpm emmawAle YAM w 2=f, sit : 000 UTErAwr sum xt"I wmn C LL P_ mamft, to oc" FArl of W1. — A"s eq S VCCEFT, AS: WED, AMY 4= ealrmcwc C= L-f'At?Ao* 0 PSF MA Alm cutum — 45. L pr C56 P. is" moot suvolml c=y Iffmil rut rn;-n rwmiczmu� vpwnzzm lw sm x vrr_zt. evow"'s UR.FAC.- c C= TAU go pn$ tf=o: MFUES"Ja TME, CV -1* SPACING 5sae, above i I lot w mum WM4 111 Aw uwR vat - IL -r-cDAam rianu CMpLITER jKpuj A�JuMjl �TTED BY TAVS�;Mrp mA n 3b-. ViDSCAR—MOSrOAD CAM 0: FLEXIBLE C. EILING, TOP CHORD 2x4 FL #1 HIS 'DESIGN TO BE USED MIM ORYWAM OT -1 -TER ONLY Do f -.40T USE N17H �PLNSTER 'CEILING. BOT CHORD 2x4fL #1 WEBS 2x4 FL Stafld8f'd Aig T mjAf 1X4 43 HEM41A DR BE7TER.,CONTW US LA Er.%A BRACING To, TTACHI(ITH. '(2) M -NAILS-'�- vmcr"G� ]BE EQUALLY SPACED.. A -MATERIAL TO' -BE �SUPPLIM AND -ATTAJCKEDL AT BOTWENDS A SPECIAL LOADS SUITABLV- SUPPOAT BY ERECTION CONTR,ACJOR.� — -------------------- --- — -------- W. T i4sTALLED IN ACCORDANCE WITH THE-� C - Fran 70,PLF at 19.00 to 110'PLF at 25-00 S MUST BE I From. So PLF at -2.00 to 80 PLF at 26.00 CONNECTOB P'ATF. T" ESEARCH REPDAIT., #2949.- From- 10 PLF at 26.00 to 10 PLF REGUIRE-KEN S OF I.C.8,0- p i- , - (5 BC. From :10 PLF at 0.00 to tO PLF.at 29.00, 10 PSF SOTTu�t CiiWD LIVELOAD CH cireo PER118C CRXTERIA� E JE:,tlo LB Concentrated Load at �25-,00 90 LB, Concentrated Load at 26.00 REFER TDDRAWINGS- A103 AND FOR GVEMAING DttAILS- Cbmi4ECTOR PLATES UESIGN80 FOR GREEN LumeER PER-INGS-91 'TABLE X THIq� -fRUSS, jS !)ESjGt4Ep To SUPPORT ADDITIONAL �ONGENMTED 7,3.3. LOAD(S) WHERE 21�-0�0 1-0-0 THMARE DESIG WED TO SUPPORT 10 PLF DM LOADI N kl- 4AN (L QVEFI� 2 MITs R=1691# W=30.9 �R=16030 W -V8 -0 /F 'SCALg n' ARA ILIQ 75 jye�, I.Plug ng5i N RtT CA TC LL: 30.0 PSF� REF PA27=6831s--f )f*1KP0RTANT**1 x WARNINq1;,1mrA` mcum"m C= x= C= C=3 C:J WtL IMT W RMnblaE "R Rif itum mom A"L� C= C- OEV JAI 10, fM Tt. MfGn 2p WZVE� DpAnt t;ft1u*- -t[rr jj'r,-A at WE. sm THIS VMJFN C OL -10,0 ?SF DM-, - 40/09/93 U at -Ipj. rom LMMOOL TPECM PERWOFS tUMV It 0 C= C=i C= FAILVE tv awto vC IftM In OXFOPMIME ILIM M&3 PSF: ORK CAUSR4272-32MG9 C= WX a5liv gwrgem. WILESS 0107AM 1=11MAIM TWO C IDL C= r 204 MY. STM 11M DIM Sw%EK MUTMILf GAAM W1 OA 9SF CA--�IENS E. 1) r" A449 GR 9 VMEPt A& WED. AVPL:( CSIZXCIVUS TO CAW 910E Cr lit vrcpsv f(1- C041845,'-- G, LL AM Mkx�3 OfmMISE"MiLlfa tts FRIS prswll� pumcm Lf A'"JoLtv rLT0306 siJEC11mr, smiew cw:m LPIME 5 Ka oawv= m a ISO -t zvex-F- Mom SIL"Mra.- K319 PP02ULIF AMD" timm r---r-vn -- SFIE f'�]aV 4 S. 0 C= WAXCIOn Irmi"1011sviaspIn 13tv XLMfX PaMICAL UPPLUC P/114Z FbV MOPEP OT CMIL 13UR MWCW WMuclam wjmst CROLM APPUCALT306 . . FUMqM FAC. 1-415 TRUSS Tats vam"pa muls T -w 1:c4v0"qr- OuICIE10 a r—i 4i"INI& -, : lip ill LCOM tolIC 19M EVMTILVI COUACYLIM. w axv,. UV MALL'= BE VEL V10 VMJ'01 -AW OTSIEP V41- I Z. LOADINS -aibMe, 2�w-lpj - Tp --ss mix-frisTimr- 14A - 3021 talInvit OV 16" IMECIFIrArtcri son swu C*r.Tmznsip 5 4 3-0-0 4X4 4X4 3x 4 1.5X4 J.SX4 (A) W4 z 6X4 83) z 3X6 [81), 13 U 3X45XB AM oz- z Z:1 U, w 4X4 - x 14-6-0 14-2-8 4� N kl- 4AN (L QVEFI� 2 MITs R=1691# W=30.9 �R=16030 W -V8 -0 /F 'SCALg n' ARA ILIQ 75 jye�, I.Plug ng5i N RtT CA TC LL: 30.0 PSF� REF PA27=6831s--f )f*1KP0RTANT**1 x WARNINq1;,1mrA` mcum"m C= x= C= C=3 C:J WtL IMT W RMnblaE "R Rif itum mom A"L� C= C- OEV JAI 10, fM Tt. MfGn 2p WZVE� DpAnt t;ft1u*- -t[rr jj'r,-A at WE. sm THIS VMJFN C OL -10,0 ?SF DM-, - 40/09/93 U at -Ipj. rom LMMOOL TPECM PERWOFS tUMV It 0 C= C=i C= FAILVE tv awto vC IftM In OXFOPMIME ILIM M&3 PSF: ORK CAUSR4272-32MG9 C= WX a5liv gwrgem. WILESS 0107AM 1=11MAIM TWO C IDL C= r 204 MY. STM 11M DIM Sw%EK MUTMILf GAAM W1 OA 9SF CA--�IENS E. 1) r" A449 GR 9 VMEPt A& WED. AVPL:( CSIZXCIVUS TO CAW 910E Cr lit vrcpsv f(1- C041845,'-- G, LL AM Mkx�3 OfmMISE"MiLlfa tts FRIS prswll� pumcm Lf A'"JoLtv rLT0306 siJEC11mr, smiew cw:m LPIME 5 Ka oawv= m a ISO -t zvex-F- Mom SIL"Mra.- K319 PP02ULIF AMD" timm r---r-vn -- SFIE f'�]aV 4 S. 0 C= WAXCIOn Irmi"1011sviaspIn 13tv XLMfX PaMICAL UPPLUC P/114Z FbV MOPEP OT CMIL 13UR MWCW WMuclam wjmst CROLM APPUCALT306 . . FUMqM FAC. 1-415 TRUSS Tats vam"pa muls T -w 1:c4v0"qr- OuICIE10 a r—i 4i"INI& -, : lip ill LCOM tolIC 19M EVMTILVI COUACYLIM. w axv,. UV MALL'= BE VEL V10 VMJ'01 -AW OTSIEP V41- I Z. LOADINS -aibMe, 2�w-lpj - Tp --ss mix-frisTimr- 14A - 3021 talInvit OV 16" IMECIFIrArtcri son swu C*r.Tmznsip let nom -Lam — MW SUBM177ED 6v TRUSS, ws. y1011; 0K5. MPARED �wkfl INPUT. (LDAbS C DIMS1 job- 00SCAR—HOSFORD cARAOU T2 IX4 t-1,HEK-FTl; OR BETTE . R CONTINUOUS LATERAL BRAWIG, TO IP (2) Bd WAILS. 13RACING c ,D P -,c4 �Fl, #1 1, 73 9X4 FL Ss. HE EGUALLY SPACEO. ATTACH WITH -HED AT eo*rH ENDS TO A 0 OP CROA BE SUPPLIE0 AND ATTACRACTOR.- M �,130T CHORD, 2x4 FL #1 MATERIAL TO WEBS P -A4 FL standard SUITABLE SUPPORT BY ERECTION CONT OC Ctjopo 10 BE BRACED 81 PROPERLY ATTACHED PURLINS @24 -DO -�4 TOP SPECIAL LOADS ---------- ----------- INSTALLED IN ACCORDANCE -------------- — ------- — --- CONNECTORPLATES MUST BE DESIGNE EARC14 REPORT 02949, TC - From So PLF at -P-06 to GOPLF at 19-00 TS OF I,C-B-O- RES F at 25.00 WITH 13EGUIREMEN TC - From i6o PLF at ISM to ISO P TC - From 80 PLF at 25.OD to so P F at 25.00 M CHORD, CHECKED FOR 10 PSF LIVE LOAD. 4 at 26.00 to 10 F at 29.00 BOTTO TC - Fvom -10 PLI at 0100 to I at 29,00 on CONTINUuuS LATERAL BRACING AT 72-00" 8C - From 0 PL '10 s 10 CEILING ;si Load at 25.00 A XG E To THE BOTTOWCHORD. TC 110 LB Coitcentrat NUST BE PROPERLY ATTACR n, Tc 90 LB ConceAtrtted Load at 26.00 CS DESIGNED FORGREEN LUMBER PER ND$41 TABLE THIS TRUSS ls,oESIGNED TO sVpoRT ADDI,TIONAL, CaVENTRATED LOAID(S) WER5 CONNECTOR. 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''I'll - --- . �. - � ,- . .. ..... ,,, I � � I � � I I I I I � I I I il I ---.- -, I - - , - -1 r I 11 I � ,L ii; I I -r- , .!,,� 1-11-- I. -- '111 � I - I I -;-Ir .- - -1--, -1- . I - I �- -- -.-, - I-- 11-1 -.111.1 - � - t. r -, . � . 11 --1 - 1111-11-1111-1`�-��- �"i I it�.�',- 1.---1 -.1 � -A' .- 11-11 -11-1-- ,,, I'll -.. ---- I I I � I I I - . I I , W M -�� 1� ,l-, - --1. -11 pill. -_'t��,, ,,, ''. - 1. 1,- - ,� ATTACHMENT PERMIT # E T;naer' ,.:author*ty of PRC 4290, the f ollowing ,��hec%ed items are required, by, the� 8u-te, County Fire Department and are made' a part bf' this Permit These requirements are, minimums and will be, superseded by A dards. I�Utte County local recrulations wh ch equal or exceed tIese stan F3*.'eld inspections will be made by the Butte County Building Department for, comp.lianoe, 1272.00 Maintenance of Defensible Space.. To ensure continued maintenance of properties in conformance with these ed availabil- standards and measures and to assure continu u 'l,ization of the defensible, space ity, access and -,tJ provided for in these standards annual maintenance MUSII. ovided for by the land owner. Driveway Stai�k 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple ment the roadway bed or shoulders) shall provide unob- attuctod access to conventional. drive vehicles, including sedans and, fire apparatus weighing up to 40,000 pounds. 1273.03 Grade.. Not to exceed IG percent unless paved. 1273.04 Driveway Radius. de radius Or 1. No roadway $hall have a horizontal insi rface curvature of less than 50 feet and additional su. -100 width of 4 feet shall be added to curves of 50 feet radius; 2 feet to those from 100-200 feet. 2. The. length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not iess than 100 -f eet. 1273,05 Turnarounds. If required, will ha�,re a minimu'm turning rad -us of 40 feet from the center of the road. 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long wIth a minlimum 25 foot taper oil each end. 1270.10 width, All driveways shall provide a minimum 10 foot traffic land and unobstructed vertical clearance of 15 feet; along its entire length. 1. All parcels.1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory bui.1dings from all property lines and/or the center Of the road. 2. F'or parcels less than 1 acree local juri,sdir�tion shall provide for the same practical e1fect. S eel, Other Requitements below. 12 7 6. Disposal of Vegetation and Fuels i D3109posal, including chipping, burying, bu , rning or removal to a landfill Aite approved by ithe local jurisdictioni, of flammable voq-'eta- tion and fuels c --.used by site development and c0nstrMc tion, road and, d-z-iveway construction and fuel, modift(la" tion shall be completed prior to completicl�)a Of road construction or final inspection of a bL-Jld'4n!U permit. A00 3 C) 1273.10 Tu-"'rnouts,. Drive ways exceddiftg 150 feet in len.5th, but less than 800 'feet in length., shall 'provide, a turnout near the midpoint of the driveway. Where A driveway exceed uts sha 1 s 800 feetf turno— 11 be prov� ded n&more than - 400 feet apa,rt.,� 1273.10 Turnaround. A turnaround shall be provided at all: b ildinq sites 'on driveways'over 300 feet in length and u shallbe within 50 feet of the buildi rig Gate,p. 1 1. Gate entrances shall be at least two feet, wider than the roadway 'it serves. 2, The gates must be located at least '30 feet: from the roadway and shall open to allow a Vehlicle to Stop Y. without obstructing traffic on that roadway 3. Where a one-way road with a single traff -0 land provides entrance, a 50 foot turning rad.-IIus shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Spac e 1. All parcels.1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory bui.1dings from all property lines and/or the center Of the road. 2. F'or parcels less than 1 acree local juri,sdir�tion shall provide for the same practical e1fect. S eel, Other Requitements below. 12 7 6. Disposal of Vegetation and Fuels i D3109posal, including chipping, burying, bu , rning or removal to a landfill Aite approved by ithe local jurisdictioni, of flammable voq-'eta- tion and fuels c --.used by site development and c0nstrMc tion, road and, d-z-iveway construction and fuel, modift(la" tion shall be completed prior to completicl�)a Of road construction or final inspection of a bL-Jld'4n!U permit. 4;_ Wvk 41� SPECIAL INSPECTION NOTE In addition to the inspec3tions required by the Un;Lform Building Code �Sec-tion 305, a Special I Inspection is required, mi this baildi a& in accordance with the �U.nif Qrm Building Code Section �06- Duties. and Responsibilities of the Special Inspector. The special inspector shall observe the work -assigned for con— formance with the approved design -drawings and specifications. - 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Department stating whether the work requiring special inspection, was, to the best of his knowledge, J.n conformance with the approved plans and specifications and the.applicable workmanship provision of this code., 4, The special in8pector shall advise the contractor that Building i.apartment called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special 'inspection firms made after permit issuance shall be approved by the Building Department prior to the new firm performing any inspections. 6, Special inspections. are in addition to the regular inspections performed by Butte County Building Department, County inspection. approval and sign off is not to be construed as authorization to proceed with work 'Which obscures, covers,orotherwise prevents proper special inspection. Special inspection is required for the following items: REINFORCED CONCRETE (TAKING OF TEST SPECIMENS, PLACEMENT OF REINFORCING AND PLACING OF CONCRETE) STRUCTURAL MASONRY xHIGH STRENGTH BOLTING �T,