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Home My WebLink About017-030-038a pv •u 1 4 r5-38 4256=90P, E t ' rP ( ELEC aO io0i- + T- , s A?/ GAS I GALLEY,_: coat &QtYionne R• -. --- i COMPACTION • TEST • RE y� r -fid, Chico i •; T STRUCT RE (utilities/M `O/d SUPPOR _��.. ��..--- AA 11-3 8 IV �; Permit#425 (installatio tl) 11-35-3 I i permit#1902-91B� o (new gara�., t01 1-.35-0-038 .,. ,.. 1-3563 GA I L'EY , , SCOT ��'� ' CONTR,: K ENBACH CONSTID MAGA LI 5259 E_ O NI.MSHEW STAGE RD, _F_0R• GARAGE EL. 4 011-350-038 .r=PERMIT�95-25 9 GAILEY, Scott:& Yvonne �jfj�f� _5259 Old.Nimshew.StageiRa.,,Magalia New' Single Family;p oil -,35-"0-038 ;` 95-2.9�0S B GAILEY,-Scott &Yvonne, 5259 01 "Nimshew' Stage•Rd; MagaAa.. , (add 1 cov porch)•' Joseph Ryan ;? ,.' t.. ', i . - E •_ '' 003/9 011-350-038 -#96 GAILEY, Scott&�Yvorine' 5259 OldNimshew,Stg;'Rd.Magalia,'� + Add`Gameroom/SF ti 011-35-0-03896.2471 / B i GAILEY, Scott A. /- � 5259 Old Nimshew Stage Rd, Chico - ` (to comp 95-2529) 0 . I ' f t RESIDENTIAL 011-350-038 PERMIT#96-0039 GAILEY, Scott & Yvonne 5259 Old Nimshew Stg Rd.,-Magalia Add Gameroom/SF �5- 0-5 r 'll -y q(o_ JOB FINALED (Date) ' ;Signature v _ Q. V=OK 0 = Not OK `= Applicable Nott Ready MOBILIE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; SoilsSize-Dep"pacing-Connectors-Steel 3. Sewer, Location -Test Fall -C/0 -Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rf rs.-Connectors Shthg: Rfg: Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ / L ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/0 to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rf rs.-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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 O O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except tf's ` 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" 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- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _Date _ _ _ _PLUMBING (Permit) ,OK except a's -16.-Water Htr.: Vent -Access -Combust ion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection •-------- - - --- - - - - 18. D.W.V : Test -Fittings & Anchor -Nail Protection ------------------------'------------------------- 19. --------------- 19. Shower Pan: Test..First Floor -Tub Access - -------------------------------------- 20. Test Tub -&-Shower.- Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ---------------------------- -------------------------------------------- Date Card B-1 DateCard B-1 ------------------------------------------------- -- ------------ --- - - -- -. . Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rr's 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'Mech. Fastners-Bond Gas & Water -----------------------------------------------.-.._--- _- - - - ---- - - - - - - --- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI -------------------------------------------------------------------- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------------------------- ---------`---------------------- -------------- .. 29. Range Circ r , ga. Cu or AI -Oven Circ. / r ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----- ------------------------------.....--------._. .. 30. Service -Riser Conductors & Ground -Main Disconnect ------- ----........---._.. ............... ..... 31. Equip. Clearances Panels-Motors-Mech. Equip. - ------- - -------- -------....-._ _. ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light --------------------------------- --------------------------- --- . . .. - --------- 33. Smoke Detector ------------------------------ .... I ------- ---------- -------I ............... .. Date Card B-1Date Card B-1 -------------- .... _..................... ........-------. ..._ ....... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL,(Permit) OK except n's 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 f Furnance in Attic ---- ........ ........... _.. .. .. ... .. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a'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 Ceil ngs-Stags-Chases-Tub ..._ ....... .....__......... ..... .. _ . .. 44. Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps-Anchors=Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 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-Underflr. Access 57. Glazing Area -Glass Protection-Skvliohts- Plastic 58. Shear Walls: -Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------------------- 60. Infiltration -Walls -Windows --•------------------------------------------------ -- Date_ Card B-1 _Date• _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except n's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- --------------- - - -- 62. Smoke Detector -------------- ------------------------------- - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------- --------------------------------- 64. Bedroom Exiting .... -. _.. - ----------------------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa -- -- --- ...----- -------------------------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ..--- -- --------------------------- 67. Stairs & Rails ...... ---------------------- 6d. 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 -Meth. Protection ..... - -------------------------- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location - ----------- 76. --------- -------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection .... .- ------- ----------------------------------------- 7,. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------ ----- 78. Guard Rails & Deck Construction -Post Caps ---- ---------------------------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Followin instld� Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --- .--------------- ----------------------------- 81. Stucco: Brown -Finish ......_......._.._...------------------ A --------- ---- d2 C. Unit: Disconnect. Electrical. Plumbing ... ... - - -- --- --------------------- --------- -- ----- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ..._. -.. --------------------------------------- 84 Water Well: Disconnect. Electrical. Plumbing . ... ..... . ....---------------- -------- --------- ----- d5 Exterior Elec. Trim: G.F.I. Receptacle -Underground . ------------------------------------------ 86 Ventilation Throughout House . . _ ...._.-- ---------- - ----------- d7 Glass Protection _ _..... ----------- -------------------- 88. Corrections lrom 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 .. .-.-. - ---...------------------------------------- Date Card B-1 Date Card B-1 . . .. . . ... -------------------------------------- Date .........---------------------------Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments. at Final: i l i 1 1. . t// COUNTY OF BUTTE- DEPARTMENT -OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO. APPLICATIONANb PERMIT 9G-dds %' ASSESSOR PARCEL NUMBER 011-350-038 ZONING BUILDING PERMIT OWNER IAILEY SCOTT YVONNE TELEPHONE 343-6565 SO, Fr, - OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 5259 OLD NIMSHEW STAGE RD MAG 1194 R 17,496 CONTRACTOR'S NAME TELEPHONE ^� t ✓ CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION (ENDER UNIWOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee3 41� $1 ononrorv�a�x�� ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee R,2-7 t $122., Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 5259 OLD NIMSHEW STI RD, MAGALIA PERMITFEE $rj(��, 3,6` PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOTNO. - SUBDNISION'SNAME PARCEL MAP Solar or heat pump Water heater 23,00 USE OF STRUCTURE SF Q Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other x7 h) Describe Work: GAME ROOMy Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service*% -A OoR LEsR LESsS ( zooA ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 ( commencin g ) with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( 8 ACC. ) / SO. {O 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET UTLE NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS 8 ( SINGLE OUTLET CIR. ) EX. Occup. ( OUTLET OR FIXTURES) BAL 20 @ 1.00 50 Ex. Occup. OUTLETS (RESD.)EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ , Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating DUCTE 15.00 Cooling Hood 6.50 Ventilation PERMITFEE $ 35.0 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not mploy any person in any manner so as to become subject to workers co pensation laws of California, and agree that if I should become subject to the w ers' compensation provisions of section 3700 of the Labor Code, I shall f hwith com with those provisions. XD ______ Date _ j�--- Signature of Applic Owner ❑ Contractor ❑ Agent An OSHA permit is requl for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspectio Fee $ t coN JJPE TOTAL FEE $-7V,() HAZ. -- D. F IMP FLOOD CDF P C PD H IS UE _. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date (` 7 PERMITEXPIRESON g 9 L,(perl) Receipt No. 6 -6 - To T-3% T-7 g t to WHITE•D.D.S.-B.D. CANARY -ASSESSOR -INSPECTOR GOLDENROD -APPLICANT � rl�-j37�.:.,�"-..`-r-rri:..rif;-'{. ri.�'f'�=�:`�i+•...f'-*w?:: •R'ii4'` r�r r.S�. a,,,,}itr-'�"-t' i7p�•..;�;,'lj�..� ,.. :1�+/6:n.,r�:.sr..A^r-+� '«•...�.. _ .� . _ COUNTY OF BUTTE - DEPARTMENT; FbEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 A rT�� ONI:IZ Gam-/ Ze Proposed Building Use PERMITAPPLICATION DATA SHEET !� J C .o P. No. Building Inspector Date J 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. s All items,tGve 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 . .................. 7. Statement of Intent for Non=Heated and A/C Buildings . ............ t ......... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. .. � ........ 10. 111. Fees of $ Impact fees �`I�cok13.15....... as shown on attached schedule. .., ... e N.l,. 12. California Department of Forestry plan approval/fees. ....................... . a- �d4. �1 Flood elevation -letter (100 year flootbyiCa�ifornia Engineer. . Sanitation and plot plan approval ��tt I/GG��CC�� Health 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). .. .. 20. req... Pre -inspection for 1,1"s°�°" req° estrequired. . . 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 . ......................................... 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 . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check,list....................................................... 33. 34. Wheyyou issue the er i c as follows: Mail to owner. Mail to contractor. Telephone �J and hold for pickup at G office. Deliver with inspector. Other Parcel Creation j 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 permit issuance: Cir-negt item not phecked bove). 1. Index permit for above items No. - 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone)L-`m 'H `Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Coun er by _ Date Plans checked by Date Plans approved by Dat ' U Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ri„t rig„ n«uci,«i 61�3j-- Ow er Location APS Plan Approved for: Sewage Disposal Water Supply: Public I Private Well Clearance for bedroom mobile home. Other('�il a hl >I-- . Hold final for: Final clearance O.K. for: NOTE: 41,11— -4— 1. �) k E(fvironmental Health Specialist 8/92 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING'DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER �Jiip-i �' .� sS-C ig-7 A.P. #Qi/ = >S— PROPOSED BUILDING USE ' DATE / 3 REC. # DATE REC 1. SCHOOL ' SCHOOL DISTRICT FEES C 141 Gd ' (paid at District Office) 3 —� .2. SHERIFF FEES (paid at Building Division) ; Residential...... x =$ unit amt. Commercial (sq. ft.).. x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$. #units amt. _ Commercial (sq.ft.). x =$ sq. ft. amt. .. / 4.. RECREATION DISTRICT FEES (paid at District Office) , G `&S 5. THERMALITO DRAINAGE DISTRICT FEES $400-.00 (paid at Building Division) u 6 -SRA FIRE INSPECTION AND PLAN CHECK ' $89.00 (paid at Building Division) ,. 7. WATER TENDER FEES r (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permi application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE h ';Yr'++ir1T'�wwr;�47�rn....�y.,tt._y'-'..--'„�.+".r�^``'a�- .----'»in�i��n��i7'-^+rr"a.-swlli'°�'»'^T"fWy ;',�'Ryl"�'x�' �"�•n`'r.M;r"r!'1M��r3.;:(ry►'''f1;21:..;R+�yw.�s��,��,-`ti; BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) (. School District C Building Department No. A Y A.P. Number Jurisdiction: City Lk] County Property Owner Property Location/Address $ oZ 59 O Id 4/i 44 S tie --J A*X; :-y ;Z Subdivison Residential Development Commercial/Industrial w Building Department p CY ` 0 No. of Living MHI Units New District Identification No. School District certifies that ress) , Lot No. 0] Sq. Footage /31?_ Addition (Group R) 0 Sq. Footage Addition m (Including Exterior Roofed Areas) I- 30-9k Date `3 z/ S'6 (Phone Number) � iC?�_ (City) (State) (Zip Code) has complied with the requirements of Resolution No. , �j� by payment of $ Q?,607�9 representing square feet. 0 School DistFict Rep Paid by Check # Remarks: Bank Number Paid by Cash AS 2926 $ FULL MITIGATION $ 1 /^ 1�-Y6 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm C" Ot DEC -0.1-95 FRI 12:16 PLAN HOUSE LTD. Fox Cover sheet To: Georae Kelloc o/Butte County Buildlna De 916 892 8008 Date: December 1, 1995 71m e: Telephone No. Fax No.536-2140 From: Lorry J. Warner PHL -ARCHITECTURE +PLANNING + ENGINEERING Phui House Ltd. 10 - C Williamsburg Lane Chico, CA 95926 Voice/Fax 916. 892. 8008 Voice 916. 892. 8009 TOTAL NUMBER OF PAGES INCLUDING COVF-M SHEET 3 Re: Galley single family residence. basement wall colt. 5259 Old Nimshew Rd. Chico APN 011-350-036 At-rached Is a talc for t:,e bosEment wall regarding -rhe above mentioned project. Carl requested the. we fcx this to you for your approval so That the con-, roctor con backfill the wall on Monday Dec. Please no.ify Cori , as well as my office os soon as possible. Also, please note In the telt that the backfill does not exceed 3'6" and slopes away from the well. 7 Thank you,. _.--- -- A:a (�AE, cc Scott Goiley Iv ` Joe Ryan, contractor File �f / tz P.01 =2h' P A 1319 33 7 S 4.4D �rcj = �• 6 �,•-� r o �C33j L 3� 17-5 �.J a7/a7) Z. S8 9 L a. » Z o iC -• LCS"� is •� �v-L r..� pc�uE_ ��,��.... $>-w �r1-c.c.. . LA1/ 4- 5 'ew� !!3`60 C. DEC -01-95 FRI 12:18_PLAN HOUSE LTD. 916 892 8008 P.03 <� _71199 9 s =2h' P A 1319 33 7 S 4.4D �rcj = �• 6 �,•-� r o �C33j L 3� 17-5 �.J a7/a7) Z. S8 9 L a. » Z o iC -• LCS"� is •� �v-L r..� pc�uE_ ��,��.... $>-w �r1-c.c.. . LA1/ 4- 5 'ew� !!3`60 C. DEC-01-95.FRI 12:17 PLAN HOUSE LTD. 916 892 8008 G a Ail — � (off t 0 C- ' !Aoez 12. AL 5 I3A►2 �- l iii rJC_ V rc K r � r � - �t2,7,1 l Q �z ✓'RAl i irs.� t.�:,s� CJrJT P.02 C:L 501 L BUTTr COUNTY BUILDING DEPARTMEIV APPROVED l 2 •3�5 . 11 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 Project Address: 5259 Old Nimshew Stage Rd. GAILEY SFR Chico, CA Building Title: SFR 3627 Bui d'ng Permit # Document Author: Larry J. Warner C/ & -1909 3 9 Telephone: 916-892-8008 PlaA Check / at Compliance Method: CALRES2 Version 1.31 Climate Zone: it GENERAL INFORMATION --9k Field Check / Date Conditioned Floor Area: 3627 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 79 deg (East) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value --------------- Door -------- 0 -------- 0.330 Door 0 0.330 Wall 21 0.057 Wall 26 0.044 Ceiling 38 0.025 Floor 21 0.035 Wall 13 0.083 Wall 13 0.083 Wall 18 0.059 Wall ;ga/3 0.098 FENESTRATION Location/Comments Outside Attic Outside Outside Attic Crawlspace Outside Attic Outside Attic Interior Exterior Area U - Shading Orientation and Fins (ft2) value Panes ----------------- Window East/ ----- 06.8 ----- 0.340 ----- 2 Window East 20.0 0.360 2 Window South 52.0 0.360 2 Window West 48.0 0.360 2 Window North 71.00.360 Drape 2 Window West 48.0 0.360 2' Window West 70.0 0.340 2 Window East ✓ 9.0,0.340 Fins 2 Window South 9.0 0.340 2 Window East 113.0 0.360 2 Window West 36.0 0.360 2 Window South 8.0 0.360 2 Window East -53.3 0.400 2 Window West 93.3 0.400 2 Window West 48.0 0.400 2 Window West 97.8 0.400 2 Location/Comments Outside Attic Outside Outside Attic Crawlspace Outside Attic Outside Attic Interior Exterior Overhang Frame Shading Shading and Fins Type Std Drape Bug Screen Overhang Wood Std Drape Bug Screen Overhang Wood Std Drape Bug Screen Overhang Wood Std Drape Bug Screen Overhang Wood Std Drape Bug Screen None Wood Std Drape Bug Screen Fins Wood Std Drape Bug Screen Fins Wood Std Drape Bug Screen None Wood Std Drape Bug Screen None Wood Std Drape Bug Screen Non d Std Drape Bug ,v� Scree aw,v.��d Std Drape Bug S o� Std Drape Bug e rh at 00`3 Std Drape Bu yr Wood Std Drape cr� ins Wood Std Drape Bug Yrekn None Wood CERTIFICATE -OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 THERMAL MASS Area Type Exposed? (ft2) ----------------- ----- None HVAC SYSTEMS Thick (in) Location/Comments ----- ---------------------------------------- Duct Location Type Efficiency and R -value -------------------------- ----------- ------------- Furnace 0.85 AFUE Attic R-4.2 Air cond. -- central split 11.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val -------------------- Std-Heff_Gas Standard ------------ Std-Heff_Gas ----------------- Storage gas ---- 1 ------ 0.63 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC System Name ------------ Std-Neff Gas Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system type ------------ Wood stove boiler? No Wood stove boiler pump? ------------- No Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ Std-Heff_Gas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, and Notes section. DESIGNER OR OWNER Larry J. Warner PHL Architecture + 10-C Willaimsburg Chico, CA 95926 916-892-8008 Planning + Engineer Ln. Lic #. Siate ENrORCEMENT AGENCY Name: Title. Agency: Telephone: Signed Date DOCUMENTATION AUTHOR Larry J. Warner Plan House Ltd. 10-C Williamsburg Lane Chico, CA 95926 916-892-8008 Si to COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 Project Address: .5259 Old Nimshew Stage Rd. GAILEY SFR Chico, CA Building Title: SFR 3627 Building Permit # Document Author: Larry J. Warner Telephone: 916-892-8008 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.70 Space Cooling 10.67 Water Heating 7.20 Total 0 32.57 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 10.98 15.57 6.01 -------- Complies 32.56 Yes 3627 ft2 SFD Single Family Detached 79 deg (East) 1.00 2 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 32643 ft3 Conditioned Footprint Area: 2314 ft2 Ground Floor Area: 2314 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ---------------------------------------------------- ------ ------ House 3627 32643 Conditioned CEC_Standard 810" 97.2 OPAQUE SURFACES Surface Area Type (ft2) ---------- ------ Zone = House Door Door Door Door Wall Wall Wall Wall Wall U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ------------ -------------------------- 48.0 0.330 0 79 90 Yes 6080 Outside 20.0 0.330 0 349 90 Yes CEC_30-Wood Outside 17.8 0.330 0 79 90 Yes 2868 Outside 16.7 0.330 0 169 90 Yes 2668 Attic 589.1 0.057 21 79 90 Yes W21.2x6WS Outside 11.0 0.057 21 214 90 Yes W21.2x6WS Outside 11.0 0.057 21 124 90 Yes W21.2x6WS Outside 306.0 0.044 26 349 90 Yes W21.2x6SF Outside 582.9 0.044 26 259 90 Yes W21.2x6SF Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt --- Gns --- Type Wall 243.0 0.044 26 169 90 Yes ------------ W21.2x6SF Wall 87.0 0.057 21 169 90 Yes W21.2x6WS Ceiling 2314.0 0.025 38 -- 0 Yes R38.2x4.24 Floor 2314.0 0.035 21 -- 180 No FC21.2x8.16 Wall 176.0 0.083 13 79 90 Yes W13.2x4WS Wall 7.0 0.083 13 124 90 Yes W13.2x4WS Wall 7.0 0.083 13 34 90 Yes W13.2x4WS Wall 72.0 0.083 13 79 90 Yes W13.2x4WS Wall 48.0 0.083 13 349 90 Yes W13.2x4WS Wall 136.0 0.059 18 349 90 Yes W13.2x4SF Wall 256.0 0.059 18 259 90 Yes W13.2x4SF Wall 115.3 0.098 it 169 90 Yes W11.2x4.16 Wall 98.0 0.059 18 169 90 Yes W13.2x4SF PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Location/Comments Outside Outside Attic Crawlspace Outside Outside Outside Attic Outside Outside Outside Attic Outside Insul Depth (in) Location/Comments ------ ---------------------------------- Comments ---------------- Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type (ft2) Azm Tlt Type Type Name Zone = House ---- ----- --- --- ------- -------- ------------ 1 Wind 30.0 79 90 Fixed Wood Cle/lowE/fix 1 -1 -tram Wind 6.0 79 90 Fixed Wood Cle/lowE/fix 2 Wind 16.3 79 90 Fixed Wood Cle/lowE/fix 3 Wind 19.5 79 90 Fixed Wood Cle/lowE/fix .4 Wind 12.5 79 90 Fixed Wood Cle/lowE/fix 5 Wind 12.5 79 90 Fixed Wood Cle/lowE/fix 6 Wind 8.0 79 90 Hinged Wood Cle/LowE/cas 7 Wind 10.0 79 90 Fixed Wood Cle/lowE/fix 8 Wind 12.0 79 90 Slider Wood Cle/LowE/cas 9 Wind 12.0 169 90 Slider Wood Cle/LowE/cas 10 Wind 20.0 169 90 Slider Wood Cle/LowE/cas 11 Wind 20.0 169 90 Slider Wood Cle/LowE/cas 12 Wind 16.0 259 90 Slider Wood Cie/LowE/cas 13 Wind 16.0 259 90 Slider Wood Cle/LowE/cas 14 Wind 12.0 349 90 Slider Wood Cle/LowE/cas 15 Wind 24.0 259 90 Slider Wood Cle/LowE/cas 16 Wind 24.0 259 90 Slider Wood Cle/LowE/cas 17 Wind 20.0 259 90 Hinged Wood Cle/lowE/fix 18 Wind 20.0 259 90 Hinged Wood Cle/lowE/fix 19 Wind 30.0 259 90 Fixed Wood Cle/lowE/fix Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Gailey S.F.R. Run: 048 24 -Jan -96 FENESTRATION SURFACES continued OVERHANGS Fenestration -------------------------- Above Name ------------ Height ------ Glazing Depth ------ Fenestration 1 Area Tru 51011 Open Frame Charactr 610" Name Type (ft2) Azm Tlt Type Type Name Comments 616" -------------- 20 ---- Wind ----- 18.0 --- 349 --- 90 ------- Slider -------- Wood ------------ ---------------- Cle/LowE/cas 5 21 Wind 12.0 259 90 Hinged Wood Cle/LowE/cas 111411 38 Wind 4.0 259 90 Fixed Wood Cle/LowE/cas 24 Wind 9.0 124 90 Fixed Wood Cle/lowE/fix 26 Wind 9.0 214 90 Fixed Wood Cle/lowE/fix 25 Wind 36.0 79 90 Slider Wood Cle/LowE/cas 27 Wind 12.0 259 90 Hinged Wood Cle/LowE/cas 28 Wind 12.0 259 90 Hinged Wood Cle/LowE/cas 29 Wind 12.0 259 90 Slider Wood Cle/LowE/cas 30 Wind 12.0 349 90 Slider Wood Cle/LowE/cas 31 Wind 20.0 349 90 Slider Wood Cle/LowE/cas 32 Wind 20.0 79 90 Slider Wood Cle/LowE/cas 33 Wind 12.0 79 90 Slider Wood Cle/LowE/cas 34 Wind 9.0 34 90 Hinged Wood Cle/LowE/cas 35 Wind 36.0 79 90 Slider Wood Cle/LowE/cas 36 Wind 9.0 124 90 Hinged Wood Cle/LowE/cas 37 Wind 8.0 169 90 Slider Wood Cle/LowE/cas DR -16 Wind 53.3 79 90 Slider Wood Cle/LowE DR -15 Wind 53.3 259 90 Slider Wood Cle/LowE DR -14 Wind 48.0 259 90 Hinged Wood Cle/LowE DR -13 Wind 40.0 259 90 Slider Wood Cle/LowE DR -9 Wind 17.8 259 90 Hinged Wood Cle/LowE DR -22 Wind 40.0 259 90 Hinged Wood Cle/LowE DR -23 Wind 40.0 259 90 Hinged Wood Cle/LowE GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type --------- Panes value ----- ----- Only Shade Type Shade Shade Type ------ Shade Cle/lowE/fix Clear 2 0.340 0.880 ---------- Std ---------------- Drape 0.780 Bug Screen ------ 0.870 Cle/LowE/cas Clear 2 0.360 0.880 Std Drape 0.780 Bug Screen 0.870 Cle/LowE Clear 2 0.400 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Name ------------ Height ------ Width ------ Depth ------ Glazing --------- 1 51011 61011 51011 21011 1 -1 -tram 110" 610" 510" 210" 2 616" 216" 510" 1114" 3 616" 310" 510" 11'4" 4 510" 216" 510" 210" 5 510" 216" 510" 210" 6 41011 21011 51011 111411 Left Right Extension Extension 22'0" -221011 21011 21011 28'6" 18'6" 2'011 81011 81011 31'6" 31'0" 5'0" 15'0" 32'0" COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Gailey S.F.R. Run: 048 24-Jan-96 -------------------------------------------------------------------------------- OVERHANGS continued Fenestration -------------------------- Above Left Right Name ------------ Height Width Depth Glazing Extension Extension 1 ------ 510" ------ 210" ------ 510" --------- --------- 1114" 210" --------- 3210" 8 410" 310" 510" 1114" 210" 3110" 9 410" 310" 17'6" 10" 010" 310" 10 410" 510" 210" 10" 210" 2910" 11 410" 510" 210" 10" 210" 2910" 12 410" 410" 510" 214" 510" 510" 13 410" 410" 5'0" 214" 6" 916" 21 410" 310" 510" 214" 410" 1918" 38 210" 210" 510" 214" 1'0" 2318" DR -16 618" 810" 612" 10" 510" 510" DR -15 618" 810" 510" 214". 0'0" 610" DR -13 618" 610" 510" 214" 1416" 612" FINS Left Fin Right Fin Fenestration ----------------------- Exten - -- Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name ------------ Height ------ Width ------ Depth ------ Height glzng ------ ----- glzing ------ Depth Height ------ ------ glzng ----- glzing 15 610" 410" -- -- -- -- 410" 2010" 1314" ------ 1412" 16 610" 410" -- -- -- -- 4'0" 2010" 13'4" 1412" 17 510" 410" -- -- -- -- 410" 2010" 1314" 1412" 18 510" 4'0" -- -- -- -- 410" 2010" 1314" 1412" 19 510" 610" -- -- -- -- 4'0" 2010" 1314" 1212" DR -14 810" 610" -- -- -- -- 410" 2010" 1314" 1212" THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration. Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Gailey S.F.R. Run: 048 24 -Jan -96 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn-.85 Furnace 0.85 AFUE Attic R-4.2 ACsplit-11.0 Air cond. -- central split 11.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water, # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- Std-Heff_Gas Standard Std-Heff_Gas Storage gas 1 0.63 50 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Std-Heff_Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ Std-Heff_Gas 760-o -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe System/Name Type Number run (ft) -------------- ------------- ------ -------- None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Insul Insul diam (in) thck (in) R -value --------- --------- ------- PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Gailey S.F.R. 24 -Jan -96 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 3627 Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W21.2x6WS Wall Construction 15% CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./23.14 x 0.85) + (1./7.58 x 0.15) = 0.057 Btuh/ft2-F Resistance: = 17.69 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) - at Cavity at Framing 1 ------------ FilmIn_90 --------- ---------- -- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 5.50 -- 5.45 3b R21Batt 5.50 21.00 -- 4 Felt -- 0.06 0.06 5 Plywood 0.62 0.78 0.78 6 FilmOutside -- 0.17 0.17 Total Unadjusted ---------- Resistance (R): 23.14 ---------- 7.58 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./23.14 x 0.85) + (1./7.58 x 0.15) = 0.057 Btuh/ft2-F Resistance: = 17.69 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Gailey S.F.R. 24 -Jan -96 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 3627 Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W21.2x6SF Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance ---------- ---------- Total Unadjusted Resistance (R): 27.41 11.85 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -value: (1./27.41 x 0.85) + (1./11.85 x 0.15) = 0.044 Btuh/ft2-F Resistance: = 22.90 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- -- ---------- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 5.50 -- 5.45 3b R21Batt 5.50 21.00 -- 4 Felt -- 0.06 0.06 5 ExtrPolyStyr 1.00 5.00 5.00 6 Stucco 0.25 0.05 0.05 7 FilmOutside -- 0.17 0.17 ---------- ---------- Total Unadjusted Resistance (R): 27.41 11.85 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -value: (1./27.41 x 0.85) + (1./11.85 x 0.15) = 0.044 Btuh/ft2-F Resistance: = 22.90 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Gailey S.F.R. 24 -Jan -96 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 3627 Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 --------=------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W13.2x4WS Wall Construction 150 CEC 16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./15.14 x 0.85) + (1./5.60 x 0.15) = 0.083 Btuh/ft2-F. Resistance: = 12.06 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- ---------- -- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 3.50 -- 3.47 3b R13Batt 3.50 13.00 -- 4 Felt -- 0.06 0.06 5 Plywood 0.62 0.78 0.78 6 FilmOutside -- 0.17 0.17 Total Unadjusted Resistance (R): 15.14 5.60 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./15.14 x 0.85) + (1./5.60 x 0.15) = 0.083 Btuh/ft2-F. Resistance: = 12.06 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R -------------------------------------------------------------------------------- Project Title: Gailey S.F.R. 24 -Jan -96 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 3627 Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W13.2x4SF Wall Construction 15% CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Total Unadjusted Resistance (R): 19.41 9.87 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./19.41 x 0.85) + (1./9.87 x 0.15) = 0.059 Btuh/ft2-F Resistance: = 16.95 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- -- ---------- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0-45 3a Fir 3.50 -- 3.47 3b R13Batt 3.50 13.00 -- 4 Felt -- 0.06 0.06 5 ExtrPolyStyr 1.00 5.00 5.00 6 Stucco 0.25 0.05 0.05 7 FilmOutside -- 0.17 0.17 Total Unadjusted Resistance (R): 19.41 9.87 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./19.41 x 0.85) + (1./9.87 x 0.15) = 0.059 Btuh/ft2-F Resistance: = 16.95 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Gailey S.F.R. Run: 021 30 -Oct -95 Project Address: 5259 Old Nimshew Stage Rd. GAILEY SFR Chino, CA Building Title: SFR 2242 s.f. Bl in� Permit # Document Author: Larry J. Warner 19_ Telephone: 916-892-8008 Plan Check Date Compliance Method: CALRES2 Version 1.31 Climate Zone: li GENERAL INFORMATION Field Check / Date Conditioned Floor Area: 2314 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 79 deg (East) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL Component Type --------------- Door Wall Wall Ceiling Floor FENESTRATION Orientation INSULATION Insul Assembly R -value U -value ---------------- Window East Window East Window East Window East Window South Window West Window North Window West Window West Window West Window West Window East Window South Window East Window West Window West -------- -------- 0 0.330 21 0.057 26 0.044 38 0.025 21 0.035 Area U- (ft2) value Panes - ----- ----- ----- 114.0 0.330 2 8.0 0.430 . 2 10.0 0.490 .2 65.3 0.500 2 52.0 0.500 2 125.3 0.350 2 30.0 0.350 2 54.0 0.350 2 92.0 0.330 2 12.0 0.43 4.0 0.5 01 &�� 9.0 0.380 042 9.0 0.380 2, 36.0 0.500 �' " 40.0 0._590 2 17. 380 2 Location/Comments Outside Outside Outside Attic Crawlspace Interior Exterior Overhang Frame Shading Shading and Fins Type ---------- ---------- -------- -------- Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen Overhang Vinyl Std Drape Bug Screen None Vinyl Std Drape Bug Screen Fins Vinyl Std Drape Bug Screen Fins Vinyl Std Drape Bug Screen Overhang Vinyl Drape Bug Screen Overhang Vinyl rape Bug Screen None Vinyl e Bug Screen None Vinyl Bug Screen None Vinyl SVt �D4 Bug Screen Fins Wood a Bug Screen None Wood THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Com nts -------- -------- ----- _ None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Gailey S.F.R. Run: 021 30 -Oct -95 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.93 AFUE Attic R-4.2 Air cond. -- central split 13.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type Htrs Factor (gal) R-val Std-Heff_Gas Standard Std-Heff_Gas --------------------- Storage gas 1 ------ 0.63 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Std-Heff_Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ Std-Heff_Gas 760 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Gailey S.F.R. Run: 021 30 -Oct -95 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in 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, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR Larry J. Warner Larry J. Warner PHL Architecture + Planning + Engineer Plan House Ltd. 10-C Willaimsburg Ln. 10-C Williamsburg Lane Chico, CA 95926 Chico, CA 95926 916-892-8008 916-892-8008 Name: Title. Agency: Telephone: Signed Date Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Gailey S.F.R. Run: 021 30 -Oct -95 Project Address: 5259 Old Nimshew Stage Rd. GAILEY SFR Chico, CA Building Title: SFR 2242 s.f. Building Permit # Document Author: Larry J. Warner Telephone: 916-892-8008 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: li -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 15.81 Space Cooling 13.52 Water Heating 10.90 Total Door 40.23 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 11.23 19.78 9.06 -------- Complies 40.08 Yes 2314 ft2 SFD Single Family Detached 79 deg (East) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 20826 ft3 Conditioned Footprint Area: 2314 ft2 Ground Floor Area: 2314 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ---------------------------------------------------- ------ ------ House 2314 20826 Conditioned CEC.Standard 210" 51.2 OPAQUE SURFACES Surface Area Type ---------- (ft2) ------ Zone = House Door 40.0 Door 20.0 Door 17.8 Wall 579.9 Wall 11.0 Wall 11.0 Wall 306.0 Wall 562.9 Wall 243.0 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments ----- ---- --- --- --- ---------- - - -------------------------- 0.330 0 79 90 Yes 6068 Outside 0.330 0 349 90 Yes CEC_30-Wood Outside 0.330 0 79 90 Yes 2868 Outside 0.057 21 79 90 Yes W21.2x6WS Outside 0.057 21 214 90 Yes W21.2x6WS Outside 0.057 2.1 124 90 Yes W21.2x6WS Outside 0.044 26 349 90 Yes W21.2x6SF Outside 0.044 26 259 90 Yes W21.2x6SF Outside 0.044 26 169 90 Yes W21.2x6SF Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Gailey S.F.R. Run: 021 30 -Oct -95 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Azm Tlt --- --- Gns --- Type ------------ Location/Comments -------------------------- Wall 87.0 0.057 21 169 90 Yes W21.2x6WS Outside Ceiling 2314.0 0.025 38 -- 0 Yes R38.2x4.24 Attic Floor 2314.0 0.035 21 -- 180 No FC21.2x8.16 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Insul Depth (in) Location/Comments ------ ---------------------------------- Comments ---------------- Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) Azm ----- --- Tlt --- Type ------- Type -------- Name ------------ Zone = House 1 Wind 30.9,0'79 90 Fixed Vinyl Cl/HeatMir-F 1 -1 -tram Wind 6.0o' 79 90 Fixed Vinyl C1/HeatMir-F DR-1-tran Wind 6.0-- 79 90 Fixed Vinyl C1/HeatMir-F 2 Wind 18.00' 79 90 Fixed Vinyl C1/HeatMir=F 2-1-tran Wind 3.0- 79 90 Fixed Vinyl C1/HeatMir-F 3 Wind 18.0' 79 90'Fixed Vinyl C1/HeatMir-F 3-1-tran Wind 3.0�--79 90 Fixed Vinyl C1/HeatMir-F 4 Wind 15.T 79 90 Fixed Vinyl C1/HeatMir-F 5 Wind 15.04-' 79 90 Fixed Vinyl C1/HeatMir-F 6 Wind 8.0-"79 90 Hinged Vinyl Clr/Vin/cas 7 Wind 10.079 90 Fixed Vinyl Clr/Vin/fix 8 Wind 12.E 79 90 Slider Vinyl CLR/VINYL 9 Wind 12.900169 90 Slider Vinyl CLR/VINYL 10 Wind 69 20.�Z69 90 Slider Vinyl CLR/VINYL 11 Wind 20. 90 Slider Vinyl CLR/VINYL 12 Wind 16..9259 90 Slider Vinyl Clr/HeatMir 13 Wind 16.059 90 Slider Vinyl Clr/HeatMir 14 Wind 12.Ae"349 90 Slider Vinyl Clr/HeatMir 15 Wind 24.02259 90 Slider Vinyl Clr/HeatMir 16 Wind 24.4=259 90 Slider Vinyl Clr/HeatMir 17 Wind 20.9-259 90 Fixed Vinyl C1/HeatMir-F 18 Wind 20.8-a259 90 Fixed Vinyl Cl/HeatMir-F 15-1-tran Wind 4.259 90 Fixed Vinyl Cl/HeatMir-F 16-1-tran Wind 4.9259 90 Fixed Vinyl C1/HeatMir-F 17-1-tran Wind 4.0-259 90 Fixed Vinyl C1/HeatMir-F 18-1-tran Wind 4.8,-259 90 Fixed Vinyl C1/HeatMir-F 19 Wind 30 ,.9 90 Fixed Vinyl Cl/HeatMir-F 19-1-tran Wind 6. 59 90 Fixed Vinyl C1/HeatMir-F 20 Wind 18.0 34� 90 Slider Vinyl Clr/HeatMir 21 Wind 12.0 259290 Hinged Vinyl Cir/Vin/cas Comments ---------------- {� RX i 1'r ��, • � ,; -i ��;� ri },�,� 541 1 s ' ib tjrl{j'�'i�j•��.i''Si•��rYryll�il�{�,t,��ti � FFi�t� t.'r•','`� lr ,t. yj7 kal ��rt wAiX i r i 4' fki b � i s ,USTAp Diilil'% ` t"�i Sat �St�'.'tj5 {1R�i�; �! , '�. ��,r�, i,�i .q� _ r / ; • `� JI l � A C f i}!.� IJ�•� 3 � �\�j•. `� t rsy` 'y�V.% �. �'y " . � , rZ E e ylt!}ffl lf.it� { 7k � -.. `� air c.•� r � ,#'+ .�n'..w J` _ .. ++,fly '1 i s P.. 46* y t rr.�t w t T 7e 2: z s f � + . { 1:64 .. I'tP1k i1 c'.3' t ♦ jf� ? .. Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 01-31-1996 Project: GA150499 Location: RF -BM -5 FLR BM @ Beam Data: DL= Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Live Load: RCLL= Dead Load: RFDL= Roof Rafter Tributary Width: RTW= Roof Duration Factor: RDF= Floor Loading: Code Live Load: FCLL= Floor Dead Load: FDL= Floor Joist Tributary Width: FTW= Floor Duration Factor: FDF= Wall Load: WL= Beam Loads: Roof Live Load: r RFLL= Floor Live Load: FLL= Beam Self Weight: BSW= Beam Total Dead Load: TDL= Total Maximum Load: TML= Controlling Total Design Load: CTL= Properties For: 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Slenderness Fb' : Fb'_ Size Factor Fb' : CF Fb'= Beam Length Classification: Short Beam Controlling Duration Factor: Cd= Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: Section Adequate By: 26% Controlling Factor: Moment of Inertia Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: S= Areq= A= Ireq= 1= 14.3 FT .0 FT 360 240 20 PSF 15 PSF 10.1 FT 1.15 40 PSF 12 PSF 6.2 FT 1.00 60 PLF 203 PLF 249 PLF 15 PLF 302 PLF 754 PLF 754 PLF 2600 PSI 285 PSI 1800000 PSI 750 PSI 2990 PSI 2990 PSI 1.15 19130 FT LB 4624 LBS 77 IN3 123 IN3 22 IN2 62 IN2 546 IN4 732 IN4 DLD= 0.21 IN LLD= 0.32 IN = U538 TLD= 0.53 IN = U322 LL= 3219 LBS DL= 2151 LBS TL= 5370 LBS BL= 1.36 IN Page: 2 Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 01-31-19 6 Project: GA150499 Location: RF -BM -5 FLR BM @ Summary: 5.25 x 11.875 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 01-31-1996 Project: GA150499 Location: HD -FB -2 HDR @'LR / Bdrm 2 Beam Data: Dead Load: DLD= Span: L= 4.5 Maximum Unbraced Span: Lu= 0.0 Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: 3109 LBS Live Load: ULL= 374 Dead Load: UDL= 140 Beam Self Weight: 8SW= 10 Total Load: UTL= 524 Concentrated Load P(1): LL RR= 1793 Live Load: P(1)LL= 3219 Dead Load: P(1)DL= 2151 Total Load: P(1)TL= 5370 Location: X(1)= 1.3 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bearing Length Regd.(Right): Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of'Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 6136 Shear (@ d from beam end): V= 4448 Comparisons With Required Sections: Section Modulus: Sreq= 29 S= 80 Area: Areq= 24 A= 41 Moment of Inertia: Ireq= 47 1= 476 FT FT PLF PLF PLF PLF LBS LBS LBS FT PSI PSI PSI PSI PSI PSI FT LB @ 1.33 FT LBS IN3 IN3 IN2 IN2 IN4 IN4 Section Adequate By 43% Controlling Factor: Area Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = L/3928 Total Load: TLD= 0.02 IN = L/2469 End Reactions(Left Side): Live Load: LL LR= 3109 LBS Dead Load: DL LR= 1853 LBS Total Load: TL LR= 4962 LBS End Reactions(Right Side): Live Load: LL RR= 1793 LBS Dead Load: DL RR= 973 LBS Total Load: TL RR= 2766 LBS Bearing Length Regd.(Left) : LBL= 1.89 IN Bearing Length Regd.(Right): RBL— 1.05 IN Summary: 3.50 x 11.781.8E WS MicroLam - TRUSS JOIST -MACMILLAN Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 01-31-1996 Project: GA150499 Location: BM -1-4 FLR BM @ LR/BDRM 2 POINT LOAD Beam Data: Dead. Load: Span: L= 8.3 Maximum Unbraced Span: Lu= 0.0 Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: LL LR= 4181 Live Load: ULL= 374 Dead Load: UDL= 140 Beam Self Weight: BSW= 12 Total Load: UTL= 526 Concentrated Load P(1): Live Load: 'LL RR= Live Load: P(1)LL= 3109 Dead Load: P(1)DL= 1854 Total Load: P(1)TL= 4963 Location: X(1)= 1.3 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN 1N Bearing Length Regd.(Right): Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 8113 Shear (@ d from beam end): V= 5975 Comparisons With Required Sections: Section Modulus: Sreq= 38 S= 74 Area: Areq= 32 A= 48 Moment of Inertia: Ireq= 136 1= 346 FT FT PLF PLF PLF PLF LBS LBS LBS FT PSI PSI PSI PSI PSI PSI FT LB @ 2.70 FT LBS IN3 IN3 IN2 IN2 IN4 IN4 Section Adequate By 35% Controlling Factor: Area Deflections: Dead. Load: DLD= 0.05 IN Live Load: LLD= 0.11 IN = L/922 Total Load: TLD= 0.16 IN = L/621 End Reactions(Left Side): Live Load: LL LR= 4181 LBS Dead Load: DL LR= 2199 LBS Total Load: TL LR= 6380 LBS End Reactions(Right Side): Live Load: 'LL RR= 2014 LBS Dead Load: DL RR= 907 LBS Total Load: TL RR= 2921 LBS Bearing Length Regd.(Left) : LBL= 1.62 1N Bearing Length Regd.(Right): RBL— 0.74 IN Summary: 5.25 x 9.251.8E WS MicroLam - TRUSS JOIST -MACMILLAN Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 01-31-1996 Project: GA150499 Location: BM -1-5 FLR BM @ LR/BDRM 2 SHORT SPAN Beam Data: Span: L= 4.5 Maximum Unbraced Span: Lu= 0.0 Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: ULL= 374 Dead Load: UDL= 140 Beam Self Weight: BSW= 12 Total Load: UTL= 526 Concentrated Load P(1): Live Load: P(1)LL= 1793 Dead Load: P(1)DL= 973 Total Load: P(1)TL= 2766 Location: X(1)= 3.0 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3949 Shear (@ d from beam end): V= 2622 Comparisons With Required Sections: Section Modulus: Sreq= 19 S= 74 Area: Areq= 14 A= 48 Moment of Inertia: Ireq= 32 1= 346 Section Adequate By 72% Controlling Factor: Area Deflections: Dead Load: DLD= 0.01 Live Load: LLD= 0.01 Total Load: TLD= 0.02 End Reactions(Left Side): Live Load: LL LR= 1439 Dead Load: DL LR= 666 Total Load: TL LR= 2105 End Reactions(Right Side): Live Load: LL RR= 2037 Dead Load' DL RR= 990 Total Load: TL RR= 3027 Bearing Length Regd.(Left) : LBL= 0.53 Bearing Length Regd.(Right): RBL= 0.77 Summary: 5.25 x 9.25 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN / FT FT PLF PLF PLF PLF LBS LBS LBS FT PSI PSI PSI PSI PSI PSI FT LB @ 3.00 FT LBS IN3 IN3 IN2 IN2 IN4 IN4 IN IN = U3964 IN = L/2665 LBS LBS LBS LBS LBS LBS IN IN Building Department County Of Butte 7 County Center Drive Oroville, CA*95965 Re: Gailey SFR, Second floor changes & build out 5259 Old Nimshew Stage Rd., Chico APN 011-350-038 Dear Linda; Since we are. now -going ahead ,with both the finish build out of the second floor as „ well as the addition of the game room over the living room.1 have combined'the two separate submittals into one package of plans reflecting the.changes. This should make it easier for you. The plans that were submitted to you, by Scott Gailey.were stamped and signed an extra set was included (3 total) that was not signed. ' ._ctions do not 'show the actual layout of the floor joists. ' The sections only indicate the floor joist space. The layout must be as per the floor framing plan sheet 5.2. I have added sheet 5.0 which calls out for a new header over the fireplace in the living room (see calc's)-as well as, sheet 4.0 which calls for footing D to be 2'-6", square min. And if not to install two new V -6" square footings. I understand that you still have the revised Title 24 calculations for this change so I have not included any additional copies. I -have also attached calculations for the headers over the fireplace as well as for the floor beam under this location. Any questions please 'do not hesitate to give me a call at 873,-1729 P-lan House Ltd. cc:file 10-C W1111amsburg Lane, Chico, Callfornla 95926 916- 892- 8008 P. 0. Box 942, Magalla, California 95954 916 -873 - 1729 '��- eco c S,DENTIAL 011-350-038 PERMIT#95-2529 GAILEY, Scott & Yvonne 5259 Old Nimshew Stage Rd., Magalia New Single Family LAI-& t OFFICE Copy Addre;ss Ile— GAS Meter By UPI -- z--� Date ELECTRIC [�eer By Date JOB FINALED (Date) Signature J=OK O =Not OK, _ = N t Ready MOBILE HOMES- . ,.. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. - - / /"Nat. or/ /"L"ft./ /"LPG -- - 7. Well Clearance & Disconnect .8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date 'Card B-1 Date Card B-1- ? Date MOBILE HOME INSTALLATION (Plans) OK except #'s- 0 1. Zoning Requirements -Setbacks Easements 11. Ext.; Steps -Doors -Landings 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector Card B-1 Date Card B-1 6. Water; MH Test -Regulator -Connector POOLS (Plans) OK except #'s 7. Water and Sewer Connected -C/O to Grade -HD Approval 1. Setbacks -Easements 8. Gas and Electricity Tagged 2. Soils; Compaction -Structure Stability 9. Exits; Insp.-Sketch 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 10. Cert. of Occupancy 4. Elec.; Receptacles and Lighting. Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI Date Card B-1 Date Card B-1 Date Card -B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings i J ( ' MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size' -Depth -Spacing -Connectors -Steel 3. Decks; 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 t i • 1i1� +. J 1 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.: Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date-,_ Card'13-1 t i • 1i1� +. J 1 'i OK O = Not OK - = Not Applicable = Not Ready OK except #'s RESIDENTIAL (Single & Duplex) 2-ftq., Main; Soils-Elec. Grb>f.-11140 Ftp. Depth 3. Ftg.. Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 tg.. Porches & Decks; Soils-Steel-/,*"Wtg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped J 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12.Electric: Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date r' w Card B-1 L Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s le. -Water Htr.: Vent -Access -Combustion Air-Baffie ----------- --- -- ------------------------------ ater-Pipe: Test & Anchor -Nail Protection ------ - - --.W.-.. Test -Fittings & Anchor -Nail Protection I� - -- ower Pan: Test_ First Floor -Tub Access --- - 20. T t Tub_& Shower. Second -Floor -Tub Access ------ --------------- �_ s Pipe Size & Anchors -----� - -------------------------- Date Card B-1 --- Date - Card B_1 ------------------------ - -- ----------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fi-re & Transformer_Clearance-Ins. Protection ------------- --- - ------------------------------- Elec. Receptacles Spacing -Lights & Switches at Doors iz oxes & No. of Con dors-Stapled ----------- ------------------ ---- ------------------------- ---------- mex I to -Edge -of Studs & C.J. -------------------- ---------------------- ---- ---- --- Equip. round made u Mech. Fastne and Gas ater - S°� " Nance Circuts in Kitchen & Conductor SizeyGFI - ------- ---------- •--------------------------------------- .. 2 ubteed Wire Size ga. Cu or AI-A.C. Wire Size r / ga. Cu or At ------------------------------------------- ---------------------------- ---- 29. Range Circ. r J ga. Cu or AI -Oven Circ. r / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------------------------- 3 .. e-rvice-Riser Conductors & Ground -Main Disconnect - - - - � Equip Clearances Panels-Motors-Mech. Equip.- �thes Closet Light -Shower Light _Spa Light / Smoke Detector -- i ------------ ------- -------- ---------------------- - - ---------- ----------------------------------------------•--- Date Card B-1 Date Card B-1 - -- - ..._......_....--.-------------------------- -------------- Date Card B -I Date Card B-1 Date MECHANICAL (Permit) OK except n's A.C. Ducts Insulation & Support -- -- - -. ent Fan: Exhaust above insulation - ---- - - - -.e---_._...O verfl--------- - -- -acl -------- ------------- Co nsa-- Ora -in - Overflow: Size & Gra_de urnance-Vent: Access -Comb Air -Return -Air Vent --11.5 outlet tut Access 8 Pla form if Furnance in Attic ------------- --- ---------..-... ----- --- Date Card B-1 Date Card B-1 --- ___ .. ----------...-...--. ----------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's aWO'S-, Proper Material & Anchors !{Its Studs-Nadmg. Spacing & Bracing -Plates -Sound eanng Walls over Girders & Floor Nailing TI aDf,plt Stop in Walls Irat proof) -- ll ` r Slops. Furred Cei - airs -Chases -Tub --C1/--'- ---. -. --_.--- ------- - --------------------- ------- ---- ._ a enders & Beam -Size & ears. Date FRAMING (Continued) 45rHa nq a rs-PosYCa pS-Anchors-Connectors 14W�Cing. Jpi§t-Rftr. ties-Purlin-roof Brac-Truss-Shthnq.-Rfna. 4 -r -F' place Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions 5D-J3aLa2LEixe Protection Framing 5�-e�perty-L-ine Firewall & Openings lit. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection ------ 54. plywood o oof Overhang -Attic Vents -Rafter Outriggers . 55. Siding4ailing Veneer rip Screed -Fd. Vents-Underflr. Access 1 • t C'r,�91 ,Z' Area -Glass Protection -Skylights -Plastic V;_//g&5ear Walls: Nailing -Bolts 22i Q L X.0- 59. Insulation -Walls -Ceilings 60 Infiltr on-Wa s -Windows ------------------------- Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL Plans) OK except #'s 6^1xt. Steps -Door & Sidelight Protection -Landings -- -- t° gym ke Detector ornate: Vents -Clearance -Comb. Air-Connector- In,Garage: Above Floor -Ducts -Meth. Protection ------------- --------------- Bedroom Exiting --- G.F.I. & Bath Fixtures & Tub Access -Spa ---- ------------------ ----------- ---------- 66. c. Trim & Subpanel: Breaker Sizes & Labels -------------- ------------------ Irs & ails - -_ --_- -------------- eplace or Stove: Clearances -Hearth 6� c.9F' ets•at Wood Panel: Int. & Ext. ----------------- 15 ------------ -- - ---......--- ----- "--pp --- ------- ------ 7 Appliance: Grnd.-Air Gap-CookingClearance lec.ets & Receptacles at Kit. Counter — — 7 arare Door: Swing -Landing -Closer --- - - ------ ------- C. D ctin Garage -Damper ---------------------- r. Htr. Vents -Clearance -Comb. Air -Connect r- .V. 9�1n age: Above Floor-Mech. Protection lb..—Elec. &Mech. Equip. Listed for Locati ------------ - ------------------------------ 6. E c. Receptacles in Garage: (G.F.I.)-Romex Protection ------------- 7 .---- -- ------m_------ in -Attic — ----------- ----❑ Yes — uar a-ils & Deck -Construct Caps- - ----------- -------- n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes a ollowing instld.. Drive ❑Yes d'1 Walks ❑Yes o - Planters ❑ Yes ❑ N_o_____ &4r13tucco: Brown -Finish ---------------------- s G� nit Disconnect. Electrical, Pluiribing 8,5eents Above Roof: Plbg -Appliance-Fireplace.-Clearance to i�Er Well: Disconnect. Electrical, Plumbing - xtenor Elec. Trim; G F.I.Receptacle-Underground -------------------------------- e anon Th* oughout House -------------------------- Corr tions from Previous Inspections — ..- ----------------------- -------- - -- - - Test -Meters Tagged: Gas -Electric ---------- --------------------- -- --------- ater & Sewer Connected-C,'O to Grade -HD Approval ..... ....... ... 9Y . _...p . ----------------------------------- _Ener Com lianc Certificate -Other Certificates Oate .- ( r B-1 Date Card B-1 ---- - - ---- ----- — ------ i- - - - - --------------- ------------------- Oate a d B -I Date Card B-1 - . ......... - -------------------------- ---------- -' Date Card B-1 Date Card B-1 Comments at Final X COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 -County Center Drive - Oroville, Californi.0 95965 - Telephone (916) 538-7541,n,PERMIT NO. APPLICATION AND PERMIT 7b ar ASSESSOR PARCEL NUMBER 011-350-038 ZONING BUILDING PERMIT OWNER SCOTT & YVONNE GAILEY TELEPHONE 894-3236 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 686 RIO LINDO CHICO 2242 R3 121,068 1417 OF 45,344 COOWNERS NAME TELEPHONE 648 0 4,536 54 C 702 CONTRACTORS MAILING ADDRESS Fireplace A 3,000 CONSTRUCTION LENDER UNIOJOWN Total Valuation $ 174,650 LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee $ 902.0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 586.3 ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ 23 .0 Penalty $ BUILDING ADDRESS 5259 OLD NIMSHEW STAGE RD, MAGALIA PERMITFEE $ .531.01 PLUMBING PERMIT Fling Fee 20.00 Each Trap A 7.00 56.0 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump Water heater 23.00 USE OF STRUCTURE SF J] Duplex O Mobilehome ❑ Other SPECIFY Water piping 15.00 15.0 Each gas water heater or vent 15.00 30.0 CI Gas piping system 1 - 5 outlets 15.00 1 S . 0 Building sewer 15.00 15.0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: 2 BDRNi W/2ND FLOOR UNFINISHED & BASEMENT UNFINISHED Mobile Home ISI GI W @20.00 PERMITFEE g 151.017 Contractor ELECTRICAL PERMIT FilinQ Fee 20.00 Main ServiceE00V OR LESS ( zooA oR LEss ) 23.00 210( Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO, OR ADDNS. ( a ACC. BLDS. ) 3.50 FT. NEW CONST. / MULTI.OUTLET NON-RESID. \ BRANCH CIRCUITS ) @7.50 POWER APPARATUS (d SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLlT OR FIXTURES ) 20 Q 1.00 BAL .SOEx. Occu FIXED APPWS. OR p• ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE t 144451 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 3 Cooling 3 Hood 6.50 6.50 Ventilation 4.50 PERMITFEE $ 91 .00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation �of one hundred dollars ($100) or less.) J I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensati n laws of California, and agree that if I should become subject to the workers' pensation provisions of section 3700 of the Labor Code, I shall forthwi mply with those provisions. \/ X ______ Date �(� V/ Si of Applicant - ❑Owner O Contractor Agent 777--- n A permit is required for excavations over 5'0" deep and demolition or construction o uctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R1 CONST. TYPE V1 TOTAL FEE $ HA2. D. FEES IMP FLOG CDF PARCEL PD HD _ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date Ifl, PERMIT E IRESON n (Date) ReceiptNo./�15W U_ Z7 2 � 1 WHITE-D.D.S.-B.D. CANARY -A SESSO PINK -INSPECTOR GOLDENROD -APPLICANT I T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERI NO. APPLICATION AND PERMIT>-a� ASSESSOR PARCEL NUMBER 011-350-038 ZONING BUILDING PERMIT OWNER SCOTT A- GATTEY TELEPHONE SQ. FT. OCC. BUILDING VALUATION EST. 500 OWNER'S MAILING ADDRESS 5259 OLD NTMSHEW STAGE RD CONTRACTOR'S NAME JnF. RYAN TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 15.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ 35.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNIS IONS NAME PARCEL MAP Solar Or heat pump Water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF EA Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)p Describe Work: PERMIT TO COMPLETE FRONT AND BACK STEPS — SEE PERMIT #95-2529 Mobile Home S G Ew7 @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main ServiceOOOV OR LESS ( z00A OR LESS ) 23.00 Main Service ( 200A T01000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ( s ACC. BLDS. ) 3.50 FT. NEW CONST.MULTI.OUTLET CNS NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) z0 p ,.00 SAL 0 .SO Ex. Occup. (OUFIXED TLETS(RESISD.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Ice tI that in the performance of the work for which this permit is issued, I shall not a ploy any person in any manner so as to become subject to workers' consation laws of California, and agree that if I should become subject to the w—Airr s' comation provisions of section 3700 of the Labor Code, I shall forth ith compI ith those provisions. (; X Date _ �0 "t� Signature o Applic nt - ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES I IMP FLOOD I COF PARCEL PD HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date PERMITEXPIRESON %®./;L J/q % (Date) Receipt No. 206292 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT SIDENTIAL 011-350-038 5? t & y GAILEY S2! 5259 Old Nims. ew New Single FaVily dAA,I-1 zaz I PERMIT#95-2529 nne age Rd., Magalia JOB FINALED (Date) Signature 41V -Y -- 111 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541KV—� R�MMIiTT NO. APPLICATION AND PERMIT �o� ASSESSOR PARC NUMBER ZONING TU BUILDING PERMIT OWNER _5C0_[+v b CNe t I V �y E SO. Fr. OCC. BUILDING VALUATION � OWNER'S MAILING ADO ESSy1 CYJ T/ 1 • y . CONTRACTOR'S NAME TELEPHONE T T7 S 09 'O CONTRACTORS MAILING ADDRESS Fireplace I3,000-00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ .0 LENDER'S MAKUNG ADDRESS Filing Fee $ 20,00 Permit Fee $ �0 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ O ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ - 00 Penalty $ BUILDINGADDRESS�Ca 's C4 PERMITFEE $ 00 1 PLUMBING PERMIT Fling Fe4 20.00 Each Trap g' ,00 r00 LOT NO. - SUBDN510NS NAME PARCEL MAP O ' Solar or heat pump water heater 23,00 USEOFSTRUCTURE SFN( Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping I 15.00 5;00 Each gas water heater or vent 2 1 15.00 .00 Gas piping system 1 - 5 outlets 11 15.00 5, Building sewer l 1 15.00 TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ Installation 13 Other ❑ ''� 11 Describe Work: w Z Mobile Home 7FFFGTWI @20.00 PERMITFEE $ 5. 0 0 Contractor ELECTRICAL PERMIT Filino Fee 20.00 Main Service 000v OR LESS ( 2.OA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) F 3.5Q FT. r. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIA. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL SO Ex. Occup. oUTIEDTs jRE IS D.°EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ , Contractor WORKERS' COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' as provided for by section 3700 of the Labor Code, for theperformance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee(20.001 Heating ��❑ Cooling 3b• ocompensation, Hood 6.50❑ Ventilation 1 ,5'p PERMITFEE S 611,0( Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in eight. Mobile Home Installation Fee $ Energy Inspection Fee $ O t occ _ PE TOTAL F $ 3 " HAZ. ESD IMP D I� PARCEL PD ISSUE .z This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) 2� Receipt No. 7 (P r WHITE-D.D.S.-B.D. CANA -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT I B.H. ONLY Plot Plan Attached � Floor Plan Attached Seat to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ow4r Location AP# PlanApproved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom a home. Other Hold final for: Final clearance O.K. for: NOTE: Specialist 8/92 Date COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No..0 Proposed Building Use - 2 13rd Building Inspector..0 &-41'1 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 . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . DIrl. Mobilehom data a d ufacturer's installation instructions, 2 sets. ........... 10. Fees of $ Z% �- ............. 1. Impact fees as shown on attached schedule. ? California Department of ForestryIli fee Flood elevation letter (100 year flo by Californi neer. .. ............ . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. eee17. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pre�� a o� �. spctiquest 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner Mail to owner ............ Apr24. Recorded copy of Agricultural Acknowledgement Statement . .................. d 25. Letter of signature authorization . ........................................ s 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 . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Wt7you issue the permit, as follows: Mail to wner. Mail to contractor. x Telephone (('3Q and hold for pickup at (t office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date /d d 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 permit issuancl 1. Index permit for above items No. 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 _ mail Counter by _ Date Plans checked by Date Plans approved by 23- Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVlLL.E CA 95965 TELEPHONE (916) 538-7541 OWNER A.P. # ai 1- 36"0=038 PROPOSED •BUILDING USE Z << y' 0-t .. _,;,DATE ,. REC. # DATE ][;Mc 1. SCHOOL DISTRICT FEES (paid at District Office) a% IM SHRFEES (paid at Building Division) ^ Residential...... x =$3�( - -0Qp . unit amt. Commercial (sq.ft.). x _$ _-e� T77-77- .3. URBAN AREA FEES . (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft. ). x = $ sq. ft. amt. 4. RECREATION DISTRICT FEES ; (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK fG $89.00 (paid at Building Division) - p 7. WATER TENDER FEES - (BATTALION # $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) p 9. OTHER At time of permit application, I was -advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE Scott A. Gailey Certified Public Accountant October 10, 1995 Butte County Building Department 1469 Humboldt Road Chico, CA 95928 To whom it may concern: I authorize Larry Warner of Plan House Ltd., my architect, to represent me before your department pertaining to the construction of my personal residence and the necessary submission of plans for plan check. My residence will be located at 5259 Old Nimshew Stage Road, Chico CA, 95928, (AP # 011-350-038). If you have any questions or concerns please don't hesitate to call me at the number shown below. Very truly yours, e V` Scott A. Gailey A-LETTERDOC 686 Rio Lindo Avenue Chico, California 95926 (916) 343-6565 Fax (916) 893-8245 I E}..'q__ .yry, / ,, y3��7u" .. Ziv .,. �` u '�1�'rk��i'AVi�rq�i7�Y i, y,,,�,..,,�.�,w hsf✓'w bzt}�.vti:tiv;d`"r.»t. ,.rr.:'. �v. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM .., (One Form Per Building) School District T� Building Department No. A. P. Number 011- 350 -03 $ Jurisdiction: City FXI County Property Owner Property Locatic Subdivison Residential Development ( Commercial/Industrial J 1X J IJ i IX X_Y U A -K .X- LU -1 U --I 5 Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No., r 9�oi5a ,- &11School District certifies that (Applicant) Address) (City) has complied with the -requirements of Resolution No. representing ?9%(�" square feet. District Representative M (Phone Number) 'tate) (Zip Code) by payment.of $ AB 2926 $ Y FULL MITIGATION $ Date Paid by Check # Remarks: M, -� bo—. TemnuPA f Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its imaact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wk, (11/94)dmm -A. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDING PERMIT NUMBER:07 PLAN CHECKER: �/o ASSESSOR PARCEL NUMBER- —35 G J Zoning requirements: (sideyards and number of permitted living units). _. �l. }valuation. . Plans signed by designer. 4 Proper description of work on application. Existing violations on property. Items on data sheet, (Impact fees, Health, Developer fees, License law, etc.). Recorded notice of violation. PLOT PLAN: ; Complete parcel size and dimensions. t2l"Setbacks, sideyards, easements, etc. , �ther buildings or structures. �4-- Grading, fills, and drainage. ~� —5! Flood hazard. .6- Special conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations). a' FAU & FAS road setback. ,8 -"'Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1205). Required windows for second exit (Section 1204). Skylights (Chapter 34 & Section 5207). Human impact glass (Section 5406). Required room sizes, ceiling heights (Section 1207). G.F.C.I. in baths, garage, kitchen, and exterior outlets (Article 210-8). '� Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater; heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Section 503(d)(3) ). 1 - 3'0" exterior exit door (Section 3304 (f). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Standard bracing or engineered design (Table 25V). 'ii Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. _ Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and cals if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. tud heights. Adobe soils - special foundation design. tetaining walls requiring design. pecial Inspection required. May 1995 3.2 RESIDENTIAL PLAN CHECEING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS tairway details: landings, rise and run, head clearance, handrails (Section 3306). Guardrail details (Section 1711 and 33060). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Section 4706). oper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three-story dwellings (Section 3303 and see Mezzanines -1716). Attic access and ventilation (Section 3205). Underfloor access and ventilation (Section 2516). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. D.F. responsible area requirements. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (9,16) 891-2751 County Center Drive, Oroville, CA - (916) 538-7541 Al 747 Elliott Road, Paradise, CA - (916) 872-6307 t CORRECTION NOTICE LsL,. E OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 5 1 • Inspector REV 10/92 M4 ~ - COUNTY OF BUTTE BUILDING DIVISION _= DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ---- - -747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ER PERMIT NO. A routihe,iQZppe tion indicates that the following violations of Butte County Ordinances exist at the above ads and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ple a co t this of ' e immediately. rJ r__ ' 10 4-0 /-/ Date 2 Inspector ( �. REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER -4:3-z PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If ou have any questions pertaining to this matter, or need additional explanation, please c ct this office immediately. �� — f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 .. " -7- 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection' dicates that the following violations of Butte County Ordinances exist at the above add and should be corrected. Please notify this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. Date 111-1416 Inspector U REV 10/92 Owner: Permit No. ENERGY CERT'IF ICAT ION LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS .BATTS Thickness (inches) " CEILING Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) o11 Loose Fill Type FIBERGLASS Minimum Thickne T Inches) kv Area covered(ft. ) �Q FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness(inches) LQ�L�' FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name SCHULLER INT. Thermal Resistance(R Value)_ 5l___ Brand Name SCHULLER INT. Thermal Resistance(R Value) � Brand Name SCHULLER INT. Number of Bags_S5_ Wt. per bag 27 lb. Thermal Resistance(R Value) 3� Brand Name SCHULLER INT. Thermal Resistance(R Value) 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 Requirements. Loerke Inaulation Co., Inc. 499150- FIRM 99150FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on'the Building Department approved plans and attachiments 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. e7� &j4-- S-6 F RM /OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. GNATURE OF GENE CONTRACTO. 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 12LI L�'f C) l,rT • F a UPPEtZ. r- L-,o(n a PC, ----------------- Wood Column [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House.-LTD/L.J. Warner Architect on: 10-3-1-1995. Project: GA 5040 Location: STUD -18 h'I`;LTI.STUD@ �NTRYI L!4'. f< My= Axial Loads :Y Bending! tress Y Axis: Live Loads: LL= 832 Dead Loads: DL= 780 Total Loads: TL= 1612 Column Data Live:. Length: L= 17.63 Column End Condition: Ke= 1.0 Eccentricity X Axis: ex= 1.0 Eccentricity Y Axis: ey= 1.G Column Design Stresses Summary f50 x 5:50 Dense Select Structural -DOUGLAS FIR -LARCH'- Dry Use Compressive Stress: Fc parl= 1650 Modulus of Elasticity: E= 1900000 Bending Stress: Fbx= 2100 Bending Stress: Fby= 2100 Adjusted Properties K Factor K= 22.8 J Factor Jx= 1.0 Jy= .0 X_axis Length Class= Long Y—axis Length Class= Short Controlling Duration Factor: Cd= 1.00 ControHin_g Direction: Y Axis Compressive S -w-; fc-• 195 Allowable Compressive Stress: Fax= 385 Fay= 1650 Column Properties Area: A= 8.25 Section Modulus X: Sx= 7.6 Section Modulus Y: Sy= 2.1 Length Depth Ratio: Lex/dx= 38.5 Ley/dy= 8.0 Column Bending Calculations Eccentricity MomentX :.xis: Mx= Eccentricity Moment, Axis: My= Herding Stress X Axis: fbx= Bending! tress Y Axis: fby= Allowable ct,din,; Stress (X Axis): . F'bx= Allowable Bending 'Mrdrss (Y Axis): F'by= Combined Stress Factor: CSF= Column Adequate By: 1 Base Reactions Live:. TLL= TDL= Total: TTL= Maximum-Unbraced. Length QQ: Lx= :-Maximum UnbracedLength (Y): LY_ Column Secbori..(X) dx= Column Sectron (1O :. dy= Summary f50 x 5:50 Dense Select Structural -DOUGLAS FIR -LARCH'- Dry Use 1612 1612 213 782 2100 2100 0.99 LLS LBS LBS FT IN iN PSI PSI PSI PSI PSS PSI PSI IN 2 IN 3 IN 3 IN LBS IN LBS PSI PSI PSI PSI 832 LBS 820 _. LBS 1652 LBS 17:63 FT 1.00 FT 5.50 IN 1.50 IN 4/6 STRU GTU RSL FOR SINGLE FAI 11 LY REE)IDENCE FOR SGOTT �t YVONNE GAILEY JOB SITE 525-9 OLD NII" ISHF-W (:3-F AGE RD: CHICO, GA P�ARCHITECTURE +PLANNING + ENGINEERING Larry+ J.. Warner, ARCHITECT ® �Rc,�� 10-C W LLIAMSBURG LN CHICO, CALIFORNIA 95926 916=892-8008 � 9 qrF OF CA��® j 1 PROJECT: a i ; "5;:.YL PROD. No: 50149•' LOCATION: OLC N1"l54C1,; '&A C�.4a G6Kco DATE: (0112195 BY: LJW PAGE 1 OF CODES: Uniform building code,'! 991 Edition RISC, Manual .of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,000 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: fc. = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B steel Tubin.�: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI 1 AITC A190.1-1983 Simple Spans: - 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: C Method 2 used unless noted otherwise. Allowed Soil' Bearing_.:,' 1,SOQ_psfj NOTE: Any structural or -non=structural-items`that'are. not`specifically, addressed in ' the following calculations and or details are desi' ' by others and are not the; -responsibility of Plan House, Ltd., Larry J: Warner; Architect Verificationof the$soil: condition`s=at the project site to determine the expansive or bearing capacity_ fs by others_ Plan House Ltd, Larry J. Wamer, Architect, 10-C WWaimsburg Ln., Chico, CA.95926, 916-892-8008 Combination Raaf and Floor Beam [91 UBC (86 NDS)] Ver. 3.04 .- DLD= By: Larry .o',NamerArchii ct, Plan House LTD/L.J. Warner Architecton: 8-25-1995 Project: GA150499 .,::w !tion: RF -BM -1 FLOOR :a VF �? ,ATUDT WALL/DECK TLD= Beam Data: LBS Live Load:. Span: L= 14.0 Maximum Unbraced Span: Lu= .0 Live Load Deflect Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Live Load: RCLL= 20 Dead Load: RFDL= 15 Roof RaftgrTributary Width: RTW= 12.0 Roof Duration Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 Floor Dead Load:. FDL= 15 Floor Joist Tributary Width: FTW= 3.0 Floor Duration Factor: FDF= 1.00 Wail Load: WL= 80 Beam Loads: Roof Live Load: RFLL= 240 Floor Live Load: FLL= 120 Bears Self Weight: BSW= 16 Beam Total Dead Load: TDL= 321 Total Maximum Load: TML= 681 .onatrolling Total Dezign Load: CTL= 681 P operdes For: 2.0E WS Parallam - TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2900 Shear Stress: Fv= 290 Modulus of Elasticity: E= 2000000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties Slenderness Fb' : Fb' = 3335 Size Factor Fb' : CF Fb'= 3335 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Momeni: M= 16668 Shear (@ d. from ism end): V= -4 229 Comparisons With Requi E'd Sections: Section Modulus: Sre = 61 Area: Areq= A= Moment of Inertia: Ireq= Section Adequate By: 16% Controlling Factor: Moment of Inertia Deflections:: . :Dead.Load: .- DLD= Live;_Load _ LLD= Tofat Load:- . __ _ ... TLD= 2520 LBS Live Load:. LL= DeadLoad:. DL= Total Load: TL= Bearing Length Regd.: BL= 105 20 66 421 500 FT FT PSF g5F i;T PSF PSF FT PLF PLF PLF PLF PLF ^P9LF f PSI PSI PSI PSI PSI PSI FT LB :.BS iN3 IN3 IN2 IN2 IN4 IN4 0.28. IN 0.31: IN = U540 0.59 IN = L1285. 2520 LBS 2248 LBS' 4768' LBS 1.05 IN Page:2 Combin,7t*n Roof and Floor Beam [91 UBC (86 NDS)J Ver. 3.04 By: Lary J. Warner Architect, Plpr; House LTD/L.J. Warner Architect on: 08-25-1995 Project:'GA150499 Location: RF-BM-1 FLOUR-SM n STUDT WALUDECK Summary: 7.00 x 9.50 2.0E WS Parallam - TRUSS JOIST-MACMILLAN Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. garner Architect, Plan House LTD/L.J. Warner Architect on 08-25-1995 Project: GAI50499 Location: RF -BM 3 FIr Sm L Dath/closet-2 A= Beam Uato Ireq= 266 Span: L= 9.5 Maximum Unbraced Span: Lu= 0, Live.Load Deflect Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Live Load: RCLL= 20 Dead Load: RFDL= 15 Roof Rafter Thbutary llVdth: RTW= 10.0 Roof Duration Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 Floor Dead Load: FDL= 15 Floor Joist Tributary Width: FTW= 17.0 Floor Duration Factor: FDF= 1.00 Wall Load: WL= 80 Beam Loads: Roof Live Load: RFLL= 200 Floor Live Load: FLL= 680 Beam Self Weight: BSW= 12 Beam Total Dead Load: TDL= 497 Total Maximum Load: TML= 1377 Controlli ng Total Dz3ign Load: CTL= 1377 Properties For: 2.0E WS Parallam - TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2900 Shear Stress: Fv= 290 Modulus of Elasticity: E= 2000000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties Slenderness Fb' : Fb' = 3335 Size Factor Fb' : CF Fb'= 3335 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Moment: M= 15532 Sheav, (c@ d from beam end): V= 5479 Comparisons, Wirth Required Sections: Section Modulus: g - Area: Moment of Inertia: Section Adequate By: 2304 Deflections: Dead Load: twe .Load: ...;Total' Load: Reactions (Each End): Live; Load:. . Dead Load: Total'Load: Bearing Length Reqd.: req- S= 56 74 Areq= 25 A= 48 Ireq= 266 1= .34.6. Controlling Factor: Moment of Inertia LBS FT FT PSF NSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT LB. LBS IN3 IN3 IN2 IN2 IN4 ]N4_-_ DLD= 0.13: IN LLD= IN ='L/490' TLD= 0.36 IN.= L/313 LL= 4180 LBS DL= 2360 LBS TL= 6540 LBS BL= 1.92 IN Page: 2 Combinatiu n, Roc.,. and F!ocr Beam 191 UBC (86 NDS)] Ver. 3.04 - By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Archiieci on: 08-25-1995 Project: GA150499 Location: RF -BM -3 Fir Bm @ Bath/closet-2 Summary: 5.25 x 9.25 2. OE WS Para]lam -TRUSS JOIST -MACMILLAN ✓ ., j.;, / l'Aulti-Loaded Beam [91.UBC -(86 NDS)] Ver. 3.04 By: LarryJ. Wilmer Architect , Plan House LTD/L.J. ftirner Architect i;r 10-30-1995 9 ,Project: GAi50499- aDRM2 CLCJS—E ,,, Beam Data: �. Span: L= 6.0 FT Maximum Unbraced Span: _ ,_ _ Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 �• Live Load Defi,?�ct. Criteria•L/ �t --__?,60' Total Load -Deflect . a :i; p L/ .: 240 =� Uniform LoSd: .. Lave Load:._ :ALL= 0 PLF', Gead Load:' -` `UDL=-- - ,. � - . 0 PLF . Beam Self Weight: , , BSW= 8 PLF Total Load: UTL= 8 PLF - Concentrated Load P(1): Live Load: P(I)LL= 3219 LBS Dead Load: P(1)DL= 2151 LBS Total Load: P(1)TL= 5370 LBS Location: X(1)= 3.0 FT Properties For: 1.8E WS MicroL•am- TRUSS JOIST -MACMILLAN Bending Stress: Fb-- 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: • Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : ;W= 2400 PSi Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 8091 FT LB '@ 3.00 FT Shear (@ d from beam end): V= 2703 LBS Comparisons With Required Sections: Section Modulus: Sreq= 38 IN3 S= 52 IN3 Area: Areq= 15 IN2 A= 33 IN2 Moment of Inertia: Iraq= 78 IN4 I 250 IN4 Section A�F;quate .qy 29% f.,ntrolling Factor: Section Modulus \,`- !�� .�� `� Deflections: Dead Load: OLD= 0.04 IN Live Load: LLD= 0.06 iN = L/1295 Total Load: TLD= 0.09 -IN = L1772 End Reactions(Left Side): , -: i4 . Live Load: _ ...�_ _ .^.__— _____-_ LL LR=.__ Dead: Load: DL LR= 1100*_=LBS - - = ,L; otal Load: TL LR= -27 End Reactions(RigM Side) _ .,er_ r � - 'LniWG- 1 d .. .z... .�5 "-,+rqx .x Hc -f'•i f'�.�a.s -•---F' Dead. Load:,RRLBS. h'ETotal L adY TL RR�y2709"LBS'�r.: ' . w`Beanng, egd:(Left):: LBL_' kBeanh Len R d ht _ YRBL t `t`A3 IN''� Summary 3:50 x 9.50 T:8E WS MicroLam -TRUSS JOIST -MACMILLAN . .. w - - -.. .- .. ._ r.,.i.i. '' '�.:K4,:.wC=:�.•+N. ,.K'.w -w..-w+-.r.rOLSii. ... r R Roof Beam [91 UBC (86 NDS)] Ver: 3.04 3/ By: Lary Wwner Architect : Psan House LTD/L.J. Warner Arch ect on: 10-30-1995 9 Project: GA150480cetion: ENTRY/BRID_ E FOR TRUSSES Beam Data:---�---` �_.• Span::,.. .. _ L= 14.5 FT Maiamum Unbraced Span: Lu= .0 FT Pitch Of Roof: RP= 0.00 :12 _ Live Load Deflect. Criteria: U 240 -� r6ta! Load Deflect. Ciiteria: + -- '� }� �. L/ ` 180 - Beam Loading: ' • -,i ✓ _ . _ Live Load: �. �y A.,•„RCi'_- 20 Roof Loaded Area: RLA;= 174 Area Adjusted For Roof Pitch: RLAadj= 174 Roof Live Load R+:ethod: 1 A= 41 Side One: Roof Dead Load: RDL(1)= 20 Roof Rafter Tributary Width: RTW(1)= 11.0 Side Two: Roof Dead Load: RDL(2)= 20 Roof Rafter Tributary Width: RTW(2)= 1.0 Roof Duration Factor: - ' RDF= 1.15 Slope Adjusted Lengths and Loads: 1.35 IN. Adjusted Beam Length: Ladj= 14.5 Beam Live Load W/ Slope Red'n: BLL= 240 Beam Self Weight: BSW= 10 Beam Total Dead Load: TDL= 250 Total Marjirium Load: TML= 490 Controlling Total Design Load: CTL= 490 Properties For: 1.8E WS MIcroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slendemess Fb' : Fb' = 2990 Size Factor Fb' : CF Fb'= 2990 Beam Length Classification: Short Beam -Controlling Duration Factor: C+j= 1.15 Design Requirements: Ma)dmum Moment: - M= 12880 Shear (@ d from beam end): ` V= .3068 � C o' n1parisons VVdh Required Sections: i Section Modulus: Srt; q 52 Area-' Moment of Inertia: Section, dequate By:.37% Controlling Factor: Section Modulus _ Deflections `-C--� - Dead. Load”, Gv@ Total Load' Dead Load � � "�''- " _ r- •• .... _ ',, - . _ Bearing Length S= 82 Areq= 15 A= 41 Ireq= 281 1= 488 PSF SF SF PSF FT PSF FT FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT L.B LBS IN3 IN3 IN2 IN2 IN4 IN4 DLD= 0.28 IN LLD= 0.27 ' IN = U641 TLD=0 55 IN _ L/314 LL= 1.740 . LBS -.DL= 1813 _' LBS - TL= 3553 LBS BL= 1.35 IN. Page: 2 Roo; rdeam [91. JEG (86 NGS;j Ver. 3.04 Sy:. -.Larry Arch iect , •Plan,'Ho!jsa !-TD/L.J. Warner Archite(-t c^_ 10-7-0c 1.995: Project GA1504110cation: RF -BM -T-11 BM a@ E,:?'PYBRIDGE F©R TRUSSES Summary: 3.50 x 11.875 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN "i9 Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.04 / By: Larry J. Warner Architect, Plan !-louse tTDiL.J. blamer Architect on: 08-25-1995 V Project: GA150499 Locution: RF-B1fi- 4 F!-; c rr isundAmth2 Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= .0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: Li 240 Roof Loading: ldve,Load: RCLL= 20 PSF Dead Load: RFDL= 15 PSF Roof Rafter Tributary Width: RTW= 10.0 FT Roof. Duration Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 PSF- Floor Dead Load: FDL= 15 PSF Floor Joist Tributary Width: FTW= 8.5 FT Floor Duration Factor: FDF= 1.00 Wall Load: WL= 80 PLF Beam Loads: Roof Live Load: RFLL= 200 PLF Floor Live Load: FLL= 340 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: TDL= 365 PLF Total Maximum Load: TML= 905 PLF Contrciling Total Design Load: CTL= 905 PLF Properties For: 2.0E WS Parallam - TRESS JOIST-MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties Slenderness Fb' : Fb' = 3335 PSI Size Factor Fb' : CF Fb'= 3335 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Moment: M= 4074 FT LS Shear (@ d from beam end): V, 2018 LBS Comparisons With Required Sections: Section Modulus: Sreq= '1-5 IN3 S= 49 IN3 Area: Areq= 10 IN2 A= 32 IN2 Moment of Inertia: Ireq= 45 IN4 IN4, Section Adequate71%230 eq By: Controlling Factor: Section Modulus Deflections: Dead Load: DLD= : 0.02.' IN::- Live Load: LLD= 0:03-..:--IN, Lf21` Total Load: : 'TLD= 0;06 IN - V12 Reactions (Each: End): - r� Uve Load- LL= 162Q . L.BS Dead Load: DL= TotaPtoad:. TL= -27. t6 :`LBS Bearing Length Reqd.: BL= Page:2 t: Combination Roof and Floor Beam [91 UBC (86 Kb*S)] Ver. 3.04 By: Larry J. !Name! Architect, Plan rouse LIMPL.J. Warner Architect on: 08-25-1995 Project: GA150499 Location: RF-BM-4 Fir Sen @ laund/bath2 Summary: 3.50 x.9.25.2.0E WS Parallam - TRUSS JOIST-MACMILLAN Combination Roof and Floor Beam [91 UBC.(W NDS)] Ver. 3.04 By: Larry J. Warner ArchitE::t ,Flan House LTD/L.J. Warner Archtect on: 10-3f3-1995 9 . Project: GA 50499 _ Location: RF -ESM -S FIr 3m=C F Beam Data:. Span: L= 14.3 FT Mabmum Unbraced Span: - Lu= .0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. C;rite�k-�: LJ240 Roof Loading: s - 1- Live Load: RCLL= 20 PSF Dead Load: RFDL= 15 -PSF Roof Rafter Tributary Width: -FkTW= 1'.! F7 Roof Duration Factet: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 PSF Floor Dead Load: FDL= 12 PSF Floor Joist Tributary Width: FTW= 6.2 FT Floor Duration Factor: FDF= 1.00 Wall Load: WL= 60 PLF Beam Loads: Roof Live Load: RFLL= 203 PLF Floor Live Load: FLL= 249 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: TDL= 302 PLF Total Maximum Load: TML, 754 PLF Controliing Total Design Load: CTL= 154 PLF Properties For: 1.8E WS Microl-am - TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2990 PSI Size Factor Fb' : CF Fb'= 2990 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Aaximum Moment: 19130 FT LB ,Shear (@ d from beam end).: VF- 4624 LBS Comparisons !-�'y''dh Required Sections: Section Modulus: Sreq= ' . i iN3 S= 123 IN3 Area: Areq= 22 IN2 A= 62 IN2 Moment of Inertia: Ireq= 546 IN4 -43-2 - IN4 Section Adequate By: 26% Controlling Factor: Moment of Inertia Deflections: Dead Load: OLD=- :-::..0:217 . 1N Live: Load: L ': V:32 IN = L/538 Total Load: 0;53 IN =. U322: Reactions (Each Eiid); - We. Load: - LL= 4.3219 _`LBS' - Dead Load- DL= -�21'S1 =LBS Total Load: TL= -:5370: :LBS Bearing Length Regd.: BL= ::--1"36 . IN.. _ .-. :... . Page: 2 > : Combination Roof and FiGor Beam [91 U9C (88 NDS)] Ver. 3.04 By: Larry J. IFi/ar^er Architect -j: Plan klouse LTL -'/L.4 v�'��rrierArchitect-o.n: 10-30-1935. Project: GA150499 Location: R=I?�1-�'Flr Bm Summary: 5.25 x 11.875 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry_ J. Warner Architect , Plan House LTD/L.J. \P,arner Architect on: 08-28-1995 . Project: GA150499 Locatt7,n: FG -1-1 Floor Girder Beam Data: Dead Load: Span: L= 8.3 Maximum Unbraced Span: Lu= 1.3 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ . 240 Floor Loading: Floor Dead Load: FDL= 15 Side One: Floor Live Load: FCLL(1)= 40 Tributary Load Span(Side One): FTW(1)= 5.3 , Side Two: Floor Live Load: FCLL(2)= 40 Tributary Load Span(Side Two): FTW(2)= 4.5 - Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 Average Uniform Live Load: FLLave= 40 Beam Loading: Beam Total Live Load: BLL= 390 Beam Self Weight: BSW= 8 Beam Total Dead Load: TDL= 154 Total Maximum Load: TML= 544 Controlling Total Design Load: CTL= 544 Properties Fogy: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Sandirg Stress: Fb= 2600 ::hear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 4631 Shear (@ d from beam end): V= 1814 Comparisons With Required Sections: Section Modulus: Sreq= 22 - S= 52 Area.- Moment rea: Moment of Inertia: Areq= 10 A= 33 Ireq= 83 1= 250 FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI PSi PSI PSI PSI' PSI FT LB LBS IN3 iNs IN2 IN2 IN4 IN4 Section Adequate By: 59 % Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.04 IN -.Ln're`Load LLD-;: 0.09 IN = L/1096 Total Load: TLD= 0.13 IN = LR85 Reactions (Each, End): _Lnre LL= 1609 LBS Dead Load: DL= 637 LBS. -Total Load: _' TL= 2245 LBS Bearing Ler,Ith, Regd.: .:._:::::._: _ . BL= .86 IN Summary: 3.50 x 9.50; 4..5E WS.MicroLam - TRUSS JOIST -MACMILLAN Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , F1ura Ho,J.se LTDiL.J. Warner Architect on: 08-28-1995 Project: GA150499 Location: FG-1-2 Floor Girder. Beam Data: Span: L= 8.3 FT Mabmum Unbraced Span: Lu= 1.3 FT Live Load Deflect.. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: FDL= 15 PSF Side One: Floor Live Load: FCLL(1)= 40 PSF Tributary Load Span(Side One): FTW(1)= 4.3 FT Side. Two: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= 4.5 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0. PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 350 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: TDL= 139 PLF Total Ma)amum Load: TML= 489 PLF Controlling Total Design Load: CTL= 489 PLF Properties For: 1.8E WS MicroLam- TRUSS JOIST-MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress:. Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam. Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Moment: M= 4163 FT LB Shear (@ d from beam end): V= 1631 LBS Comparisons With Required Sections: Section-Modultas: Sr_eq= 20 IN3 S= 52 iN3 Area: Areq= 9 IN2 A= 33 IN2 Moment of Inertia: Ireq= 74 IN4 1= 250 IN4 Section Adequate By: 64 % Controlling Factor: Section Modulus Deflections: --Dead.Load: DLD= 0.03 IN Live Load: LLD= 0.08 IN = L/1222 Total'L' oad:.. - TLD= 0.11 IN = L/874 Reactions (Each End) UVe.Load , LL= 1444 LBS Dead Load: DL== 575 LBS Total Load: - TL= 2018 LBS' Bearing Length-Regd.- BL= .77 IN Summary_3.50 x 9.50 l.SE_WS-MicroLam —TRUSS JOIST -MACMILLAN Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , Pian Hoisse LTD/L.J. Warner Architect on: 08-28-1995 Project: GAI50499 Location: FG-1-3°171cor Girder Deflections: Beam Data: Span: L= 8.0 Maximum Unbraced Span: Lu= 1.3 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead. Load: FDL= 15 Side One: Floor Live Load: FCLL(1)= 40 Tributary Load Span(Side One): FTW(1)= 7.8 Side Two: Floor Live Load: FCLL(2)= 40 Tributary Load Span(Side Two): FTW(2)= 7.8 Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 Average Uniform Live Load: FLLave= 40 Beam Loading: Beam Total Live Load: BLL= 620 Beam Self Weight: BSW= 8 Beam Total Dead Load: TDL= 241 Total Maximum Load: TML= 861 Controlling Total Design Load: CTL= 861 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending,Stress: Fb= 2600 Shear -:Stress: Fv= • 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 6885 Shear (@ d from beam end): V= 2761 Comparisons With Required Sections: Section Modulus: Sreq= 32 S= -•52 Area: Areq= 15 A= 33 Moment of Inertia: Ireq= 120 1= 250, FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI. PSI PSi PSI PSI PSI FT LB LBS IN3 iN3 IN2 IN2 IN4 IN4 Section Adequate By: 40 % Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.05_ IN _. J Live Load: LLD= _767i'3IN _ = L/756 Total Load: TLD= 0.18 IN =_L/545 Reactions (Each End):' Live; Load:... _. LL= 2480 ,:LBS: Dead Load: DL= °962 ,Total Load: _. ° TL= 3442 D'LBS .. Bearing Length.Regd.: BL= 1.31 IN Summary: 3.50 x 9.50.1.8E WS MicroLam - TRUSS JOIST -MACMILLAN Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , PIMI .House LTD/L.J. Warner Architect on: .08-28-1995 Project: GA150499 Location: FJ -1-2 Typ Fir Joisr First' Floor Joist Data: Span: L= 15.0 Maximum Unbraced Length: Lu= 0.0 Live. Load. Deflect Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: FCLL= 40 Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 0 Uniform Dead Load: UDL= 15 Joist Live Load: WL= 53 Joist Dead Load: WD= 20 Properties For: SERIES 15 DF / 9.5- TRUSS JOIST -MACMILLAN Depth: D= 9.50 Allowable Moment: Mprov= 2800 Allowable Shear: Vprov= 940 E*I of Joist: E1= 161000000 Maximum End Reaction: Rmax= 940 Comparisons With Required Sections: Maximum Moment: M= 2062 Note:' Maximum Shear: V= 549 Note: Live Load Deflection: LLD= .411 Section Adequate By: 18 % Controlling Factor: Allowable Deflection Deflections: Interior Span Live Load: LLD= 0.41 Interior Span Total Load: TLD= 0.57 Spacing: SPC= 16.00 Joist Reactions: Live Load: LL RXN= 533 Dead Load: DL RXN= 200 Total Load: TL RXN= 733 Note: Joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Summary: SERIES 15 DF / 9.5 - TRUSS JOIST -MACMILLAN W al PSF LBS PSF PLF PLF IN FT LB LB LBS*IN^2 LB FT LBS IN3 IN IN = L/438 IN = L/318 IN LBS LBS LBS Floor .Joist [91" UBC. (86 NDS)] Ver. 3.04 By: Larry J. 'Alarne. Architect, Plan House LTD/L.J: Warner Architecton:: 0 28-1995 -' ✓ Project: GA150499 Location. FJ -1 Yo Fir Joisr First Flour Joist Data: Span: L= 15.8 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: FCLL= 40 PSF Floor Duration Factor. FDF= 1.00 Concentrated Live Load: FLLconc= 0 LBS Uniform Dead Load: UDL= 15 PSF Joist Live Load: WL= 53 PLF Joist Dead Load: WD= 20 PLF Properties For: SERIES 15 DF / 9.5- TRUSS JOIST -MACMILLAN Depth: D= 9.50 IN Allowable Moment: Mprov= 2800 FT LB Allowable Shear: Vprov= 940 LB E*I of Joist: El= 161000000 LBS"IN^2 Maximum End Reaction: Rmax= 940 LB Comparisons With Required Sections: Maximum Moment: M= 2274 FT LBS Note: Maximum Shear: V= 577 IN3 Note: Live Load Deflection: LLD= .496 IN Section Adequate By: 6 % Controlling Factor: Allowable Deflection Deflections: Interior Span Live Load: LLD= 0.50 IN = L/381 Interior Span Total Load: TLD= 0.68 IN = L277 Spacing: SPC= 16.00 IN Joist Reactions: Live Load: LL RXN= 560 LBS Dead Load: DL RXN= 210 LBS Total Load: TL RXN= 770 LBS Note: Joists were designed for simple spans using the joist manufacturers published values. if the design -dohs not.match the actual joist loading or span conditions in any way, contact the joist manufacturdr for design verification. Summary: SERIES 15 DF / 9.5 - TRUSS JOIST -MACMILLAN MuAiL Loaded Beam [91, UBC (86 NDS)] Ver. 3.04 Controlling Factor: Section Modulus By: Lai ry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 06-28-1995 Project: GAI504�9 Location: bMI-1-1 FlrBrn @ basement' Beam Data: DLD= 0.17 Span: L= 17.0 Maximum Unbraced Span: Lu= 1.3 Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L 2.40 Uniform Load: ..LBS.. Dead`Load: Live Load: ULL=' 400 Dead Load: UDL= 150 Beam Self Weight: BSW= 23 Total Load: UTL= 573 Concentrated Load P(1): 6351 LBS Live Load: P(I)LL= 4180 Dead Load: P(1)DL= 2360 Total Load: P(1)TL= 6540 Location: X(1)= 1.3 Concentrated Load P(2): Live Load: P(2)LL= 4180 Dead Load: P(2)DL= 2360 Total Load: P(2)TL= 6540 Location: X(2)= 10.8 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Slenderness Fb' : Fb' = 2600 Size Factor Fb' : CF Fb'= 2485 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 48096 Shear (@ d from beam end): V= 8627 Comparisons With Required Sections: Section Modulus: Sreq= 233 S= 7-83 Area: Areq= 46 A= 94 Moment of Inertia: Ireq= 1554 1= 2551 FT FT PLF PLF PLF PLF LBS LBS LBS FT LBS LBS LBS FT PSI PSI PSI PSI PSI PSI FT LB @ 10.75 FT LBS IN3 IN3 IN2 IN2 IN4 IN4 Section Adequate By 18% Controlling Factor: Section Modulus Dead Load: DLD= 0.17 IN Live Load: LLD= 0.34 IN = L592 Total`L-'oad: :: TLD= 0.52 IN.= L1394 End Reactions(UtSide): Live; Load:.. _ _..:<: LL1R LR=. - .. 8809 ..LBS.. Dead`Load: DL.LR= 4524 LBS Total Load: TL LR= 13334 LBS End Reactions(Right:Side): -. Live Load: LL.RR- 6351 LBS Dead Load: DL RR= 3136" LBS Page: 2 . Multi -Loaded Beam [91,UBC (36 NOS)] Ver. 3.04 By: (,arty J. Warner Architect., Pian House LTD/L.J.-Warner Architect ort` 08-28-1995 Project: GA150499 Location: BM -1-1 Flr Bm @ basement' Total Load: TL RR= 9487 LBS Bearing Length Regd.(Left) : LBL= 3.39 IN Bearing_Length Regd.(Rght): RBL= 2.41 IN Summary: 5.25 18.00 1.86 WS MicroLam - TRUSS JOIST -MACMILLAN Multi -Loaded Beam s91 UBC (86 NDS)] Ver. 3.04 By: Larry J: Warner Archit%,'c�i , Plar ;louse LTD/L,.!. Warner Architect .on:'10-31-1995 % '• Project !GA150499 J_0-,ation. BM -1-3 "FLR BNigHO-T-B-1 POINT, Beam Data: _Span: _._._r._ L= 13.5 FT - - {==Mabmum Unbraced Span: Lu= 0.0 FT Live Load, Duration Factor:. LDF= 1.00 = =Lave Load'Deflect Criteria: L/ 360 ' Total Load Deflect. Criteria: '' ' U 240 Uniform Load: Live Load: z �' ULL= 54 PLF Dead Load: UDL= 20 -PLF Beam Self Weight: BSW= 12 PLF .Total Load:- UTL= 86 PLF Concentrated. Load P(1): Live Load: P(1)LL= 1610 LBS Dead Load: P(1)DL= 1100 LBS Thal Load: P(1)TL= 2710 LBS Location: X(1)= 1.0 FT 'Concentrated. Load. 0(2): --Live Load: P(2)LL= 1610 LBS Dead Load: P(2)DL= 1100 LBS Total -Load: P(2)TL= 2710 LBS Location: X(2)= 7.0 FT Properties For: 1.8E A'S MicroLam- TRUSS JOIST -MACMILLAN Bending. Siress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Moment: M= 12389 FT LB @ TOO F7 Shear (@ d from beam end): V= 4327 LBS Comparisons WPI. Regqui5ad Sec ior+=: Section Modulus: Sreq= 58 1113 S= 74 IN3 Area: Areq= 23 IN2 A= 48 IN2 Moment of Inertia: Ireq= 294 IN4 1= 346 IN4 Section Adequate By 15% Controlling Factor: Moment of Inertia '".Dead Loads ' DLD= 0.23 IN -LLD= 0.34 IN = L/47.1- . - _=1Eota! Coad. TLD 0.57 IN = LR83 End Reans�Leit Srde) SLL 2830 ` '� rLBB -�- r= Lv -d oa ....DL'LR_ .17d 63S _- �_ TL -LR- =4393 .LBS End;Readfons(R1ghLSrde) - --- -CnreLoad ''""' `"""` • LL RR= 1319 LBS -,Dead- Laadi - - _ . _ .. ' T - OL.RR= .. .867 LBS m., ' . _ -.. 'FS,�,•n �u .'�'.—^ww.F.� n.•.�--....sem,. ..•s.J:. . .: _ :. - - Page: 2 MJIti l 07u�"' Beam [9'i' UBC (86 NDS)] Ver. 3.04 By: -srry J. Warner Arco' , lkn-House LTD/L.J. WarnevArchitect do :1!3_•.31=1995 Project: GA150499 LocatQ : BiVp-1-3 FLR BM /HD -FB -1 POINT Total Load: - - TL RR= 2185 LBS Bearing Length Regd.(Left) : LBL= 1.12 IN Bearing Length Regd.(Right): RB -L= 0.55 IN Summary: 5.25 x 9.25 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN Multi-Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner_ Architect on: 08-28-1995 Project: GA150499 Location:..EM-1-3 Fir Sm MD-FE-1 point Beam'Data: Span: L= 14.0 FT Mabmum Unbraced Span: Lu= 0.0. FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 . Uniform Load: live Load:. ULL= 54 PLF Dead Load: UDL= 20 PLF Beam Self Weight BSW= 12 PLF Total Load: UTL= 86 PLF Concentrated Load P(1): Live Load: P(1)LL= 1260 LBS Dead Load: P(1)DL= 1160 LBS Total Load: P(1)TL= 2420 LBS Location: X(1)= 1.0 FT Concentrated Load P(2): Live Load: P(2)LL= 1260 LBS Dead Load: P(2)DL= 1160 LBS Total Load: P(2)TL= 2420 LBS Location: X(2)= 10.0 FT Properties For: 1.8E WS MicroLam- TRUSS JOIST-MACMILLAN Bending S►ress: " . Fb= %600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Moment: M= 9321 FT LB @ 10.00 FT Shear (@ d from beam end): V= 3473 LBS Comparisons With Required Sections. Section Modulus: Sreq= 44 IN3 S= 74. IN3 Area. Areq= 19 IN2 A= 48 IN2 Moment of Inertia: Ireq= 245 IN4 1= 346 IN4 Section Adequate By 29% Controlling Factor: Moment of Inertia Deflections: �IN Dead Load: DLD= " 0.22 Live Load: LLD= 0.27 IN = L/621 Total Load: TLD= 0.49 IN,= L/340 End"Reacdor s(Left.Side): Live, Load-. LL LR= 1908 : LBS Dead Ldad: DL LR= 1631- 'LBS Total Load: TL LR= 3539 LBS End R_e_a`ctions(R ght:Side): Live.toad: - - LL.RR= 1368 LBS Dead Load: DL RR= 1134 LBS Page: 2 MuiV-Loaded Beam [91 UEC: (86 NDSA Ver: 3.04 By: Larry J. Warner Architect , Plan Houss LTD/L.J. fta�rner Architect on: 08 -28 -1995 - Project: GA150499 Location: BM -1-3 Fir Bm /HD -FB -1 point Total Load: TL RR= 2502 LBS Bearing Length Reqd.(Left): LBL= 0.90 IN Bearing Length Reqd.(Right)-. RBL= 0.64* IN Summary: 5.25)0,2511.81E WS MicroLarn - TRUSS JOIST -MACMILLAN Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTCB/L.J. Warner Architect on: 08-28-1995 Project: GA150499 Lccatiori.: DG -1-2 Deck Girder Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 1.3 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L1 240 Floor Loading: ' Floor Dead Load: FDL= 15 PSF Side One: Floor Live Load: FCLL(1)= 40 . PSF Tributary Load Span(Side One): FTW(1)= 3.8 FT Side "i wo: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= 4.0 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 310 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: TDL= 124 PLF Total Maximum Load: TML= 434 PLF Controlling Total Design Load: CTL= 434 PLF Properties For: 42- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3473 FT LB Shear (@ d from beam end): V= 1402 LBS Comparisons With Required Sections: Section Modulus: Sreq= 34 IN3 S= 49 IN3 Area: Areq= 23 IN2 A= 32 IN2 Moment of Inertia: Ireq= 64 IN4 1= 230 IN4 Section Adequate By: 32 % Controlling Factor: Area Deflections: Dead Load: --- _ DLD=0.03 ~ _ IN _ Live Load: LLD= 0.07 IN = U1319 Total Load: TLD= 0.10 IN = L/942. Reactions (Each End): ; Live Load: LL= :-: _ 1240" LBS Dead Load: DL=- 496 Total Load: _ TL= :.. 1736` Bearing Length Reqd.: BL= .79 AN. - - - Summary: 3.50 x 9.25 #2'- DOUGLAS FIR -LARCH - Dry Use Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , Plan Houa'0.LTD/L.J. Warner Architect on: 08-28-1995 Project: GAI50499 Lscatiol: DG -1-1 Deck Girder Beam Data: Span: L= 8.0 FT Maximum.Unbraced Span: Lu= 1.3 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading Floor Dead Load: FDL= 15 PSF Side One: Floor Live Load: FCLL(1)= 40 PSF Tributary Load Span(Side One): FTW(1)= 3.8 FT Side Two: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= 4.0 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 310 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: TDL= 124 PLF Total Maximum Load: TML= 434 PLF Controlling Total Design Load: CTL= 434 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3473 FT LB Shear (@ d from beam end): V= 1402 LBS Comparisons With Required Sections: Section Modulus: Sreq= 34 !N3 S= 49 M Area: Areq= 23 IN2 A= 32 IN2 Moment of Inertia: Ireq= 64 IN4 1= 230 IN4 Section Adequate By: 32 % Controlling Factor: Area Deflections: Dead Load:. DLD= 0.03 IN Live Load: LLD= 0'.07 IN = L/1319 Total Load: TLD= 0.10 IN = L/942 Reactions. (Each End): Live Load: LL= 1240 . -LBS Dead Load: -:DL=` 496 '- LBS Total Load: °- -.. _ _ :. _.:. TL"= :1-736; Bearing Length Reqd.: BL= :79 -IN,- INSummary: Summary: 3.50 x.9.25:,#2 - DOUGLAS. FIR -LARCH - Dry. Use. Uniformly Loaded Floor Beam [91 LIBC (86 NDS)] Ver. 3.04 LBS By: Larry J. Warner Architect . Pign House LTD L.J. Warner Architect on: 08-28-19.95 Project: GAI50499 Location: DG -1-3 Deck Girder - _ LBS Beam Data: 1681 LBS Span: L= 8.0 Maximum Unbraced Span: Lu= 1.3 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: FDL= 15 Side One: Floor Live Load: FCLL(1)= 40 Tributary Load Span(Side One): FTW(1)= 3.5 Side Two: Floor Live Load: FCLL(2)= 40 Tributary Load Span(Side Two): FTW(2)= 4.0 Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 Average Uniform Live Load: FLLave= 40 Beam Loading: Beam Total Live Load: BLL= 300 Beam Self Weight BSW= 8 Beam Total Dead Load: TDL= 120 Total Maximum Load: TML= 420 Controlling Total Design Load: CTL= 420 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress.- Fb= 1250 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1250 Size Factor Fb' : CF Fb'= 1250 Beam Length Classification: Short Beam Controlling. Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3363 Shear (@ d from beam end): V= 1357 Comparisons. With Required Sections: Section'Modulds: Sreq= .33 S= 49 Area: Areq= 22 A= 32 Moment of Inertia: Ireq= 61 1= 230 Section Adequate By: 34 % Controlling Factor: Area Deflections: Dead•Load:--- Live Load: Total Load: Reactions:.(Each. End):. • Live�Load:'A .- Dead Load: Total Load: Bearing. Length.Regd::: _ Summary:.350 x 925:#2_ DOUGLAS' FIR,LARCH -Dry.Use DLD= 0.03 LLD= 0.07 TLD= 0.10 FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF OLF PSI Pt1 PSI PSI PSI PSI FT LB LBS IN3 IN3 IN2 IN2 IN4 IN4 IN IN = L/1363 IN = L/972 LL= 1200 LBS DL= 481 LBS TL= 1681 LBS BL= .77 IN Section Adequate By: 29 % Controlling Factor: Area Deflections: ..__ ___..____-Dead Load-. Uve Load: Total: Load: Reactions (tache End): Lnre-Load ; 1Total�Laad`�. Summary.: 3:50;x:,925#2:. --DOUGLAS FIR -LARCH --Dry Use 4x� a/ FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT LB LBS IN3 IN3 IN2 IN2 IN4 IN4 DLD= 0.03 IN LLD= 0.08 IN = U1277 • Uniformly Loaded Floor Beam'. 91 UBC (86 NDS)] Ver. 3.04 IN = U913 By: Larry J. Warner Architect'., Plan HousS LTD/L.J. Warner Architect on: 08-28-1995 Project: GA150499 Location: DG -1-4 Deck Qrder LBS Beam Data: 51-1, ,LBS; Span: L= 8.0 Ma)omum Unbraced Span:. Lu= 1.3 Live Load. Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: FDL= 15 Side One: Floor Live Load: FCLL(1)= 40 Tributary Load Span(Side One): FTW(1)= 3.0 Side Two: Floor Live Load: FCLL(2)= 40 Tributary Load Span(Side Two): F7W(2)= 5.0 Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 Average Uniform Live Load: FLLave= 40 Beam Loading: Beam Total Live Load: BLL= 320 Beam Self Weight: BSW= 8 Beam Total Dead Load: TDL= 128 Total Mabmum Load: TML= 448 Controlling Total Design Load: CTL= 448 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1250 Size Factor Fb' : CF Fb'= 1250 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Ma)amum Moment: M= 3583 Shear (@ d from beam end): V= 1446 Comparisons With Required Sections: Section Modulus- - Sreq= 35 S= 49 Area: Areq= 23 A= 32 Moment of Inertia: Ireq= 66 1= 230 Section Adequate By: 29 % Controlling Factor: Area Deflections: ..__ ___..____-Dead Load-. Uve Load: Total: Load: Reactions (tache End): Lnre-Load ; 1Total�Laad`�. Summary.: 3:50;x:,925#2:. --DOUGLAS FIR -LARCH --Dry Use 4x� a/ FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT LB LBS IN3 IN3 IN2 IN2 IN4 IN4 DLD= 0.03 IN LLD= 0.08 IN = U1277 TLD= 0.11 IN = U913 LL=1 1280 LBS DL= 51-1, ,LBS; TL= 1791 LBS BL= .82 IN �a Floor Joist I91 UBC (86 NDS)] Ver. 3.04 13 By: Larry J. Warner- Archil ;ct , Plan Nouse LTD/L.J. Warner Architect on: 08-28-1995 Project: GA150499 Location: DJ --1=2 deck floor joist , 10 Joist Data: 29 1= Span: L= 7.0 Ma)amum Unbraced Length: Lu= 0'.0. Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: FCLL= 40 Floor Duration.Factor: FDF= 1.00 Concentrated Live toad: FLLconc= 0 Uniform Dead Load: UDL= 15 Joist Live Load: WL= 80 Joist Dead Load: WD= 30 Cantilever: Span: CS1= 4.0 Uniform Live Load: LL1= 40 Uniform Dead Load: DL1= 15 Joist Live Load: W1 L= 80 Joist Dead Load: W1 D= 30 Properties For: #2- DOUGLAS FIR -LARCH Bending, Stress: Fb= 1450 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 .Stress Perpendicular to Grain: Fcperp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1450 Size Factor Fb' : CF Fb'= 1450 Beam Length Classification: Short Beam Fb' (Compression Face in Tension [End One]): Fb' = 1*450 Beam Length Classification: Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Shear: V= 511 Note: Critical V created by combining all dead loads and W and W1 live loads. Mabmum Moment: M= -880 Note:<Cri1ical.M;c.reated by ccmbining.all dead loads and W1 live loads. Comparisons With Required Sections: Section Modulus: Sreq= 8 Area: Moment of Inertia: Section Adequate By: 26.% Controlling Factor: Area Deflections: Cant Tip 1;Live.Load: . .,Cant Tip 1-- Totat Load: ...Interior Span. Lir -Load: Interior Span Total'_Load: Spacing Bearing Length�Regd.: Bearing,LengthReq d.: . Equivalent.Wall Loadings:. Left End: S= 13 Areq= 9 A= 10 Ireq= 29 1= 48 IN :K2 LBS PSF PLF PLF FT PSF PSF PLF PLF PSI PSI PSI PSI PSI PSI :&9■ LBS FT LBS IN3 IN3 IN2 IN2 IN4 IN4 LLD1= 0.15 .IN TLD1= 0.2.1.-. AN:.-.: LLD= 0:05 tN; . 01711; TLD= 006" IN::= 01;456 :.._ SPC=. 24:00` IN BL1= 1`.01 IN BL2= .37. IN_ WTL1= 475 PLF Page: 2 Floor Joist (91 UBC (po NDS)) Ver. 3.04 By: Larry J. Vldhir.*r Architect , Plan House Ll6D,L:J. Warner Architect.on::.05=25-1995' Project: GA150499 Location: DJ -1-2 deck floor joist Right End: WTL2= 175 PLF Joist Reactions: Left End Total Load Reactions: Right End Total'Load Reaction—a: Note:Design, For Up!if Load Summary: 1.50 x 7.25 #2 - DOUGLAS FiR-LARCH'- Dry Use R1 max-- 951 LBS R1 Min= 0 LBS R2Max= 351 LBS R2Min= -56 LBS.. Floor Joist [91 UBC (86 NDS)] Ver. 3.04 13 By: Larry J. Warner Architect, Plan House. LTD/L.J. Warner Architect on: 08-28-1995 Project: GA150499 Location: DJ -1-1 deck floor joist _. 10 Joist Data: 3 1= Span: L= 4.0 Maximum Unbraced Length: Lu= 0.0 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: FCLL= 40 Floor Duration Factor: FDF= 1.00 Concentrated U,/e Loan: FLLconc= 0 Uniform Dead Load: UDL= 15 Joist Live Load: WL= 80 Joist Dead Load: WD= 30 Cantilever: Span: CS1= 2.0 Uniform Live Load: LL1= 40 Uniform Dead Load: DL1= 15 Joist Live Load: W1 L= 80 Joist Dead Load: W1 D= 30 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1450 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fcperp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1450 Size Factor Fb' : CF Fb'= 1450 Beam Length Classification: Short Beam Fb' (Compression Face in Tension [End One]): Fb' = 1450 Beam Length Classification: Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V= 275 Note: Critical V created by combining all dead loads and W and W1 live loads. Maximum Moment: M= -220 Note: Critical M created by combining all dead loads and W1 live loads. Comparisons Wiith'Required Sections: Section Modulus: Sreq= 2 Area: Moment of Inertia: Section Adequate By: 60 % Controlling Factor: Area Deflections: _.... __ . _... Cant Tip 1 Live Load: Cant Tip 1. Total Load: Interior Span Live Load: Interior -Span Total Load: Spacing: Bearing, Length Reqd.: Bearing: Length Reqd.: Equivalent Wall Loadings: Left End: S= 13 Areq= 5 A= 10 Ireq= 3 1= 48 FT FT PSF LBS PSF PLF PLF FT PSF PSF PLF PLF PSI PSI PSI PS= PSI PSI PSI LBS FT LBS IN3 W IN2 IN2 IN4 IN4 LLD1= 0:01 IN TLD1= 0.01 IN LLD.= 0.01 IN = L%8989 TLD= "-_:'0.'01- IN.= L/7335' -SPC=.. _ 24:00 IN BL1= 53; IN., BL2=. . _ : _ . 22 --IN .. . WTL1= '248 PLF Page: 2 Floor Jd;,t (9i UBC (86 NDS)j Ver. 3.04 By: harry J. Warner Architect ,Piaci House L,Tt�/L.J. Warner Ai,chitect on: 08-28-1995 Project: G.AIa0499 Location: DJ -1-1 deck floor joist Right End:- = WTL2= 103 PLF Joist Reactions: Left End Total Load Re'actio:z.: R1 mak-- 495 LBS R1 Min= 0 LBS Right End Total Load Reactions: R2Max= 205 LBS Note:Design F.oa Uplift Loads R2Min= -1 L� . Summary: 1.50 x 7.25 #2 - 001.:GLr;S FIR -LARCH - Dry Use F DEC $1, 9SFR I _„1 ^_ :,16^PL• AN>!HOS SSE LTD.,, "—"? 16 892 8008 P.01 a �1r.4W`�l!� t '4 Fox Govel - the&t GeorAe Kello g/Butte Gounty Bullding Dept. f Dore: Decernber 1, 1995 TIrne: s , Telephone. No. Fax No.536-2140 From: Lorry J. Warner r { PHL - ARCRTTECTURE +•PL.ANNING'+ ENGINEERING } Plan House Lid. z.� 10 - C Williamsburg Lane Chico, CA 95926 Voice/Fax 916, 892. 8008 Voice_ .916 . 892. 8009 TOTAL NUi„1BER OF PAGES INCLUDING COVER SHEET 3 1 4, Re: Galley single family residence. basement wall talc. 5250 Old iNimshew Rd. Ghico ?PN 011350-036 i�' AttocF ed iso coir- for the basement wall regarding the above 'nenitGned prpjeGt. a, Gori requested thct we fax tris to you ,-a:- your oppr-.,pr so that t^e con-, roGtcr car bce�,Till the wall on I"londay :Dp..c. G•, 1 5. f e P ease ncr ify t:,a'i , os well os my o Tice os soon o5 pos5ible. ,Also, please note In the coir that -re backfill doesno- exceed 3'6" and sicpes away f ..1`. morn the NAIVII. }, �w Thank you, I , � GG Scott Colley { y; Joe Ryan, contraG'"Gr r ;, File J.;1' ' �t IIT `'��,• � � \♦ � 1 DEC -01-95 FRI 12:12_PLAWHOUSE LTD. 916 892 8008 yr P.03 `�-Imo(-rte• ij t+ =drac C sites jzo o� ��'�2� .r S U) = . , r9 9 5 r9 D Z. r �_ oda a poi ..} �2� � L 1 •/�f�C� -6 / Y ` � �5 /� �^ GL �U � � � `�.2=- p '51 fir. 3r) 61� t73 7 rc u G(,5"L g 'r �2r�-y r..r0�u.�E� <�vc.. 57�C/',✓ �..•.ri-�c.. �.. .. S6 .9 aoss Se$ cite QTJ 38UGH HiAJ9 ql: I IA --3 pre`-It3-33Q cam- CIS `� � a -�� _ `�,� m,� a . a �, z c �� , `tet . �. °� ---•--�: esaeca .o PK A. v ark .ti �c�+z_, • s S Ve , i) �S.1%, s� C c � �� -.� J sae •.-��..�•.�.� ., � � .� �. c i e 1•'� � 2 a� SA, +y A. v ark .ti �c�+z_, • s S DE6-01-95 .FRI 12:17 'PLAN 'AO.USE "LTD. ��f�� 516 .892 8008 r' P.02 4 r jf.4N i G rz �rt.�� eL.h�S � SAIL vtZ, VT -T COUNTY Y 4 - .. UDING Dr= ARTMEN R V E- S0 .9 soas See ale . QTJ 32UGH �ir4J9 T I : T t 154=1 e!?- I Q- aq .S LP04 1 c 110 f -.!- s*.a c 4==, J-� aVF V -30 vc� I -L S` Ap.c a IAAF s"��► u�; � 1 s z- , Y TVIUOD 3TTU8 -1-J IA VI9MTSIAgga @OIGJIUF- ' n,aVOS1ggA . -q� p ri RE I ENTIAL 011-35-0-038 95-2905 B GAILEY, Scott & Yvonne 5259 Old Nimshew, Stage Rd, Magq (addIl cov porch) Joseph kyg-n " �' i el w JOB FiINALED (Date) 11-Iq — Signature V=OK 0 = Not OK Not Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils.; Special MH Support Sketch 3. Sewer, Location -Test Fall -C/O -Concrete 4. Water, Locatior► Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestVdrap; / tVtt / /Nat. or/ /"L"ft./ /LPG MISCELLANEOUS Date 7. Well Clearance 8 Disconnect 8. Utility Clearance 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; SineSpacing-Manage Line 3. Gas; MH Test-DemandVake-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining I 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main: 'Soils-Elec. Grnd.-/ /" 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- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except n's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -- ----------------------------------------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection --- - -------------------------- 18. O.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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rr's 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 wrMech. Fastners-Bond Gas & Water --------------------------------------------------- - ____ I - --- --------- -- --- -- 27. 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI ----------------------------------..... ... ... .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga Cu or At --------------- - -- ---------- ---- ---------- 29. Range Circ. r ' ga. Cu or AI -Oven Circ. r , ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------- --- --------------------- ----- .... _ _- - - - .... 30. Service -Riser Conductors & Ground -Main Disconnect - - ------------------------ --- --- 31. Equip. Clearances Panels-Motors-Mech. Equip. - --- - --- - -- - - . ......-- . ....... ... ... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light - ------------ - . ............................. ......... 33. Smoke Detector -------------- -----------------------....... ... ..._...... ......... . Date Card B-1 Date Card B-1 -------------............. . ....... Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except rr's 34. A.C. Ducts Insulation & Support ---------------------------........... ... ... ....... . 35. Vent Fan: Exh--- .. ... ._. _. -.. 36. Condensate Drain & Overflow: Sze & Grade 37 Furnance-Vent: Access -Comb Air -Return Air Vent -115 oullet -- - _- --.. ... 38 Attic Access & Platform if Furnance in Attic ------ --- - -_ --- .-....- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except is 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 Ce l ngs-Stags-Chases-Tub -------------- ..... .. 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ------------- 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-DripScreed-Fd. Vents-Underflr. Access ------------------- - 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------- - ------------ 59. Insulation -Walls -Ceilings ----------------------------- - 60. Infiltration -Walls -Windows ---- -------------------------------------------- -- Date Card B-1 Date Card B-1 - -- -- -------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------- ------------------------------ - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage. Above Floor -Ducts -Meeh. Protection ....----- --------------------------- 64. Bedroom Exiting --------------------------- 65 G.F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels - -------------------- 67. Stags & Rails ... ... _------------------------------ ---------------------- 68. Fireplace or Stove: Clearances -Hearth . ---..---------------------------------- - 69Elec. 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. Wir Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection -------------------------------- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location .... - --------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection .. ... .. -------------- --------------------- 7, ----------------- 7, Insulation -Foam -Looked in Attic ❑ Yes ------------------- ------------------------ 78. Guard Rads & Deck Construction -Post Caps . ... .- _ .------------------------------------------------- 79 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80 Following instldDrive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No - - - - - - - . - - - - - -- - - - - --- - --------- --- ------------------------- 81 Stucco: Brown -Finish 82 A C Unit. Disconnect. Electrical. Plumbing ------------------- 83. Vents Above Roof: PIbg -Appliance-Fireplace.-Clearance to Openings -- - - - - - - - - -- - ------------------ - ---- ------ 84 Water Well: Disconnect. Electrical. Plumbing 85 Exterior Elec Trim. G F I Receptacle -Underground - - - -------------------------------- 86 ----------------------------- 86 Ventilation Throughout House ----------- --- -------------------- 87 Glass Protection .. _ . - -------------------------------- 88 Corrections from Previous Inspections 89 Gas Test -Meters Tagged: Gas -El ectr ic 90 Water & Sewer Connected-C'O to Grade -HD Approval 91 Energy Compliance Certificate -Other Certificates ------- ------------------------------------- Date --------------------------------- Date Card B-1 DateCard B-1 _--- ..--- -------------- ------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorrfia 95965 - Telephone (916) 538-754 � P RMI NO.� APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT ow TELEPHONE G AD S 894-3236 C TT SO, FT, OCC. BUILDING VALUATION 96 C 1248 CONTRACTOR'S NAME RYAN TELEPHONE 877-1146 .TnqRPR CONTRACTORS MAILING ADDRESS Fireplace coW?fl'ff I.UWNITY BANK, PARADISE UN104OWN Total valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 31.0 ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ 23.0 ARCHITECT OR ENGINEERS MAILING ADDRESS • Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 5959 OLD NIMSHEW STA E. RD, PERMITFEE $ 74.011 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF CQ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other CX Describe Work: ADDL COV PORCH RR 95-9579 Mobile Home IS I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 2 0:0 0 Main Service a OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.Occup. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING Occup. OR ADDNS. ( a ACC. BLDS. ) SO. 3.5¢ FT. NEW CONST. MULTI.OUTLET NON•RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET cIR. EX. OCCU p. (OUTLET OR FDCTURES ) 20 @ 1.00 BAL .SO Ex. Occup. ourLEEors PLNS-.ORA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) that in the performance of the work for which this permit is issued, I shall ploy any person in any manner so as to become subject to workers' nsation laws of California, and agree that if I should become subject to the ' c ensation provisions of section 3700 of the Labor Code, I shall Lfhwith co ly with those provisions. X Date_1 1 ��__ Signet of 4ppll Owner ❑ Contractor ❑ Agent An OSHA permit is requl ed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 74.00 H3 g,FFEs IMP fL00 CDf PARCEL PD HD .r r— U This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. / D to G ,Zd I (Date) Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "^P�.'°'^`^„"LTi:_rF+ri7�v`,,rrr��.��""��'�.'.n'if sC�,„r,'�"�,1'�'jy�r�,:r0e•r�.y-.vr_1gr:..+v^�,�,�,. W,�^W.n�yA,-v::.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER v CO #_ 0>4%) A. P. No. 0 if - 35 O- 03 S Proposed Building Use ll,., -,-4- Building Inspector _ 6A-- Date WA 91 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 . .................. 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 $ .......................................... 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ........................ 13 load elevation letter (100 year flooy California Engineer. ................... anitat(on and plot plan approval ca Health Department . ............ (ty 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). .. . . est 20. Pre -inspection for required. ..toe�ildn9 nsp� - (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. ....................................... . 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 . ................ 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the ermit proess as follows: Mail tpP owner. Mail to contractor. TelephoneY3_ �� and hold for pickup at C W«o ffice. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form'sent Health Dept. Fire Dept. ' . Air Pollution D; Copy of plans sent Health Dept. Fire Dept. Other - Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: By 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 _ mail Counter by _ Date Plans checked by Date . Plans approved by oS Date !l- Rb Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Gailey S.F.R. Run: 021 30 -Oct -95 FENESTRATION SURFACES continued Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments -------------- 38 ---- Wind ----- ---- 4.059 --- 90 --------------- Fixed Vinyl ------------ ---------------- CLR/VINYL 24 Wind 9.*124 90 Fixed Vinyl Cle/lowE/fix 26 Wind 9.0214 90 Fixed Vinyl Cle/lowE/fix 25 Wind 36.Go�79 90 Slider Vinyl CLR/VINYL DR -16 Wind 53.379 90 Slider Vinyl CLR/VINYL DR -15 Wind 53.359 90 Slider Vinyl Clr/HeatMir DR -14 Wind 40.01259 90 Hinged Wood Cle/LowE dr-14-tran Wind 6.0:''259 90 Fixed Vinyl Clr/HeatMir DR -13 Wind 40.0-•'259 90 Slider Vinyl Clr/HeatMir DR -9 Wind 17.8 259 90 Hinged Wood Cle/lowE/fix GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC Gls Interior SC Int Exterior SC Ext Name ------------ Type --------- Panes value Only Shade Type Shade Shade Type Shade C1/HeatMir-F Clear ----- 2 ----- 0.330 ---------------- 0.880 Std ---------------- Drape 0.780 Bug ------ Screen 0.870 Clr/Vin/cas Clear 2 0.430 0.880 Std Drape 0.780 Bug Screen 0.870 Clr/Vin/fix Clear 2 0.490 0.880 Std Drape 0.780 Bug Screen 0.870 CLR/VINYL Clear 2 0.500 0.880 Std Drape 0.780 Bug Screen 0.870 Clr/HeatMir Clear 2 0.350 0.880 Std Drape 0.780 Bug Screen 0.870 Cle/lowE/fix Clear 2 0.380 0.880 Std Drape 0.780 Bug Screen 0.870 Cle/LowE Clear 2 0.400 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ 1 ------ 51011 ------ ------ 61011 51011 --------- --------- 21011 --------- 221011 8' 0" 1 -1 -tram 11011 61011 - 51011 21011 221011 8' 0" DR - 1 - t ran 1 ' 0 " 61011 51011 2'0" 221011 8'0" 2 61011 31011 51011 111411 2' 0" 311011 2-1-tran 1'0" 310" 510" 1114" 210" 3110" 3 610" 310" 510" 1114" 210" 3110" 3- 1- t ran 1101, 31011 51011 111411 2' 0" 311011 4 51011 31011 51011 2101, 281611 4' 6" 5 51011 310" 510" 210" 1816" 1416" 6 41011 21011 51011 111411 2' 0" 321011 7 5'0" 210" 510" 1114" 210" 3210" 8 41011 31011 51011 111411 2' 0" 311011 . 9 410" 310" 1716" 10" 0'0" 310" 10 41011 51011 21011 10'1 21011 291011 11 41011 51011 210" 10" 210" 29'0" 12 41011 41011 51011 21411 51011 5' 0" 13 41011 41011 51011 21411 6" 91611 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Gailey S.F.R. `Run: 021 30 -Oct -95 OVERHANGS continued Fenestration Name Height Width 21 410" 3'0" 38 210" 210" DR -16 618" 810" DR -15 618" 810" DR -13 618" 610" FINS Fenestration Name Height Width 15 6'0" 4'0" 16 610" 4'0" 17 510" 4'0" 18 510" 410" 15-1-tran 110" 410" 16-1-tran 110" 410" 17-1-tran 110" 410" 18-1-tran 110" 410" 19 510" 610" 19-1-tran 110" 610" DR -14 618" 610" dr-14-tran 1'0" 610" THERMAL MASS Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 510" 214" 4'0" 1918" 5'O" 214" 110" 2318" 6'2" TO" 5'0" 5'0" 510" 2'4" 010" 610" 510" 214" 1416" 612" Left Fin Right Fin Exten Dist Exten Dist Fin Fin. above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ ------ ------ ----- ------ -- -- -- -- 4'0" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 14'2" -- -- -- -- 410" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 1412" -- - -- -- 410" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 1412" -- -- -- -- 410" 2010" 1314" 1212" -- -- -- -- 410" 2010" 1314" 1212" -- -- -- -- 410" 2010„ 1314" 1212" - -- - -- 410" 2010" 1314" 1212" Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- -- -- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name IFraction Fraction Thermal Mass Comments ------------ -------- -------- ----= ------ -------------------------------- None COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: Gailey S.F.R. Run: 021 30 -Oct -95 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn-.93 Furnace 0.93 AFUE Attic R-4.2 ACsplit-13 Air cond. -- central split 13.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type Htrs Factor (gal) R-val Std-Heff_Gas Standard Std-Heff_Gas ----------------- Storage gas ---- 1 ------ 0.63 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Std-Heff_Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) Std-Heff_Gas 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- PROPOSED CONSTRUCTION ASSEMBLY: Residential, Page 1 Form 3R Project Title: Gailey S.F.R. 31 -Oct -95 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 2242 s.f. Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W21.2x6SF Wall Construction 15% CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Total Unadjusted Resistance (R): 27.41 11.85 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity ----------------- (1./27.-41 x 0.85) Framing ----------------- + (1./11.85 x 0.15) Total ----------------- 0.044 Btuh/ft2-F = 22.90 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- -- ---------- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 .0.45 3a Fir 5.50 -- 5.45 3b R21Batt 5.50 21.00 -- 4 Felt -- 0.06 0.06 5 ExtrPolyStyr 1.00 5.00 5.00 6 Stucco 0.25 0.05 0.05 7 FilmOutside -- 0.17 0.17 Total Unadjusted Resistance (R): 27.41 11.85 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity ----------------- (1./27.-41 x 0.85) Framing ----------------- + (1./11.85 x 0.15) Total ----------------- 0.044 Btuh/ft2-F = 22.90 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Gailey S.F.R. 31 -Oct -95 Project Address: 5259 Old Nimshew Stage Rd. Chico, CA Building Permit # Building Title: SFR 2242 s.f. Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W21.2x6WS Wall Construction 156 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U-value: (1./23.14 x 0.85) + (1./7.58 x 0.15) = 0.057 Btuh/ft2-F Resistance: = 17.69 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- ---------- -- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 5.50 -- 5.45 3b R21Batt 5.50 21.00 -- 4 Felt -- 0.06 0.06 5 Plywood 0.62 0.78 0.78 6 FilmOutside -- 0.17 0.17 Total Unadjusted ---------- Resistance (R): 23.14 ---------- 7.58 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U-value: (1./23.14 x 0.85) + (1./7.58 x 0.15) = 0.057 Btuh/ft2-F Resistance: = 17.69 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise rasidentiaf buildings _'Urject to the Standards must contain these measures regardless of thea compliance epprcacn .'Sud. ltsms markc5 with an aster`sk ;') may be suporspded by titter:! :Aringent coalpiiance requirements ':sten on the Corti., sta or' Compliance. Whet; tnis shed iist is iraxrporated into the parrntt dccuments, the features noted shall be con=_iderFd by all parties as binding minimum component performance,.pAcifications for the mandatory'measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measu-as ' §15u(a): Minimum R-1 g ceiling nsutaticn. §150(b): Loose fill insulation manufacrufer, s la•:P'::ld H-Va!ue. §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterot Hass walls). " §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and InfiltraborvExfiltration Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Extsrior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 5u(ci- 'Vapor barriers mandatory in Climate Zones 14 and 16 only. i'i cu; ti' aoeda+ infiltration banter inssailed to compiy with §151 meets Commission quatih/ stanoaras. 3150(e): installation of Freplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 1110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setbacx thermostat ca J applicable heating systems. 3150(j): Qipe and Tank tnsuiation ^ctrect not water tanks (e.g., unf;i r -d storage tanks or bacxw. solar hot water tanks) have insulation c,anket (R-12 or greater) or combined interior/exterior insulation (A -',G or 2. First 5 feet of piper closest o w heater tank, non -recirculating systems, insulated (R-4 or greater) 3. All buried or exposed piping int:ul:-i;-1 in rearcuiating sections of hot water system. 4. Cooling system piping below 55" F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts comtrurAK insWed and sealed to comply with UMC Sections 1002 and 1004; duds insulated to a minimum irstaAed:vafue.o(-R-4Zorducts enclosed entirely wifhfn conditioned space. - - - 2 Exhaustfartsysterns.ftiave aftorau6on>aticdampers 3. Gravity vendtadng s?stema'semringcondtUcrted space have either automatic or readily accessible, manuallyapatated dafap s §114: Pod 1. no ele~ DESIGNER I ENFORCEMENT Vr3 8 12-21 M v 2 Sys�n t�.l�redE��,�� .�..�....w a At13Cr pip�tiii�iNn•fantthoaaer"farft�huesdarheatirtg: tr CoiWlli cF;oubdaar«apa:�;; 3. Pod sys> direc6orr Pillets arttta dna�tion �tmp ffine swig t. §115: Gas-faedreestfiaFCimacry,.poaitreater spattieater or houSletIM'cookii appliance have no continuously b94.0ht6gfii .(Erooepbon; Non.t kftal 000kieg appliance wM pilot < 150 etu/hr.) Ughting Mamrss §150(k): 40 itunerahrraG°ar geaDer for general lightlrtg In kitchens and rooms with water closets; and recessed ceilfngftxtures IC (insulation cove`) approved: Revised January 1992 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors October 24, 1995 Scott Gailey 686 Rio Lindo Avenue Chico, CA 95926 Re: AP#011-350-038 Dear Mr. Gailey: Per your request, I have investigated the flooding potential at your property located above the Centerville powerhouse on Butte Creek, AP #011-350-038. The flood insurance rate map indicates that a flood hazard zone exists along Butte Creek through your property. However, your building site obviously lies well away from and above the flood zone, easily more than 50 feet vertically. The building site, if properly plotted on the FEMA map, actually lies within a Zone X that has been "determined to be outside 500 - year flood plain". As such, it is not required to have a flood elevation established and should not be required to- have flood insurance. I trust this provides the information necessary for the County Building Department as well.as for your lender. Please feel free to give me a call should you have any questions or require any. additional information. Sincerely, NORTHSTAR ENGINEERING /0:;i�� Mark Adams, PE RCE 34257 Exp. 9-30-99 WP12:GAILEY 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 =. 95-038077 95-038077 95-038077 .. 95-0380771 Rec Fee 12:00 - 1' Check 12-00 Recorded v Official Records I - '-� _ County of 1 ::- Butte 1 •. Candace J. Grubbs I - - - - Recorder I -+ 12:34pm 30 -Oct -95 I PUBL XX 3 And when recorded mail to: Building Division #7 County_ Center Drive Oroville, Ca. 95965 OCT 3 " 1995 On400T CCWAM 1ATH DORIC AGRICULTURAL -STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural. purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: SEE THE ATTACHED (APS o I I EXHIBIT "A" FOR LEGAL DESCRIPTION -350- 0,?) Date: PROPERTY OWNERS: S'C. o '17— IN, V' C., (4e 1 V Yyo/wv-p- State of Califorpia ) County of 43Ev4L`� ) On S before me, personally appeared G' U/'JsZ a c personally known to me (or proved to me on the basis of satisfactory evidence) to a the person(s) whose name(s)' is/arc subscribed to the within instrument and acknowledged to me that he/she/they execut the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Luane Ballard Signature Seal: (� Comm #1073978 //11 C d' NOTARYpUBLIC CALIFORNIAW L BUTTE COUNTY 0 • onM Comm Exp Oct 1 1999 .%.P.# NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - j PW Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive. Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday = Thursday). OVER uy-r; 5360 'J EXHIBIT "A" Being a portion of the East half of Section 5, Township 22 North, Range 3 East, M.D.B.&M. and being more particularly described as follows: BEGINNING at the Northwest corner of Lot 9 of Section 4, Township 22 NorthRange 3 East, M.D.B.&M., being also the East one-quarter corner of said Section 5,' and being as shown and described on that certain Record of Survey Map, recorded July 6, 1979 in Book 69 of Maps at pagge 841 thence following along the Easterly boundary line of said Section 5, South 0° 09' 49" East for 665.53 feet to the Southeast corner of the Northeast quarter of the Northeast quarter of the Southeast quarter of said Section 5; thence following along the Sou.therly boundary, line of said Northeast quarter of the Northeast quarter of the Southeast. quarter, South 890 19' 56" West for 677.18 feet; thence North 0 33' 34" West for 663.14 feet to a point that bears South 89° 08' 00" West for 681.79 feet from said point of beginning; thence North 890 08' 0(1" East for 681.79 -feet to said point of beginning. TOGETHER WITH a non-exclusive easement for road and public itility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described centerline: Being located within a portion of Lot 5, Lot 9 and Lot 37 of Section 4 and the East half of Section 5, Township 22 North, Range 3 East, M.D.M., more particularly described as follows: BEGINNING at the Northwest corner of Lot 37, said point being shown and described on that certain Record of Survey Map, filed on July 6, 1979 in Book 69 of Maps at page 84; thence following along the Westerly boundary line of said Lot 37, South 0° 10' 11" East for 334.27 feet to the Southwest corner of that certain parcel of land described in Deed to Charles R. Kitchen, et al, recorded April 14, 1966 in Book 1422 of the Official Records of Butte County, California at page 637; thence following§ along the Southerly boundary line of said Kitchen parcel, North 89 37' 41" East for 582.06 feet to the Southeast corner of said Kitchen parcel, being a point located on the Easterly boundary line of that certain parcel of land described in Deed to Charles Colman, etc., recorded April 29, 1929 in Book 25 of the Official Records of Butte County, California at page 393; thence South 10° 47' 49" East along the Easterly boundary line of said Colman parcel for 137.83 feet to the true point of beginning for the centerline herein described; thence from said true point of beginning, North 83° 04' 15" West for 120.18 feet; thence South 52° 34' 45" West for 507.49 feet to the beginning of a tangent_ 200.00 foot radius curve to the right; thence following along the arc of said curve, through a central angle of 23° 10' 00" for an arc distance of 80.87 feet to the end of said curve; thence South 75° 44' 45" West for 266.16 feet to the beginning of a tangent 100.00 foot radius curve to the right; thence following along the arc of said curve through a central angle of 71° 52' 54" for an arc distance of 125.46 feet to the end of said curve; thence North 32° 22' 22" West for 230.74 feet to a point located on the section line common to said Sections 4 and 5,. hereinafter called Point "A"; thence South 32° 22' 22" East for 40.00 feet; thence South 57° 37' 38" West for 30.00 feet to the beginning of a tangent 100.00 foot radius curve to the left; thence following along the arc of said curve chruugh a central angle of 34° 55' 19" for an arc distance of 60.95 feet -to the end of said curve; thence South 22° 42' 19" West for 109.03 feet 'to the be inning of a tangent 100.00 foot radius curve to the right; thence following along the arc of said curve through a central angle of 66° 25' 41" for an arc distance of 115.94 feet to a point on a line that bears South 89° 08' 00" West from the one-quarter corner common to said Sections 4 and 5; thence South 89° 08' 00" West for 62.53 feet to the end of said described line. The sidelines of the above described easement are to be lenggthened or shortened to intersect said section line common to Sections 4 and 5 at the hereinabove described Point "A". Continued......... by lIS��U '�-'-_egal description cdn1-. nued........ �,1Y.',.h „A.�� / L�.;i 1%rje -st) TOGETHER WITH a non-exclusive easement for road and public utility pur- poses over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described centerline located within Lot 9 of Section 4, Township 22 North, Range 3 East, M.D.B. & M. and being more particularly described as follows: BEGINNING at the Northwest corner of said Lot 9; thence follo;ling along the Westerly boundary of said Lot 9, South 0° 09' 49 East for 703.46 feet to the Northwest corner of that certain parcel of land described in Deed to American Trust Company, et al, recorded May.18, 1928, in Book 6 of the Official Records of Butte County, California at page 267; thence following along the Northerly boundary line of said parcel, South 76° 55' 49" East for 193.90 feet; thence South 40° 37'.49" East for 13.01 feet to the true point of beginning for the centerline herein described; thence from said true point of beginning, leaving said Northerly boundary line: Northeasterly along the are of a non -tangent `00.00 foot radius curve, concave to the west, through a central angle of 62° 43' 20" for an arc distance of 109.47 feet to the end of said curve, the chord of which bears North 5° 05' 01" East for 104.09 feet; thence North 26° 16' 39" West for 115.66 feet; thence South 77° West for 160 feet, more or less, to a point located on said Westerly boundary lime of Lot'9 and the end of said described centerline. The sidelines of the above described easement are to be lergthe'ned or shortened to intersect property lines. USEIIS RESTRICTED TO PASSENGER CARS AND 1� TON PICK-UPS. TOGETHER WITH an easement for public utility purposes over a strip of land 20.00 feet in width, lying Northerly of and coincident to the fol- lowing described line: Being a portion of Lot 5 of Section 4, and the East half of Section 5, Township 22 North, Range 3 East, M.D.M., being more particularly described as follows: BEGINNING at the one-quarter corner common to said Sections 4 and 5, said point being as shown on that certain Record of Survey map, filed on July 6, 1979, in Book 69 of Maps at pa�e 84, Official Records of Butte County, California; thence North 89° 37 40" East for 325.00 feet to the true point of beginning for the line herein described; thence from said true point of beginning, South 89° 37' 40" West for 325.00 feet to said one-quarter corner; the North 89° 08' 00" West for 241.00 feet to the end of said described line. FPIn or f)nf;I IMFNT i 'RE I TIAL.'' X11-35-38 1902-91B GAILEY, Scott 5259 Nimshew Stg Rd, CHico cont: Klarenbach Const ` (detached garage) 4, 1 A 1. :JOB FINALE Signature J=OK O=Not OK = Not Readyable MOBILE HOMES'' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning"Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) ' 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line i 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to' Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS G AG (Plans)OK except #'s . Zoning Requirements -Setbacks -Easements 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 I tric Zq!msils-Anchors-Studs ianrusses Siding; Nailing -Veneer -Stucco -Mesh of; Shthg-Roofing (PjExt.; Steps -Doors -Landings Date 6-ao -q Card B-1 � - Date I _8A Cat rd B-1 Date -7-3 JZJ Card B-1 ref r�s Date 1 Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability . 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDERFLOOR (Plans) OK except 4's , 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth D. arernwans, iwain; 01ee1-01QUKQU15-vvrappe0 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test ._ 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except 4's 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 ` Card B-1--- Date - Card B-1 ---------------------------- ----------------- Date Card B-1 Date Card B-1 Date' ELECTRICAL (Permit) OK except 4's 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/Mech. 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 AI 29. Range Circ. / I ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------------------------------------- 30. ----------- ----------- - - --- -- - 30. Service -Riser Conductors & Ground -Main Disconnect ---------------------- ---------------------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ---------------------------------------------------------------------------------- - -- 33. Smoke Detector ----------------------------------------------- ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ------------------------------------------------- 7----------------------------------- 35. Vent Fan: Exhaust above insulation ----------------------------------------------------------- 36. Condensate Drain & Overflow; Size & Grade ------------- - - -- - -- -- -- - . -- - - ----- 37. ---- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet -------- --------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic --------------------------------------------------------------------------------- ------------------------------------ -------------------------------------------- Date Card B-1 Date Card B-1 - ------------------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 4'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 FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 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-Underflr. Access ---------------------- --- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: -Nailing -Bolts 59., Insulation -Walls -Ceilings ------------ 60. Infiltration -Walls -Windows --------------------------- Date Card B-1 --- ------------ ---- ------- Date Card _B- 1 Date _ Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector -------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. 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. ---------------74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------- ----------- -------------------------- 7;. -Insulation -Foam -Looked in Attic ❑ Yes - - - 78. Guard Rails & Deck 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: Plb9 APP fiance-Firep lace. -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 ------ -------------------------------- Date -----------------------------Date Card B-1 Date Card B-1 ----------------------------------- Date ------------------------------Date Card B-1 Date Card B-1 -------------------------------------------- -- - Date Card B-1 Date Card B-1 Comments at Final: •� • r l "¢ COUNTY OF BUTTE +�It DEPARTMENT OF PUBLIC WORKS => 196 Memorial Way, Chico — Phone: 85,1-2751 • .. 7 County Center Drive, Orovi I le — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE "` 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. N &0- '� \%5 a V;.n 4' o- e. CIGrar 6v1ilgr !2 014 f/1F'iL� tilh�l t,�� aF 51b11,14, 6" 't- I L �2aV-drGf' )z0M9ii'y M Ax'. S r gif &A,41149 A T t JA t k cw/2 T Gr GI .C2vrr�r Date - 1- 01 Inspector /!� "�� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phon;: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 - 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTIC-E----, Ow ER -'' PERMIT N7�. �r 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 rP matter, or need additional explanation, please contact this office immediately. C / ,S L) a d o nD LAO -of r la KS 1-0,(' ct- I w rte► �ci a K s Date 6 —1? -521 Inspector z7/—c- `'� COUNTY OF BUTTE - DEPARTMENT—OF PUBLIC WORKS PERMIT NO. ; 7 Caunfy Center Drive - Oroville, California -9596 Telephone: 916/538-7541 1902-91 APPLICATIOWAND PERMIT ,-) / ASSESSOR PARCEL NUMBER 11 ZONING FR40 BUILDING PERMIT OWNER qroOWNER'S TELEPHONE SO. FT. OCC. BUILDING VALUATION 24 1232 , M AILING A.DD ESS T.n, Chi co P�A'S AMY_qnrh CONT vin TELEPHONE 92 4-47 2 CONT O I G DDRESS d, Corning 96091 Fireplace CONSTR Uc ON ENDER UNKNOWN Total Valuation $ Filing Fee - $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 92.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 46.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5259 Nimshew St Rd, Chico Permit fee $ 148.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 1 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 " Mobile Home I S I G I W 10.00ea TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Detached garage Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 'CONTRACTORS LICENSE LAW I decla under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions odd and license is in full force and effect. License No. g' Classification. ] F-1 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) ❑ 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 OCCUP.e OR ADDNS. ACC. SLOGS. , h2sgft NEW CONSTR MULTI -OUTLET NON.RESID BRANCH CIRC ITS .2.50 ea, POWER APPARATUS (SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES eLO 30 2AL@30 Ex. OCCup. OUTLETS PR (RESID IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Ivirin 9 15.00 Permit Fee $ Contractor 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 dof Consent to Self -Insure. I 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way a rue agains id County in nseque a of the granting of this perm/. X� fl TtDate Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL F E $ 4 .7 . PARX scHL FL PA JJl P I H E; This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By.Date PE Ro EXPIRES DateZ- Receipt No Vo /D g i` 3(p 0 /J -P • 7'r WHITE-O.P.W., YELLOW-ASeESOOR. PINK -INSPECTOR, GOLDENROD -APPLICANT 6 COUNTY OF BUTTE - DEPARTMENT OF4kB 1C WORKS - BUILDING DIVISION M 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET ` •r Permit No 141 OWNER_ SGo� G/9 L r✓ I A P Proposed Building Use_�[�� Z.! Building Inspector Date�� d At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... �- Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ........................... 10. Fees of $ f. .. . 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. 14. Sanitation approval from Gly ICC Health Department 15. 'City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... �^ 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 2. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ............................... 26. 27. When you issue the permit, process as follows: Majl.�t�w e . Mail to contractor. _(Telephone 1�"7 e2Qand hold for pickup at Mice. Deliver w/inspector. Other A p p I i c a n t .Gly 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 permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone—mall c nter by date Plans checked by Da/ Plans approved by Date, 'Sets of plans on hold in ile_ cabiy ;z)— AP folder Copy—DPW TJ Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance 64.,& ®!d ,1! //-fir -.3.- O er Location AP# Plan Approved for: Sewaqe Disposal Water Supply Fold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other NOTE * * * l Sanitarian Date COUNTY OF BUTTE - DEPARTMENT—QF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cali-fornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSO PARC E5U�9E ZO M S BUILDING PERMIT TELEPHONE SOFT. OCC. BUILDING VALUATION wNER'S MAILING A HONE C�T�3AC OR'S MAILING �� :, S [/�(T� �0��/� Fireplace CONSTRUCTION LENDER 7 UNKNOWN Total Filing Valuation Fee LENDER'S MAILING AOORESS Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING AODRESS Penalty BUILDC AOORESS � S - �� STA Permit tee - PLUMBING PERMIT Each Trap Solar or heat pump water heater LOT NO.SUBDI VISION NAME Y PARCEL MAP Water piping Each qas water heater or vent USE OF. STRUCTU ' !fes SF ❑ Duplex❑ Mobilehome❑ Other��"�vy SPECIFY Gas piping system 1 - 5 outlets Building sewer Mobile Home S G W TYPE OF WORK NewI�J Addition El Remod—ell—❑ Ut/ill I;jesC�❑ W�rDesscribe work: / v/ I /C I�nstallation❑, Other ❑ — Permit Fee Contractor ELECTRICAL PERMIT CONTRACTORS LICENSE LAW 1 declare under penalty of perjury- (check one):"_ - ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code -and my license is in full force. and effect. License No. Classification ❑ 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 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one):_. ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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. ❑ 1 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. 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, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5`0" deep and demolition or construct- ion of structures over 3/stories in height. Receipt No. Main service 6R LESs 1000000' AMoP OR LESS Main service EA. ADO'L 100 -AMP. NEW CONST. / OWELLING-OCCUP.611 OR AODNS. l ACC. BLOCS. / (POWER APPARATUS e (POWER OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES FIXED APPLNS. OR EX. OCCUp. OUTLETS 1RESID.I EA.) Temporary service Mobile Home Facilities Misc. Wirinq S Filing Fee 10.00 10.00 .2.50 .. '/zQsq ft 2.50 ea zoe6,oe e AL030e 10.00 15.00 15.00 Permit Fee S Contractor- MECHANICAL ontractorMECHANICAL PERMIT Filing Fee 10.00 Heatinq Cool ing Hood 3.00 Ventilation Permit Fee S Mobile Home Installation Fee $ Energy Inspection Fee 5 OCC I CONST TYPE TOTAL FEE S / Po 11 Ho . This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPUCATION AND PERMIT PE RMI NO. ASSESSOR PARCEL NUMBER 11-35-38 ZONING 1 BUILDING PERMIT OWNER SCOTT GAILEY TELEPHONE 894-3236 S0. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5259 OLD NIMSHEW STAGE RD MAGALIA 95928 CONTRACTOR'S NAME KLARENBACH CONST. TELEPHONE 824-4729 CONTRACTOR'S MAILING ADDRESS 24580 DALE ROAD CORNING 96201 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5259OLD NIMSHEW STAGE ROAD MAGALIA 95928 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other DET GARAGE SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New El Addition❑ Remodel❑ Utilitiesfi Installation[] Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200ATO1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification r_1 1, as the owner, or my employees with wages as their sole compen- work,and sation, will do the workand the structure is not intended or offered sale. (Sec. 7044) M1, 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 OCCUP.&) OR AODNS. l ACC. BLDGS. // 3.64 sq.ft. NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED Ex. Occup. OUTLETS P(RESID )REAJ 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 Consent to Self -Insure. �J ' 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 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 t enter upon the above-mentioned property for inspection purposes. I also ree to ve, indemnify and keep harmless the County of Butte against all Iia lilies, dgm ts, costs, and expenses which may in any way accrue agains said Co ty i consequence of the granting of this permit. X c Date $i n tore of A an — Owner 9 P ❑ Contractor ❑ Agent ❑ An OSHA permit is req red for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P OCC CONST TYPE TOTAL FEE $ 36.80 HAz DFEES IMP FLOOD CDF PARCEL PD HD Issu This permit is hereby issued under the sions of a Butte County Code and/ wor n atv or whic a DI OF PU C BY PE E PI • It S Date applicable prove - r resolutions to do have been paid. ORKS I at Receipt No. 1012 8 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICAT1 N AND PERMIT ASSESSOR PARCEL NUM RZONING If- 3 BUILDING PERMIT OWNER �I T&IrERHONE SO. FT. OCC. BUILDING VALUATION OWN MAI LIN ADDRESS C Q P I AtGf (;-Me CON TO �'S f,1ME/ TELEPHONE CONTRACTOR'S LING AgDRESSn �1^X vw�aJ5 0�d Fireplace CONSTRUCTION LENDER I UNKNOWNv� Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 17 IR 5d L S S*G e Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00j Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTUREGas � SF❑ Duplex❑ Mobilehome❑ Other F_)G�t C04 -R, SPECIFY piping system 1 - 5 outlets 5.00 Building sewer 1 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK Newr Addition;_ Remodel❑ Utilities Installation❑ Other ❑ Describe work: — G162 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): —1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License .Jo. Classification LJ 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST•/ DWELLING OCCUP.tf\ OR ADDNS, l ACC. BLDGS. I 3.6Q sq.ft. 2 NEW CONSTR ULTI.OUTLET NON -R ESI D• BRANCH CIRCUITS) @ 5.00 (POWER APPARATUS e) OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES 20 76d AL_ FIXED Ex. Occup. OUTLETS. P(RESIO )REA.) I 3.00 Temporary service Mobile Home Facilities LE15.00 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (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. f❑ 1 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 Filing Fee 15.00 Heating Cooling 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 the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor Agent ❑ ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE I TOTAL FEE $ (o HAz 1 0FEES I IMP I FLOOD I COF PARCEL PO HO ISSUE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD•APPLI CANT E I® NTIPLL-- 11 35-38 4256 -90P -E.• GAILEY, Scott & Yvonne Coleman Ranch Rd, Chico ! -(utilities/MH) C , - - - ----�0 o Ct? vti+efv; lle ovt° ++I e- (ef - 9.13o C -le C4 �! / 0 C) Q � �% UAl • P %oWrj To F OFFICE COPY _ r Address i GAS Meter By Date ELECTRICF-n%----_-� Meter By Date `� JOB FINALED (Date) Signature /� v=OK O=Not OK = Not Applicable Not Ready MOBILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s kp!S ' ; Special MH Support Sketch jjrSe) a ; Location -Test -Fall C/O oncrete ater; Location asement Needed (Sketch) 3/Electricity; Location-Clearences-G&M-/ /Amp -Concrete e0o Gas; Location -Test -Wrap: / /" L" ft. r/ P 100 TO / /"Nat. or/ /"L"ft./ /"LPG � 3�q �2 CMeA , . Utility Clearance Date Card B-1 G(y Date Card B-1 Date Card B-1 6 Date Card B-1 Date MOSUE HOME INSTALLATION (Plansi OK except #'s. . Zo ing Requirements -Setbacks Easements F ings; Size -Spacing -Marriage Line Gas; MH Test-Demand-Valve—Connector lectricity; MH Test -Crossovers -Breakers -Clearances Drain; MH Test -Fall -Flex Connector ` ater; MH Test -Regulator -Connector aW and Sewer Connected -C/O to Grade -HD Approval s and Electricity Tagged s; Insp.-Sketch T . Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s, 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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. Date ��1 Card B-1 &=S2 Date Card B-1 Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card'B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t 1 . i l i 'J OK O=Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) y 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & P.omex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door &Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 0 Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card. B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTE-,R-DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 1�3 41-7541 PERMIT NO. -7 -20 Address or location of mobilehome Owner's name 5roTT Owner's address 5,2 S 17 OL wm5P(it-i -5rAGC q4 Insignia or hud number Manufacturer's name S AIC - Serial number of V.I.N. S- -3,9a—U S131712 -Y Year of manufacture (Official Approving Installation) (Date) IF THE MOE�ILEHOME *IS MOVED OR RELOCATED, THE MOBILEHOME INSTAILL&TION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. W 513B White - Owner, Yellow - Installer, Pink - D.P.W. 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 GA It zs6-! td 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 maiper, or need additional explanation, please contact this office immediately. M/+X- l 3 s o S cv4c2 C,% r o 9(ZA be- - mtnt, SO oic r,)12 / S M cN r„ res . Date_ (0"-5-91 Inspector_ °Y Date_ (0"-5-91 Inspector_ A(:c' n COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 J:. 7 County Center Drive, Orovi Ile — Phone: 538-7.541 747 Elliott Road, Parad'se — Phpne: 872-6307 F'. CORRECTION NOTICE t- - rAkLC,- 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. �<LaJ %bQ- APi\A,1n, ?cApls + lZrr -r . Date C I Inspector /--► UA COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �. County Center Drive - Oroville, ralifornia 9565 = Tilephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 'y 11-35-38 ZOtWG FU3 BUILDING PERMIT OWNER Scott & Yvonne Gaile TELEPHONE 894-3236 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 13362 Oak Ranch Lane Chico 95926 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $25.00 PLUMBING PERMIT Filing Fee 10.00 nc o Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities /❑ Installation® Other ❑ Describe work: MHI (O —�Vl _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON-RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 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 �-, f r sale. (Sec. 7044) (, 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 OCCUP.& , OR ACDNS. (ACC. BLDGS. 2/zQsgft NEW CONSTRESIC. RANCH TLET BRANCH CIRC ITS 2,50 ea CIRCUITS) POWER APPARATUS &) (SINGLEOUTLETCIR. Ex. Occup(OUTLETS OR FIXTURES 20050Q 9AL®3o FIXED APLNS. \ Ex. Occup. OUTLETS P(RESID,)REA.) 2.00 Temporary service 10.00 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 of,Consent to Self -Insure. Cg---Tshall 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 FiIingFee 10.00 Heating Cooling 9 Hood 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgments, costs, and expenses which may in any way accrue against id Count in consequence of the granting of this permit. %� G Date %Z ll �a �� Signa re of Applicant — caner 11� contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- n of structures over 3 stories in height. Mobile Home Installation Fee $45.00 Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 70.0 A HAz CUA PARK FL PA ] P1 Ho `7all This permit is nereby issued under _ions of the Butte C unty Code and/or work indicated atbfor which D OR -OF PUBLIC 0 B fG P RMIT EXPIRE Date the applicable provi- resolutions to do fees have been paid. WORKS 1,,!�% 84354 LReceiptNo. NIT!-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ,�'+°"�`�F�~`"-"'•M'-+.., _...,e;•='tr+�,,-�q��rw.-ref}Zb*.yr�,.!'.�.i;..['X47::.+h....�.Arv,..-,�n�7'=-s"ti^'r^�k^ � -� a, F, J COUNTY OF BUTTE - DEPARTMENT OF PUB.IJCf4'ORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE -, A&ILLE CALIFORNIA 95965- TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET •' 1 /' / �/ Permit No. OWNER 7 LLr� �/i �1�I A. P. Noll —/ Proposed Building Use /%- Building Inspector Date 21 1. At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .............:..: ....................... . 6. Energy Design Compliance and supporting °documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ................ 9. Engineered truss details and layout in duplicate (required prior to plan check) _ Mobilehome installation data including manufacturer's installatioril_._ /— -Z- / instructions....................................................... 10. Fees of $ "tea 11. L • _. Chico Urban Area fees paid ....................................... -A 3. � Park fees aid e.s.....paid............... ool ........District........fe, � (�� Sch 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) - 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... ' 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ...'. . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 6. Letter of signature authorization............................ _ -Aqui) � �;4c Y When you issue the permit, process s follows: Mai own r. Mail to contractor. Telephone nd hold for pickup at64 office. Deliver w/inspector. Other /2z Z Applicant Dateell I Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit is u cle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ' Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date .ate= Contractor, designer, owner, was advised of above required data by_phone_mall_c nter by date 4i Plans checked by Date 19 Plans approved by Date , Sets of plans on hold in File cabinet /AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIIe, California 9599,85 - •Teibphone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER -,35'-3 ZONING BUILDING PERMIT OWNER Scoff > Yvonne- Gal'AO-V 101t,OLI-3236 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 96 OWNER'S MAILING ADDRESS I�a /336,-1 nok"Ra�ptcka CONT A T NA' TELEPHONE CO TRACTOR'S MA LING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee E$. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS �OLGl L /j Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New F-1 Addition [I emodeilitf Installation(�S(Other ❑ Describe work: ��/// \\\\` Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service ;0001 OR 0 AMP ORLESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNON.RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification ❑ 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 OCCUP.If OR ADDNS. ACC. BLDGS. 21 hcsgft NEW CONSTR ULTI.OUTLET BRANCH CIRC ITS 2,50 ea POWER APPARATUS e OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES 208700 BALP30 FIXED APPLNS. Ex. Occup. OUTLETS IIRESID )REA.1 2.00 Temporary service. 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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 of Consent to Self -Insure. ❑ 1 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 FiIirig Fee 10.00 Heating Cooling g Hood 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL $ (/ r �� FEE AL E NA2 CUA PARK PAR PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. R WHITE-D.P.W.. YELLOW -ASSESSOR, PINK-INSPEC OR. GOLDENROD -APPLICANT BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 0 1. Owner's Name: c - u 2. Installer's Name: 3. Is the site currently under permit? Yes NoI,H (If yes, furnish permit number Z 5 ) OR Is the site an existing site? Yes No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft, away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ------------- Z 0 © . Amps 7. What is the mobilehome site circuit breaker rating? ----- ( Amps 8. Is there any other electric load to be served by the n mobilehome site service? -------------------------------- Yes IF - No I� (If yes, identify the load and size: (Load)"' Q (Amps) ff N 9. What is the mobilehome site gas pipe size? -------------- (in.) 10. What is the type of gas service? ------------------- Natural LPG iI 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- (ft.) %r 12. What° .s;;'the mobilehome gas demand? ---------------------- (BTU) ; (,Thisinformaftion not required if pipe length less than 6 ft. on natural-gas'jor);less than 50 ft. on LPG.) 67 MOBILE -HOME SUPPORT DATA n` If other than single wide,- n 'Mobilehome Mfr. ," furnish Setup Model No. Year g 7 Width (ft.) Box Length (ft.) Tagalong or Expando Size . __ ft—. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) 1. Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one) VU1. Concrete block[n�� Other (specify) �--� Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Line 1 _ Line 1 Lfne 2 Main Beams -� Line 2 . _ _ _ , � _ _ _ _ Main Beams Tag or Triple Line 1 Piers: Size-Min.------------ Spacing-Max - ----------- Spacing-Max. --------- From Ends -Max .------- ' Line 2 Piers: Size-Min.------------ Spacing-Max - ----------- Spacing-Max.--------- From Ends -Max .------- " Line 3 Roof Loads: 11 �. Line 4 Line 1 Line 1 Openings: Size -Min. ------------------� "x Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min ------------------- Spacing-Max - ------------------ Spacing-Max---------------- From Ends -Max .------------- Size-Min.-k,� --------fl "x "x �"x "x "x "x Location (From Front) Line 4 Piers: Line 5 Piers: (Under Bearing Walls Only Size -Min.------------ k „ Size -Min ------------------- Spacing-Max ---------- ------------------Spacing-Max.--------- , ., Spacing -Max .--------------- „ From Ends -Max.------- „ From Ends -Max .------------- Line 5 Roof mads: , ov Size -Min.--------- a 1J 1� "x "x "x " "x "x V ' "x Location (From Front) - „I d d_ e 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS. 7 County Center Drive - Oroville, ;California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSES-SOR PARCEL NUMBER 11-35— ZO tv O BUILDING PERMIT OWNER Scott TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 13362 Oak Ranch Lane, Chico 95926 CONTRACTOR'S NAME Unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ •4 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 15.00 PLUMBING PERMIT Filing Fee 10.00 .5z. -5 D Iw w-5 64P Each Trap1 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP o -S �Z — Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome X❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ® Installation ❑ Other ❑ Describe work: _ ( 2 Bedroom ) MHU _ Permit Fee x+0.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SS 100 AMP OV OR R LESS 10.00 10. 00 Main service EA, ADD'L 100 AMP j 2.50 2,90 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 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) Y -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 OCCUP.B OR ADDNS. (ACC. BLDGS. 2/2¢sgft TLET NEW CONSTRESID, RANCH CIRCUITS) NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex.Occup(OUTLETSOR FIXTURES eAL@3C AL®o FIXED APLNS Ex. DCCUp. OUTLETS P(RESID,IREA.� 2.00 Temporary service 10.00 Mobile Home Facilities 1 15.00 Misc. �yirin 9 15.00 Permit Fee $ 37.50 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. E5'I 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 Filing Fee 10.00 Heating Cooling g Hood 3.00 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 Countyof Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again aid County in consequence of the granting of this permit. X Date �� Sign ure of Applicant - caner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL TOTAL FEE $,W2. 50 HAZ cuA PARK PAR o o Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated ab o for which fees DI E ,TOROFPUBLIC By v la" PERMIT EXPIRES;,' Date./?A the applicable provi- resolutions to do have been paid. WORKS Date10,24b Receipt No. 84354 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT � s ♦:.clrrwsvrgj ,� . "-"K'�°��r`itr�'+...r�►v��Jt..y.,}..{��r.-rfw+n? rw, +Kpa+ •COUNTY OF BUTTE - DEPARTMENT"OF P,UBL'4C_W..ORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,ICALIFORNIA 95965 - TELEPHONE: 916/538-7541 l ' PERMIT APPLICATION DATA SHEET Permit No. OWNER V L/N N A. P.. o. r 3 Proposed Building Use—,QBuilding 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 APPROVED 1 All items have been submitted . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ...........:.............................. 6. Energy Design Compliance and supporting documentation ......... 7. Statement ofIIntent �for on-Heat�e a P#&,-BuiIdings .............. glfi 8,5EffeeiQeAru6shdetaifs and faay tin duplicate (required prior to plan check) �Motiilehome installation data including manufacturer's installation instructions....................................................... V.410. Fees of $ .................. :..... 11. Chico Urban Area fees paid ....................................... e 7 12. Park fees paid .................................................... 13. School District fees paid ............. . Sanitation approval from 55 -*1C Z2 Health Department T Z43=tt �- 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18 Improvements may be required. Contact Land Development Section DPW :�R;i6riveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23�er Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ... orded copy of Agricultural Acknowledgment Statement ......... �1- 11 -� — - of signature authorization ................................... 26. 27. r, When y u issue the permit, proces as follows: Mail t o ner. Mail to contractor. Telephone Z and hold for pickup at office. Deliver w/inspector. Copy of plans sent Health Dept., Fire'I'Dept., Other Date N The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--jnail Contractor, designer, owner, .was advised of above required data by—phone—mall Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in . File cabinet AP folder by date by 1 date TTI Date I TO: Building Department FROW: En&roachment Permit Sectio -n RE: Driveway Clearance owner location AP # Driveway permit nowe- neee(ej has been issued for the'above property. V 7Le- si/atur e date � t TO b"uildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan -Approved for: Sewage'Disposal �_. Water' Supply L� Hold final for: Water Supply Final clearance O.R. for: ` Water Supply Clearance for bedroom mobile home. Other -- Sanitarian Date M COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Pian Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent - 5.00 USESTRUCTURE SF ❑ Duplex❑ Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 1 5.00 Mobile Home 1W 10.006 40, TYPE OF WORK New ❑ Addition ❑ Remodel Uti lit'es InstallatiAl Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 167,00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): - ❑ I am licensed under provisions Of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 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) ❑ 1, 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 OCCUP.&\ OR ADDNS. ACC. BLDGS. I q it �Z�Sea NEW CONSTR. UL CH TL CI_RET NON•R ESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS e1 SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES e20050e AL@30 FIXED APPL NS Ex. Occup. OUTLETS IRESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (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. ❑ I 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 Filing Fee 10.00 Heating Cooling g Hood 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ ' HAz I CUA I PARK SCHL FLD I PA PD ,�io IssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT .BUTTE COUNTY SCHOOLS. DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number -2,9' Building Department No. School District CLktp u City n County Jurisdiction Property Owner Project Location/Address (Inl& Man 1�a),0-k P�c1 Subdivision Lot Number Residential Development: � a Sq. Footage% # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas). Building Department Representative. Date (Floor Plans reviewed by School District Personnel) District Id No. School District certifies that (Applic nt Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements.of Resolution No. 4A'9 " /g 0 .by the pa ment•of $ M( representing.* la square feet. School District epresentative ate PAID BY CHECK NO. jj jq- REMARKS: M BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) e. 100. 00 ION •Zo' �BL � u riu ry \ p.� pct- 9 ;•v&: , S •,�o r- 2= i Oo. oo BE n/c �• i t 5.94 ti h 9G '- cc s L I 79 _ [ _ - - - --- -�---- (� /4 101 538 7Z GZ 43 - 4Ce¢`/ Fouio Z'reod Z a:ui as P, PE Ls z7s o =` Q �� (t N a As Pk¢ 69.245$¢ �- a m Ar OA,- Opp OPV : n ® , . rn v q \pWCL ou .s �, Z o X" u � c m CIS u m COL. Mu ® ` IUD V vJ V— L cov i VI _ 0 d on ITyo• ��a�N� �? u.OZ N o c o�-- { L ZQ o� Q nLo.v �v O _o c m .� '� r eq t p` a N d 0 Co � v � C ' - C l eo — p O Q � .. i +- •° s may . 3 Ri rt .+ 1 Co _oil,oq 'c °5 89/9'SG1177. / B "``�"."+� ,.i• �'• 3r �,� ` 1 - &44,'77 544 Co rwc¢ � E� OVAE 5E Cet or NE /4 of o -. o �/ � � r• � � � � N -S IVA• of 3c y+ •. ' - .; . .. . N F E/4 er SE /.f• � .. .•. i .. /� GSR. a As R&W 74- A& -g �av+vr �Aus i.✓ app . 3!>:EP HJAs ✓ A�iO � K v . 5r b All that r.eaa. property situate in the County of Butte, State of California, dc!: cri-bed as fol -lows: Date: 12/05/90 State of (�c� SS. County of PROPERTY OWN' S: On this the 05th day of December , 19-9.0 , I>cI.fore me, the undersigned Notary Public, personally appeared Scott Gailey Yvonne M. Gai Personally known to me. ® Proved to me on the hnsis of satisfactory ev'.ideii(:e. Lo be the person(s) whose name(s) _ subscribed to the within instrument and acknowledged that they T executed the same for the purposes therein contained. TN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 11'35'3Y OFFICIAL SEAL JOSEPH D. POI -K /f Notary Public-Califomia �(yL LOS ANGELES COU of ry Pub.l.-ic My Comm. Exp. Mar, 27, 1992 9.0-53077 IZeLr'n,it_o DPWI AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior. to issuance of a building permit. The property described herein is adjacent 90-05;5077' R e c Fee. 11.00 to land or included within an area zoned Recorded ; ,Check , ; 11.00 for a gr.i.cult.ur.al. purposes, and residents i Official Records ; of this property may he suhject to incon- i County of ' ven.i_ences or di.scomfort arising from Lhc Butte ; use of ngr:i c:ult.uraa chemicals, -including, 3 Candace J. Grubbs'. 1 but not l.i.m:i.Led to herbicides, pesticides, Recorder_. and ferL:i l.irers; and from the pursuit i i : 48am 11. -Dec -90 ; CD 4_. of agr.i.c:u.l t.ural _opera Lions including, . , � but not. limited to cultivation, plowing, - - spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agri.c.u.l- Lural zones which have as a priority use for productive agricultural. purposes, and r.es.i.dents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary Farm operations. All that r.eaa. property situate in the County of Butte, State of California, dc!: cri-bed as fol -lows: Date: 12/05/90 State of (�c� SS. County of PROPERTY OWN' S: On this the 05th day of December , 19-9.0 , I>cI.fore me, the undersigned Notary Public, personally appeared Scott Gailey Yvonne M. Gai Personally known to me. ® Proved to me on the hnsis of satisfactory ev'.ideii(:e. Lo be the person(s) whose name(s) _ subscribed to the within instrument and acknowledged that they T executed the same for the purposes therein contained. TN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 11'35'3Y OFFICIAL SEAL JOSEPH D. POI -K /f Notary Public-Califomia �(yL LOS ANGELES COU of ry Pub.l.-ic My Comm. Exp. Mar, 27, 1992 SCHEDULE C Order No. 2-146394 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Being a portion of the East half of Section 5, Township 22 North, Range 3 East, M.D.B. & M. and being more particularly described as follows BEGINNING at the Northwest corner of Lot 9 of Section 4, Township 22 North, Range 3 East, M.D.B. & M., being also the East one-quarter corner of said Section 5, and being as shown and described on that certain Record of Survey Map, recorded July 6, 1979 in Book 69 of Maps at page 84; thence following along the Easterly boundary line of said Section 5, South 00 09' 49" East for 665.53 feet to the Southeast corner of the Northeast quarter of the Northeast quarter of the Southeast quarter of said Section 5; thence following along the Southerly boundary line of said Northeast quarter of the Northeast quarter of the Southeast quarter , South 890 19' 56" West for 677.18 feet; thence North 0 330 34" West for 663.14 feet to a point that bears South 89° 08' 00" West for 681.79 feet from said point of beginning; thence North 890 08' 00" East for 681.79 feet to said point of beginning. TOGETHER WITH a non-exclusive easement for road and public utility_ purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described centerline: Being located within a portion of Lot 5, Lot 9 and Lot 37 of Section 4 and the East half of Section 5, Township 22 North, Range 3 East, M.D.M., more partiuclarly described as follows: BEGINNING at the Northwest corner of Lot 37, said point being shown and described on that certain Record of Survey Map, filed on July 6, 1979 in Book 69 of Maps at page 84; thence following along the Westerly boundary line of said Lot 37, South 00 10' 11" East for 334.27 feet to the Southwest corner of that certain parcel of land described in Deed to Charles R. Kitchen, et al,.recorded April 14, 1966 in Book 1422 of the Official Records of Butte County, California at page 637; thence following along the Southerly boundary line of said Kitchen parcel, North 89° 37' 41" East for 582.06 feet to the Southeast corner of said Kitchen parcel, being a point located on the Easterly boundary line of that certain parcel of land described in Deed to Charles Colman, etc., recorded April 29, 1929 in Book 25 of the Official Records of Butte County, California at page 393; thence South 10° 47' 49" East along the Easterly boundary line of said Colman parcel for 137.83 feet to the true point of beginning for the centerline herein described; thence from said true point of beginning, North 830 04' 15" West for 120.18 feet; thence South 520 34' 45" West for 507.49 feet to the beginning of a tangent (Continued) 6 90-53077 Order No. 2-1463y4 --_-__ 200.00 foot radius curve to the right; thence following along the arc of said curve, through a central angle of 230 10' 00" for an arc distance of 80.87 feet to the end of said curve; thence South 750 44' 45" West for 266.16 feet to the beginning of a tangent 100.00 foot radius curve to the right; thence following along the arc of said curve through a central angle of 710 52' 54" for an arc distance of 125.46 feet to the end of said curve; thence North 320 22' 22" West for 40.00 feet; thence South 57° 37' 38" West for 30.00 feet to the beginning of a tangent 100.00 foot radius curve to the left; thence following along the arc of said curve through a central angle of 340 55' 19" for an arc distance of 60.95 feet to the end of said curve; thence South 22' 42' 19" West for 109.03 feet to the beginning of a tangent 100.00 foot radius curve to the right; thence following along the arc of said curve through a central angle of 66° 25' 41" for an arc distance of 115.94 feet to a point on a line that bears South 890 08' 00" West from the one-quarter corner common to said Sections 4 and 5; thence South 890 08' 00" West for 62.53 feet to the end of said described line. The sidelines of the above described easement are to be lengthened or shortened to intersect said section line common to Sections 4 and 5 at the hereinabove described Point "Alf. TOGETHER WITH a non-exclusive easement for road and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of the following described centerline located within Lot 9 of Section 4, Township 22 North, Range 3 East, M.D.B. & M. and being more particularly described as follows: BEGINNING at the Northwest corner of said Lot 9; thence following along the Westerly boundary of said Lot 9, South 00 09' 49" East for 703.46 feet to the Northwest corner of that certain parcel of land described in Deed to American Trust Company, et al, recorded May 18, 1928, in Book 6 of the Official Records of Butte County, California at page 267; thence following along the Northerly boundary line of said parcel, South 760 55' 49" East for 193.90 feet; thence South 40° 37' 49" East for 13.01 feet to the true point of beginning for the centerline herein described; thence from said true point of beginning, leaving said Northerly boundary line, Northeasterly along the arc of a non -tangent 100.00 foot radius curve, concave to the West, through a central angle of 620 43' 20" for an arc distance of 109.47 feet to the end of said curve, the chord of which bears North 50 05' 01" East for 104.09 feet; thence North 260 16' 39" West for 115.66 feet; thence South 77° West for 160 feet, more or less, to a point located on said Westerly boundary line of Lot 9 and the end of said described centerline. The sidelines of the above described easement are to be lengthened or shortened to intersect property lines. (Continued) 10-53077 Order No. 2-146394 USE IS RESTRICTED TO PASSENGER CARS AND 1 1/2 TON PICK-UPS. TOGETHER WITH an easement for public utility purposes over a strip of land 20.00 feet in width, lying Northerly of and coincident to the following described line: Being a portion of Lot 5 of Section 4, and the East half of Section 5, Township 22 North, Range 3 East, M.D.M., being more particularly described as follows: BEGINNING at the one-quarter corner common to'said Sections 4 and 5, said point being as .shown on that certain Record of Survey map, filed on July 6, 1979, in Book 69 of Maps at page 84, Official Records of Butte County, California; thence North 890 37' 40" East for 325.00 feet to the true point of beginning for the line herein described; thence from said true point of beginning, South 89' 37' 40" West for 325.00 feet to said one-quarter corner; thence North 890 08'' 00 West for 241.00 feet to the end of said described line. AP No. 011-350-038 00 OF IDOCU V ENi N � 0 E e - 0 e !� B.H. U ONLY Plot Phn Attached E.H. �. Floor Ph. Att.W Smt to B.D./%1� i 144 A TO: Buildirig Department FROM: Environmental Health SUBJECT: Sanitation Clearance Will- Plan nePlan Approved for: Sewage; Disposal Water Supply: nn Public Private Well Clearance for bedroom mobile home. Other . % 1(D /�IJc[I Hold final for:. Final clearance O.K. for: NOTE: ftI�Ca / I YV Envill6nmental Health "Specialist 8/92' 2 Date I U W V M 31 0 / 3 32 3 0 C a nP� �s e; 5 Su b 10 ca SA TE 4 C ZONE A 8/ 9 7 2 ZONE X ZONE X 18 atl 17 ZONE A X20 JOINS PANEL 0210 16 3 ) y 1 10. 9 t I. i t TOWN OF PARADISE AREA NOT INCLUDED r 1� 35 T. 23 N. T. 22 N. FA shown on this ma to UtLC1fI1111C Wil-6auun a •a. a ayy•, .� structures in the zones where elevations or depths have been estab lished. To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (800) 638-6620. APPROXIMATE SCALE IN FEET 2000 0 2000 NATIONAL FLOOD INSURANCE PROGRAM I FIRM FLOOD INSURANCE RATE MAP BUTTE COUNTY, - CALIFORNIA (UNINCORPORATED AREAS) PANEL 125 OF 600 (SEE MAP INDEX FOR PANELS NOT PRINTED) PANEL LOCATION COMMUNITY -PANEL NUMBER 060017 0125 B EFFECTIVE DATE: " SEPTEMBER 29, 1989 F� an 0 Federal Emergency Management Agency 0 u 4 q rt OLD NIMSHEW STAGE RD. EDGE OF BANK lia / 1 U WELL 100' RAD. LEACH FREE 'T PROPOSED 04 FAMILY RESIDENCE c Sipe aiiI SEE, SHEET 0.3, FOR MOIRE DETAILS '14vo PINE TA9 too E)OSTING MOBILE IHOME 76 BE REMOVED UPON COMPLETION rr t. ei 1 2. .. . . . . . . . . . . . . . . . . . . . . . . . . . . hr P t s n H a u a s C. t d. iq ARCI T E C T R E P LA N N.1 N G ENGINEERI NG 916 - 892 8008 10—C W I I I lam sburg Lane C h i c o. c a I I f o r n I a 95926 L J., Warner, ArchItoot I*^ ww bulps *Pmw W* we to MAWN pwoty of M Fla 14 me t"% L.. ft 4*Aut aw *A PA M 64" rwmw w aw fw my ww 86 isswww su &W dw" pdw •ft 0 M LA ft" MddlMt Copy by M LA ftra A"*AW FEVS" Na Date Doswiplim "AA PROJECT CUSTOM HOME CHICO, CA fr, IVA Poo rrf �ji JOB SITE 5259 OLD NIMSHEW ST -AGE CHICO. CA Aft I A OWNER: SCOTT t YVONNE GAIILEY &"-R40 LINDO AVE CHICO. CA 15924 9IL-3�3-4545 JY DRAWING TITLE: r Ft ARCHITECTURAL SITE PLAN PLAN No. PROJ. No. DRAWN By., DWO. FILE PRINTED DATE SEPT. 14. 1 f"S SCALE -- A 4 v 44k OF EETS