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039-460-092
To Whom It May Concern Regarding property: 9348 La Rose Ct. I give permission to Thurman Construction Inc. to access plot plan in building department. ... Matt Davis INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISIO , OROVILLE n / l FROM: DATE: ENVIR. HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: WELL: AP#:19 �9 ADDRESS/LOCATION: Comments: - GUmemosImleasehold m NOTES s o LZ RESIDENTIAL 039-460-083 pt 02-3312 PERMIT NO. DAVIS, MATT & CHRISTY 9348 LA ROSE CT., DURHAM f CONT: STORNETTABROS. NEW SINGLE FAMILY W/GARAGE cl FORM t THE HCD FORM 433A FOR THIS NIH CANNOT BE l! RECORDED UNTIL ONE OF HE FOLLOWING HAS BEEN TURNED IN TO TH ING DIVISION: (1) LICENSErL DECAL (THE INSPECTREIVE). (2) STATES (ONLY ON NEW MIA INSPECTOR TO V & LABEL #'S. - fI .0 { SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY Address f i GAS _ Meter By Dat, ' O ELECTRIC /`, Meter By Date'2 JOB FINALED (Date) Signature J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL, (Single & Duplex) Date UNDEBFLOOR'(Plans) OK except #'s 2L.k§J.,+lain; Soils-Elec. Grnd.41 <//" Ftg. Depth 3. g arage; Soils-Steel-Elec. Grnd.-/ a./" Ftg. Depth 4 ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ste alts, Main; Steel-Blockouts-Wrapped 6. �F€mwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped i -Fire lace Ftg.-Steel V. .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation n Date - Card B-1 Date Card B-1 Date/p�j Card B;1 Date Card B-1 Date PLUM i G (Per ) OK except #'s ter Htr.; VentAccess-Combustion Air Baffle ater Pipe; t & Anchor -Nail ProtectiqA (` D.W.V.; TEIRTittings & Anchor -Nail Pk&ection 20. Shower Pan; Test, First Floor -Tub Access 21. Te Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 25/EI .Receptacles Spacing -Lights & Switches at Doors i oxes & No. of Conductors Stapled rn"ex Installed Close to Edge of Studs & C.J. qviKQround made up w/Mech Fasteners -Bond Gas & Water fiance Circuits in Kitc n & Conductor Size GFI lSfeed Wire Size// . C r AI-A.C. Wire Size/ /g r Al 31- Range Circle/`�/ I -Oven Circ. / /ga Cu or Al Insulated Neutral e -s O No 32. Sery a -Riser Conductors & Ground Main Disconnect 30. Vip. Clearances Panels-Motors-Mech. Equip. 4 e hes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 9@,.0`A_q"buqjs Insulation & Support Y,-"Ven_t,Fan, Exhaust above insulation 9P e ate Drain & Overflow, Size & Grade 3 u ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 0. ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI (Permit) OK except #'s s Proper Materials & Anchors 4 . W Is tuds-Nailing Spacing & Braces -Plates -Sound 4a -IQ ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 4 e Stops, Furred Ceilings -Stairs -Chasers -Tubs 46 Headers & Beams -Size & Bearing '-t 4 Date FRAMIN (Continued) 4Angers- 49. Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. F=ireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. She Walls; Nailing -Bolts 1. Vace Interior/Exterior Wall Panels �ffl W. Insulation -Walls -Ceilings 63. I nfi ltration-Wal is -W indoWs Date Date Card B-1 a Card B Card B-1 a and B-1 Date FINAL 6s K except #'s 6A -.-E t s -Door & Sidelight Protection -Landings qk_��e Detector urrr ce Vents -clearance -Comb, Air -Connector - I arage ove Floor-Ducts-Mech. Protection e m Exiting Q5,,1S_.Fj,,r8ath Fixtures a lec. & Subpan Breaker Sizes & bels 7LOe,grairs3.Rails 1. lace or_Stove, Clearance -Hearth 7g. Wood Panel, Int. & Ext. 7J.4erTixt. & Applia ound-Air-Ga -Cooking Clearance 74. Elesjg�atle Recept les i Counter 7 Fire g- anding- ure 76."A.C.kact in Garage -Damper U, -'Mr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga Above Floor-Mech. Protection 7 c. & Mech. Equip. Listed for Location ec eptacles in Garage (F.F.I.)-Romex Protection nsulatio -Foam-Looked in Attic ,I Prrr.-r" ---" - & Deck Construction -Post Caps Bents & Crawl Hole Door Drainage & Wood -Earth _ CI ce Looked under Floor O Yes Follo stld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No bl-srucco Brown- ' 85. A. sconnect ctrical-Plumbing ent oof, Plbg-Appliance-Fireplace-Clearance to Openings Ater well, Disconnect, Electrical, Plumbing Exteri ec. Trim, G.F.I. Receptacle -Underground entil Throughout House as otection < 9weelons from Previous Inspections Ga st-Meters Tagged, Gas -Electric & Sewer Connected -C/0 to Grade -HD Approval . E gy Compliance Certificate -Other Certificates 96. DateA, Dat t Date Address Posted Fire Sprinkler Card B-1 Date Card B-1 Card B-1 Date Card B-1 Card B-1 Date Card B-1 Comments at Final: = 'OK = Not OK = NotReadyab1e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11.. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails - 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings -12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541PE T' -NO. (Rev.12/96) \s;i APPLICATION AND PERMIT Iv, all 4 ASSESSOR PARCEL`NUMBEW11ZONING 013 -4CR *%z CIP-1 BUILDING PERMIT OWNER DAVTS. MATT,,R,. CHRISTYQcaa_ao�n TECEPHONE SQ. FT. OCC. BUILDING VALUATION 1.0 R 169,340.00- . OWNERS MAILING ADDRESS 1 CAT T A_ I ntnrt nn r- A arc RG- R - 2- CONTRACTOR'S NAME - TELEPHONE 696 1A 1 154.00 - CONTRACTOR'S ~MAILING ASDRESS vv-22hs' M U t n nGA C'l1T1"' 9:50,280 '' CONSTRUCTION DERv "'" i i Fireplace LENDER'S MAILING ADDRESS Total Valuation $; 7A. QLO ARCHITECT OR ENGINEER / UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 916, 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5.40 BUILDINGADDRESS, 93483 LA ROSE CT. DURHAM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $155/a LOT NO. 35 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee X20.00 Each Trap 1 7.00 7 USEOFSTRUCTURE '�..� SF ❑ Duplex ❑ �Mobilehome ❑ Other SPECIFY Solar or hest um water heater 23.00 Water piping 15-OOLI 5.00 Each gas water heater or vent 15.00 r, TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NFW ST1►1(_T,TV T+AMTT V Gas piping system 1 - 5 outlets 15.00;r, Building sewer 15.00 r, Mobile Home I S I G I WT_ @20.00' PERMIT FEE $1 g-7 rVN ELECTRICAL PERMIT Fling Fee 20.00 800OR LE Main Service 200AORLESS 23.00 3 .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,ful orce and effect. y� G , License Class r Lic. No. J 1 1 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so n OR ADDNS. ( 8 ACC. BLDS. 3.50FT. 129.7( MULTI.OUTLET @7,50 NON-NON POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Q 100 Ex. Occup. OUTLET OR FIXTURES BALQ .50 ZED APPLNS. OR Ex. Occup. 5.00 E. RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $172.70 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. O-" rhave 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 i,surance carrie a d policy nutQber are: Carrier �T��� ca�ep_ s- �G .,.w." Policy Number -2 — 9=9::Y %. --%"I IQ — NZ 1 r (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 T'� . '7,.+� Q1.. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 2125.00,50.00 Cooling 00 50.00 Hood 6.50 Ventilation / las f 8D G t S r _ PERMIT FEE $ 1 Mobile Home Installation Fee $ Energy Inspection Fee $,/, 6 Rcc c u�T. TYPE TOTAL FEE $ 2126.10 HOZ. / DiFEES 1I / FLO D _DF PA�EL 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 f�7 0 ,% f' Date(. PERMIT EXPIRES ON" �?h 817 % Date, Receipt No. -36450-1 A, SI'/ / WHITE-D.D.S.-B.D. CANARY -ASSESSOR ' PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE,,. , "BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, ,Chico,�CA 9 (530) 891-2751 7, County Center+Driye.� Oroville, CA - (530) 538-7541 CORRECTION NOTICE l%I Vl dd - 3 7/ �- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, X A? As r1c-e r-ICAr.i 5 .-� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 oz -OT (Rev.12/96) 1 APPLICATION AND PERMIT �� ASSESSOR PARCa NUMBER i I *� ` OWNER ZONING,, HONE BUILDINGPERMIT SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS CONTRACTOR'S NAME TELEPHONE QT0PNTjBROTHERS 3_43 6656 CONTRTOR ILI SS ACT CONST N DER OUTH 3 • 7 eA 95928 il 19,598 00 99 194-00 Fireplace LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS 9348 LA ROSE CT.. DURHAM Energy Plan Checking Fee $2-3,00 $ PERMIT FEE $ LOT NO. 35 SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 77 On USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �. CINGT E FMI� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 00 Mobile Home S G W @20.00 ' PERMIT FEE $ ELECTRICAL PERMIT Filing ee 20.00 R LE Main Service 200. OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in.#n{ orce and effect.PSING License Class Lic. No. 1 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 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. wave 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 worker ' mpensation urance carri dd policy oupaber are: Carrier z i>+?a Co-n+o. S _ �., &." Policy Number ,�1'Z — d73cyp-.2. 7%f 3 -- k'-'3 1 (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 Ap ant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To i 46.00 WEU200A NEW CONST. DWELLING OCCUP. SO U OR ADONS. ( & ACC. BLDS. =RESIDT. MULTI -OUTLET @7-50 8 OUfLEr COWELER APPAR U IR. 20 p 1.00 EX. OCCU OUTLET ORBAL@ .50 FU(ED ORRFIXTURES Ex. Occup. ouTLErs 5.00 RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating 9 1 9500 50 00 Cooling Hood 6.50 Ventilation 4.50 - PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ R2fc cVff' TYPE T TAL FEE $ yAVZ.1I I D. FEES IMf O o CDF PAR EL HD U This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been Byate PERMIT EXPIRES ON J provisions to do work paid. 1✓ 7 - ate Receipt No. 36&90 4�fj5 S 1 S / / WHITE-D.D.S.-B.D. CANARY-AS$�S'�S PINK -INSPECTOR GOLDENROD -APPLICANT r 2( lo T Building Depart FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. OSE AiLY _ ,] Plot Pian Attached Floor Plan Atuchad Sant to S.D. 93 1,4 Asr, Cz: -,/&a - a9�� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwellirm. Other Hold final for: rance O.K. for: NOTE: C, Environmental Health Specialist 8/96 Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95565 Phone (530)538-7541 Fax (530)538-2140 _ PERMIT APpLICATION DATA SHEET a� a OWNER,( j � ) ASSESSOR PARCEL NUMBER Proposed Building Use: OAA) S Counter Technician: Date: A ah)-()-;I'— Items � Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orderto apply. C21 L. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. gX. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! C/S. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D j Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views iy triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... 10. Letter of intent for non-residential buildings......................................................... 11. Detached Accessory Building Form filled out by the owner.....................................3- 1-103 0, 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ..................................... ❑ . Statement of Intent for Non -heated and A/C Buildings ............................................. / Sanitation and plot plan approval from the Environmental Health Department in _tAA (-U 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (BIZ (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occ -)' C3 2 e -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 5. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. tter of Signature authorization.................................................................... �� . ecorded copy of Agricultural Acknowledgment Statement .................................... 8. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ,I ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 3 43� _ ( and hold for pickup. i I have been informed of the above items and requirements for obtaining a building permit. Applicant: \ ate: — I. IIndex permit application for the above items numbered: , X7 Plan Check Letter 2 items required 4—oniractjor, ontrac, esigner, owner, was advised cf the above data by phone ❑ ail, counter, bdesigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: e /-, Date: Plans approved by: Z L Date:p . Structural reviewed by: Date: Structural approved by: 1�4 Date: t V Note transfer by: Date: i•� Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE Q)53 L OWNER (� A.P. # ` 1 PROPOSED BUILDING USE rU-Wy DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ SCHOOL DISTRICT FEES ) (tel (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) �j �) '% /1�j Residential ...................... x $360.00 = $3,) v Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential .................... x = $ # Units Amt. Commercial (sq. ft.) ............ _X—=$ Sq. ft. Amt. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE — Z` — Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Jr BUTTE COUNTY SCHOOLS IMPACT FEEeCERTIFICATION FORM (One form per Building) School District i,1 �� r Building Department No. A.P. NumberL� (/p O, — l% �9,) Jurisdiction: City County Property Owner �� ,t,` fill Property Location/Address G%/ ?) Subdivision Lot No. iii r• Residential Development No of Living Mobile Home Units Installation Commercial/Industrial f +� New "Building Department Addition ,c .................................................................................................................. Sq. Footage �D Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ..........................................................................,........................ . t Sq. Footage , (Including Exterior Roofed Areas) moor rians reviewed Dy scnooi uistnct rersonnell / — /6-'6 -.1) Date District Identification No. o0.t 4, /�Av� \ f ` J /,C1 b School District certifies that .$ToeNE714 6,eo ��i► ST. (Applicant) 93 4 A �a �4as (17— (Street Address) a>, (Phone Number) C 1119 9593 ,g (City) (State) (Zip Code) has complied with4e requirements of Resolution No. Qa� ► D %t by payment of $ 1 representing f O'%fQ square feet. �' AB 2926 $ } i -V'FULL MITIGATION s � �. ••� ��" - • _ - .'- "!fir - t. ,� ._ _ .. - - - School District Representative �� Date Paid by Check # • Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ti 4 "'i "�°T'F'S•e'"Yi"'"� rTr+7-�J t'4.e'+.;,,f,.:,�:F.'i-a y.i�::�+ ^r°`�'.+'%>-, r-f""-Z'Y•cc�1 �'FT �-.Ci++>+.r•r .i� :'I.t•'�.Y• r., t+r•t•:.. �f' �'..� 1.:,Y`4+r i-v.rsA"�'��'�,.�.y''�„;'fi��c""a�.�,'�„:.^*..'v�tk'�`iY� �--"may BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATIQN- AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): J cub' --(J Project Location/Address: Subdivison Name: Assessable Square Footage: ?.�j Type of Residential Development (check one): �e New Development Alteration/Addition ❑ Mobile Home (s) Nob -Residential to Residential Comments: . �, ,�, � { • , '�' � ,,_ .•f.._ _� , .. a:��k-L t c( Ii -i / A/� Building Division Repres ntative Date Durham Recreation and Park District (DRPD) certifies that Applicant Name Applicant Phone Number q39 7 z - Street Address J I lf, c1� City, State t, Zip Code 7 has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 b payment for y p y square feet at $ 1.04 per square foot for a total payment of $� �' L)U r PD Representative PAID BY CHECK No.: BANK No.: 10 - C./ Z 02 PAID BY CASH: RECEIPT No.: I� 09-7 (1 Remarks: Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND Wilr&N RECORDED MAIL TO: BUTTE COUNTY BUILDYNG DIVISION 7 COUNTY CENTER DRIVE OROvILLE, CA 95965 RECOHDINQ REQUESTED BY: MID VAUEY TITl4 c 0Cb 3--01Z 1 E3CoQ�i 7 Recorded Official Records County Of BUTTE CANDRCE J. GRUBBS Recorder ROSEMARY DICKSON Assistant MOM M 18 -Mar -2003 REC FEE 10.00 Andrew Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26.8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building pennit. The propeity described herein is adjacent to laud or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations uicludiog, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or di$comfort frorn normal, necessary faun operations. All that real property situate in the County of Butte, State of Califoniia, described as follows-. SEE ATTACHED I.EAGAI_ Date— PROPERTY OWNERS: -rn� i1 a �- 2. CJ�►J 5 C&i, 4 ; fj. b J i 5 ..._..� State of California ) County of .B0&q— ) On___ _ ---before me,CVw-,e.�- personally appesred_MffieA,o g .'_DW,U_ kltowe•temw (or proved to me on the basis of satisfactory eviden to the within instrument and ack wledged to me that he/sh capacity(ics), and that by histhe el gnature(s) on the instrul the person(s) , executed then r nt. WITNESS y ha dot o6lal al n Signature L-5-.i�/L� Seal, �-- A.P. a [ 'd 8Zb6 068 065 'ON M de the person(s) whose name(s) is/arc subscribed executed the sante In his/her/ ctr"uehol.i.Zed the person(s) or the entity upon behalf of wltich C14ERIE L. d*M&VO Cammaaglon a 13bX�S t Pie4ary Public • Ca►Ngmia Sen Dlego CoUhty Comm. Mob Ju(t 14. ?006 31111 A311VA UN NV K:11 3H 60-qZ-NdW 1 z .d Preliminary klepott llescripdon Ordcr No. BU -204272 DMI' The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLIiD, "DURHAM LAND ESTATES, P11ASE 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 7,002, CN I300K 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. APN 039-460.083-000 (PORTION) Page 5 RK 868 US 'ON XU 31111 AH11VA GIN WV SE:II HI U -SZ -9M NOTES SIDENTIAL 03910v- 92 03-1512 PERMIT NO. _ DAVIS, MATT 9348 LAROSA CIRCLE, DURHAM Cont: SUNSHINE POOLS f POOL-MASTER#510-97 { 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ll__� VERIFY 'USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) t Signature CHECKED BY J=OK 0 = Not - =Not AAppplicable . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 18. Water Pipe; Test & Anchor -Nail Protection Date 19. D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 67. Bedroom Exiting Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Clearance Looked under Floor ❑ Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Date 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date PERMANENT END SYSTEM (ONLY) 2. Soils; Special MH Support Sketch Zoning Requirements -Setbacks -Easements 3. Sewer; Location -Test -Fall -C/O -Concrete Footings; Size -Spacing -Marriage Line 4. Water; Location -Test -Easement Needed (Sketch) Blocking 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; MH Test -Demand -Valve 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / . /" L "ft./ P LPG Electricity; MH Test 7. Well Clearance & Disconnect Water; MH Test 8. Utility Clearance Water and Sewer Connected Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Health Department Approval Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POO (Plans) OK except #'s S cks-Easements So' ; Compaction -Structure Stability V.00l Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval PI b.; Cir. Test -Water Supply Test fight Niche 12. Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 -) � C 7?" 0 "/, � Im COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 (Rev. 12/96) APPLICATION AND PERMIT a ASSESSOR PARCEL NUMBER 02q-460-092, ZONING — BUILDING PERMIT OWNER ONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS O CO RACA 9592 CTOR'S NAME 14 ROSE %' TELEPHONE — CONTRA& M MAU S95973 Clrft TION LEND 20.000y LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee 7 $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 22 BUILDING ADDRESS 9348 IA ROSE CIRCLE, DURLIAM Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ .Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PnnT. — MASTER ;' 51(-01 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 vORUE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ' in full force �ajnd effect. / , j License Class8 $ 3� p Lic. No. �f� `1 J� % 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 Main Service 200A To I000A 46.00NEW CONST. DWELLING OCC OR ADDNS. ( a ACC. BU)UP. S. SO 3.5¢Fr: NON-REOSID. ANC. CMUT 97,50 POWER APPARATUs 8 SINGLE OUrLEf CSI R. EX. Occup. OUTLET OR FIXTURES 20 @ x.50 eAL p .so Ex. Occup. DUXTEis R'., D.GEn 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wo a 'compensation provisions of section 3700 of the Labor Code, I shall f h comp wl o provisions. hh X Date S v R-7 " 3 _ Signature of pplicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excav Ions er 5'0" deep and demolition or construction of structures o t i g16" Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 335.00 HAZ. D. FEES I FL CDF p a_ 7 V IS E This per it is hereby issued under of the utte County Code and/or indic ed above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate O Det Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 11, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.W. USE ONLY Rot Ren Annchad Floor Ran A Sent ws. / ti. Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public `� Private Well Clearance for dwelling. Other WW 'M%1f'iG�✓ .. final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 57634�', Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENTS V CES-BMILDING DIVISION 7 County Center Drive, Oroville;JgA--,95965 Pbone (530)538-7541 Fax (530)538-2140 PERMIT APPUCATI,ON DATA SHEET OWNER: L �J ASSESSOR PARCEL NUMBER D 3q,,- l (&,&M Proposed Building Use:O /) Counter Technician: Date: 6-7-7�63 Items requiredIn order to apply for a permit. All boxes MUST be checked bFmarked NA in order to apply. .. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. , •, ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................:. 15. Statement of Intent for Non -heated and A/C Buildings .................................. ...... Sanitation and plot plan approval from the Environmental Health Department i n nIT City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ❑ 19. Planning approval for (A) Use: 0 �'—, (B)Parking: (C) Parcel Check: 5 —t ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: _ I I::m �-�j When issued Telephone and hold for pickup. W I have been infor a of the above 'te and requirements for obtaining a building permit. Applicant: Date: !> % _ 0 3 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abov dat by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: S 2 9 D 3 Plans approved by: &A Date: ori; o D Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division NOTES RESIDENTIAL . 039-460-083 pt 02-3313 PERMIT NO. _ DAVIS, MATT & CHRISTY' 9348 LA ROSE CT., DURHAM CONT: STORNETTA BROS. DETACHED GARAGE , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 'VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ; r JOB FINALED (Date) sx Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UNDE OR (Plans) OK o q Setbacks -Ease Date tg. ain; Soils-Elec. ( g., Garage; Soils -Ste, Fixture & Transformer Clearance -Ins. Protection 4. g., Porches & Decks; 25. IIs, Main; Stee e IIs, Garage; e Size Boxes & No. of Conductors Stapled &ielTold Do ns and S eci 27. Romex Installed Close to Edge of Studs & C.J. 7. Slab, Stee Wrap ,d RESIDENTIAL (Single & Duplex) a (cept #'s " Bnts-Flood-Slope nd. " Ftg. Dept ec. Grnd.-/ /" F oils -Steel-/ /" Ftg lockouts-Wrapped =Blockouts-Wrappec Anchors W9 T.W.V.; Fall-Fi hg -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; i e Anchors -Yard Gas Piping; Size Test 11. WaterPipe; st- nchors- Regulator- Seryice Test 12. EI ri n er rou I ms Ducts; C arance-Material-Support-Ins. j94irdersAills-AnchorVolts-Joists-Vents-Crippies d f15/Acces6& Ventilation Date and B-1 bate Card B-1 Date ,Z Card B-1 Date Card B-1 Date f eLUMBING ( er it) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels - 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O Nc/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric i 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates j 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 a Comments at Final J=OK 0 = Nqt OK . 1• . = NotReadyoable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s " 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete +-. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Locatibn-Test-Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect _ 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date •i; Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector -.6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval ar 8: Gas and Electricity Tagged - 9. Tie Downs -Type -Installation Cert: 10. Exits; Insp.-Sketch .01. Cert. of Occupancy Date . Card B-1 Date Card B-1 Date Card B-1 Date _ Card B-1 Date PERMANENT END SYSTEM (ONLY)± Date + ;POOLS (Pla s)01 except #'s 1. Zoning Requirements -Setbacks -Easements i .1. Setbacks -Easements ,,.2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction-Structu?e Stability 3. Blocking r 4,3. .rte' Pool Structure; Steel -Connections -Thickness Dead Men -Lining;, r t 4 4. Gas; MH Test -Demand -Valve 4. Elec.; Receptacles and Lighting, Distance-GFIL 5. Electricity; MH Test -j5.,.Elec.; Pool Lighting; 15 Volts-GFI t, • * , k 46. Water; MH Test 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Gas and Electricity Tagged Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards=Ins. to Main Conduit " t '09. Exits .10. .10. License Decals, 4. 11. 11. Verify #'s with Office s . 12. tv . Date Card B-1 Date Card B-1 Date '- Card B-1 Date Card B-1 s ' t#MISCELLANEOUS Date DECKS,jrOVgRS, CARPORTS; GARAGES (Plans) OK except #'s J_,Kq00equirements-Setbacks-Easements!L ootings; Soils -Size -Depth -Spacing -Connectors -Steel ' �,3., Decks, GiFders and/or Joists -Decking -Bracing -Stairs -Rails 4. ,Wood Awn.; Posts- Beams- Rftrs-Connectors'f q ,.f Shthg-Frg-Bracing ' 5. AI . Awn.; Columns -Connections -Splice -Decal -Enclosures 6. ar s; Windows -Doors - E ctric ZoOFrmg.; Sills-Anchors-Studs-Rftrs-Trusses 9., Siding; Nailing -Veneer -Stucco -Mesh 10:'Roof; Shthg-Roofing.; t 0 11. •� Vjl3raced Wall Pan I . iDate' Date jMgf,, Card B- Date Card B 1 Card B,1 F, ^ ' . Date ) ,;,Card B-1 Date + ;POOLS (Pla s)01 except #'s i .1. Setbacks -Easements - 2. Soils; Compaction-Structu?e Stability r 4,3. .rte' Pool Structure; Steel -Connections -Thickness Dead Men -Lining;, r t 4 4. Elec.; Receptacles and Lighting, Distance-GFIL -j5.,.Elec.; Pool Lighting; 15 Volts-GFI t, • * , k 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards=Ins. to Main Conduit " t 9. Health Department Approval .10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 4 12. Enclosure; Fencing -Alarms Date Card B-1 - _ , Date ..Card B-1 4 g,4t� Date zCard B-1 _ . ig, . : Date, ,Card B-1 . F, i r t LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Lo -r -65, LA Ttosc Gr FluffWandgMt wi: 000,10116'' Matedat Brand New TWolmo Thermal R -Value) 2. CEIUNG Batt or Blanket Type FiboMba Batts Brand Name Johns Men vine Ttddmu (inches) 13 T Thenned Res dw= (R-VWw) R33 Loo" FIN Type Fib! Brand Nwne Johns Manville Contrnctar/s min. Installml weightift sq. 6•c-' b. mwmum Thickness LS.�S . Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) '�38 3. EXTERIOR WALL Material nbwm Bates Ttriquress (ardtes� 6.5 4. RAISED FLOOR Materiel mb=iass Bim. Thickness 5. SLAB FLOOR / PERIMETER Perbneter insulation Dspth (i 6. FOUNDATION WALL Bran} Name . khos Manville Thermal R (R Value) :E Brand Name Jotms Manville Thermal Reststanoe (R Value) 12kq Brand Name Thermal R (RVatue� Matefti Brand Name Thickness(' Th eststance (RVafual DECLARATION illswas bu t In rmence ReA=th es of 24,Part a of C.l #1 oleo f J LOERKE INSULATION CO., INC. 'mrhw' -9gnn ,re, om.C�nera erne Genera (Co. erne) �r r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION, 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMT-NO. ( 1'2/96)' APPLICATION,AND�PERMIT�Z ASSESSOR PARCEL NUMBER /� 019-460-083 nQP ZONING BUILDINGPERMIT OWNER M ('U T T- How ftQ (]A SQ. FT. OCC. BUILDING VALUATION 696 I 12.928.00 OWNER'S MAILING AD ESS CALLA 95014 CONTRACTOR'S NAME ` STORNETTA BROTHERS TELEPHONE 342-6656 CONTRACTORS MAILING ADDRESS 95929 — CONSTRUCTION LENDER - - �. Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 144 QQ ARCHITECT OR ENGINEERS MAILING ADDRESS r r Plan Checking Fee $ 93.60 BUILDING ADDRESS �' r F M Energy Plan Checking Fee $ $ PERMIT FEE $ 257.60 LOT NO.� SUBDIVISIONS NAME - PARCEL'MAP f PLUMBING PERMIT Filing Fee 20.00 9 Each Trap 21 7.00 14.0( USEOFSTRUCTURE S,4 Duplex ❑ Mobilehome ❑ Other Priv. Detached Gelrn4P, SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0 5 0( Each gas water heater or vent 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: DETACHED GARAGE Gas piping system t - 5 outlets 15.00 Building sewer 15.00,L5, 00 Mobile Home I S I G I W @20.00 PERMIT FEE $ G4,00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service .A 0". 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in-fw force and effect. License Class_ Lic. No. ti�I S i 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. ❑ 1, 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' Sompensation i urance carrier and policy.nutnber are: Carrier d►.> `tic �•+�►"' Policy Number 'a. + •CCS 0 — O I (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date t Z 'X "* C:) _L- Signature of Applio nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction"'' of structures over 3 stories in height. Main Service TO 46. 00 CCUOOOA NEW coNsr. ( DwEUING Occup. DWE200ALLING .BMS. A CONST. So 3,5¢F°: 24.3 � NR MULACC. NON•RESID. @7.50 POWER APPARATUs a sINGLE oLmEr cIR. Ex. Occup.OUTLET OR FIXTURES @ 20 I'50 SAL .so Ex. Occup. OFIx�EEDTSARLIS DR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 44.35 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ 24.50 Mobile Home Installation Fee $ Energy Inspection Fee $ L occ U CONST. TYPE VN TOTAL FEE $ 390.45 HrZ. / D. FE IM/ F7D ��F 7 CEL PD/ H s_u +/ This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By X 7r'` l"� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date -?/ ' ate A Receipt No. 3hla5n1 �t1 71, 601/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ..r Gary -Hawkins ARCH ITECT August 6, 2003 Department of Development Services Butte County Building Department Attn: Richard Nixon RE: Matt Davis Project Address: 9348 La Rose Court Durham, Ca. A.P. 039-460-083 Building Permit Number: 02-3313 I performed a field inspection for the above mentioned project to review the trench under the exterior concrete footing. The load on the footing is very small in this area, see attached calculation. The footing can span this trench with the applied loads. I would recommend filling the trench with pea gravel and compacting to 900. I feel the structural integrity of ,the stem walls will be more than adequate for the project in question. If you have any questions, please feel free to contact this office. Sin' r y, Y Gary Hawkins (f)U)U) F-- I--F- wUJUJ www ra_z N U) U) 000 Ln00 r CV r CV [Y C V 'V' N N N CV CJ CV COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVIfLOPMtNT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the �'j above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' CC.eI9�1 C jP_ I VI 'rA ok �6 OOK ..R COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 2 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need affditional explanation, please contact this office immediately. ` 141 N Z' rv-�✓ r A- t. i COUNTY OF BUTTE C' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 5 GUM (-Z- OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,V„4 COUNTY OF BUTTE BUILDING DIVISION' ' ' ' . . . . . • DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA'- (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE I?Ayo 02- 37/ 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. M : COUNTY OF BUTTE V r BUILDING DIVISION ..... .. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0/1� Vls Oa- ')�> /'� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /6/1.7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 �, I�T� x.12/96) APPLICATION AND PERMIT Q ASSESSOR PARCEL NUMBER 039-460-083 pt ZONING (ZD BUILDING PERMIT OWNER ittbHo SO. FT. OCC. BUILDING VALUATION f 1 OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 10636 S01- JTR MIT I ER AVE. CONSTRUCTION LENDER > Fireplace LENDER'S MPJUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ c BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 2_57.60 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 21 7.00 JZ!. , of. USEOFSTRUCTURE S—A Duplex ❑ Mobilehome ❑ Other PzV. De_ae ied Caraep SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 1114 TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other A Describe Work: DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 ' Mobile Home S G W @20.00 PERMIT FEE $ 14-00 ELECTRICAL PERMIT Fling Fee 20.00 OOOVMain Service ZDOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in.lul force and effect. 6_ C� License Class Lic. No. ti,7 ` ` , 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,',e=pensation irance carrie and policyausnber are: n- �`.+r - \�3v�.b Carrier �[ fo�P Main Service TO l 46.00 WEU200A NEW CONST. DWEWNG OCCUP. U OR ADDNS. 8 ACC. BLDS. SO .50SO 3•S¢Fr. 2 NEW CONST. NJOESIDMULTI.OLTrLET @7.50 POWER APPARATUS a SINGLE OUTLET UCS.. Ex. Occup. OUTLET OR FIXTURES BAS @';50 FIXED APPLNS. OR Ex. Occup. ouTLETs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S L. 4.35 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4.50 PERMIT FEE $ 24-50 Policy Number "Arl'),— CDOOc3 -A rlcz r ©I (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Nktof X Date i �--^ �- "� ��--_ Signature of Ap nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST. TYPE VN T AL FEE $ 390 . L'• �z. D PE I , FLOOD cDF PARCEL PD Sr This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON lJ Dete Receipt No. 16LL 50 1 7 hn / / WHITE-D.D.S.-B.D. CANARY -A SESSOR T'I K -INSPECTOR GOLDENROD -APPLICANT ��•,.+�.y.�—r��►���•.r�ys.T'-�'k.sr ti.-►,►..,.r•rrrr^^('...�.s,-...,��rvmW��-�.�,-a�.o'r��asvF"��'��"�l�":'r:-,�,.,�-^�-�rxreayr+twf�F:+�.,...�.�� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 11 1 7 County Center Drive, Oroville, CAsr95965 -Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET (p�� OWNER:�h a, l) ( S ASSESSOR PARCEL NUMBER (E3 r -4D - ICI -5 o-� Proposed Building Use: Counter Technician: WDate:��--- Items required in ord r to apply for a permit. All boxes MUST be checked OR marked NA in order t6 apply. 0/1 Plot plans, 3 or 4 sets, signedity the preparer of the plans. ❑J.A2' Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. r ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs................................F-I in .... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ....................................; 1•V 12. Hazardous Material Form............................................................................... _ ❑ 13. Other R!115 a'ning items needed to issue the permit. (May require additional plan review upon receipt of the following items.) es as shown on the attached Schedule of Fees Due Sheet ..................................... �- Stat ment of Intent for Non -heated and A/C Buildings.............................ni tion and plot plan approval from the Environmental Health Department in i / 7753 G City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: P)C (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ' t ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ' ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other. d,Q en issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: - ' Date: I — ^-'�- n 1. Index permit application for the above items numbered: W� / Plan Check Letter 2. al items required , o r, designer, owner, was advised cf the above data y ne, mail, ❑ countef,byffDate: . T o3 Contractor, designer, owner, was advised of the above a by ❑ phone, ❑ mail, ❑ counter by Date: Plans reviewed by: Date: Plans approved by: �. Date: - Structural reviewed by: Date: Sructural approved by: Date: Note transfer by: Date: , Yellow: Buildine�iv_imn' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE $F2AA=U BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE�— RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 12-- Z t' -t— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Phone: Sao S/8-o�YB Mailing Address /10%� LO eiq 55: AA 19r Site Address: 5�,7 yS eo;� Assessor's Parcel Numberd39 y_�o_a9� OOO Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL 1. INFORMATION: Is there dwelling a primary on the property? Yes ❑ No [� 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No / 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No [� SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ �,/ No E�/ 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No LrJ 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No [� 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No [� CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No d 11. 12. Will this building be heated or cooled? Will this building have a Yes❑ No water closet/toilet? Yes [."No ❑ 13. Will this building have a sink? YesPNo o El14. Will this building have a water heater? Yes ❑ 15. What type of floor covering will the building have? 16. What type of wall covering will the building have? Sh<</OG OVER 1 of 2 .ti PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not ed for any other purpose (no bathroom and no heating or cooling). ' 2. 5KPrivate Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑. Workshop 1 ❑ Home Occupancy z ❑ Other — Use 1. Describe type of Workshop :. Must be appibved by the Butte Cowry Planning Division. _ Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. M1 ` Additional Information: ,I f Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. - Owner's Name: Please Print Owner's Signature: �1�� Date: .3 2 of 2 AND WHEN RECORDED MAIL T0: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROV R.LE, CA 95965 RECORWO REOummo BY -FMD VALLEYT1fLti 1111III1lII{IIIIIIlI�II IIIIIIIlII Z0�3-0QJ 1 6Ca07 Recorded I REC FEE 10.00 Official Records i CoBBU�TT Of I CANDACE d. GRUBBS I Recorder ROSEMARY DICKSON 1 Assistant I Andrew 09t0@M 18 -Mar -2003 I Page 1 of 2 • AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit, The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odot. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEAGAL Date / -�7 77 6'3 PROPERTY OWNERS: Yhahcw IZ Dai; S Chm ✓is 'State of California ) County of ��•., ) 1 n On 1-23 before me,% +�- l- • 1�+2r,.ba�w� p'rgtiV personally appeared MA�FZ . Wmww-te-me (or proved to me on the basis of satisfactory evide to the within instrument and ackkanyledged to me that bels capactty(ies), and that by his/he e' gnature(s) on the instre the persons) , executed the r r nt. WITNESS y ha dp�ijtl o>�j ial et .7 /jam ��ru A.P. k & the person(s) whose name(s) is/are subscribed executed the same in his/her/ cir uthorizcd the person(s) or the entity upon behalf of which CHE RIELGIAO MM CPmnllap+xnOl13�(i01 Notary Pole - CB M&M Sen 019PColrhy M,loy Comm. Exphm Jun 14. 06 zoo/ Too (n XNd SS=TT 311,E Vooz/SZ/Co J -i Preliminary Report Order No. BU -204272 DMP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4", WHICH MAP WAS RECORDED IN M OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON RUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. APN 039-460-083-000 (PORTION) Page 5 Zoo/Z00Xd3 SS=TT 311,E COOZ/SZ/CO =e „d SITE PLAN REVIEW APPLICATION Date: 12 2— U' '?— Permit Permit Number (if aoulicable) 02-- 33 ) 2 AP# 0 39-y (o- (5 83 APPLICANT INFORMATION Parcel Size:�- Owners Name: Ay 15 • ' Ai i C H a 1 Owners Address: 261 C” A L Liq L1\J , LH I CC) C) 5 92(Q Telephone No.: 898- C) 9 �1 0 Situs Address: 1-1=1 12, C4 G 1 1�T J Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home IN Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other 11 Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) PTO ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 C ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See a e1d) • Flood Zone: IX • Flood Panel No.: O -S 20 C, Index Date: 16-9-18 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front f: Side —15 Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 F. Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 S Subdivision Map/Parcel Map: 'Dt j al Map Date of Recording: b - 16— 0 Q - Lot: 3 S- ❑ Use Permit/Minor Use Permit Permit Number: >✓��b 0s P>4 1-1 Book: '� Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions E Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building.Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 0 I Page 4 of 5 NOTES 1. THIS SHEET SHOWS ADDITIONAL INFORMATION. IS FOR ADDITIONAL INFORMATION PURPOSES ONLY. DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2 A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR SIMILAR MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 4. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY - 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUSHALL CEASE AND DURING AND ARCHAEOLOGICAL CONSULTATION SHALL BEECT CONSTRUCTION, SITE ST IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL. OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. -�� 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FOR ROADS, DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED s COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. 35%3 7 646- 0?, ADDITIONAL INFORMATION SHEET DURHAM LAND ESTA = PHA SE 4 A PJSW sir SEWMAN Suva A POA770N OF 774 REA+WN/NQ QP ti�LAM E,fi1Vf,'� L'TAT P6�L4�� f,5l1'AE�� i`f-7�£ AlMINn A ME S011iHEASi" f�4 OF -C770.N 2� TOW1°llf21 F�ORNORIK ��C3'UWT��1%f �iON 90' CONNECT TO WATER S' PUBLIC t SERVICE v►'/ o� / �, EASEMENT i 1 1 I 1 i 1 1 45' _ 1 �� CONCRETE DRIVEWA I t - CONFIRM SHAPE ! I %OINITH OYVNEI! ON SITE t 40 11 40'0 I r� � h h a SEPTIC, 4 LEACH LINE AS 1 PER BUTTE COUNTY i 1 I i I I I 1 i ' 1 1 � LOT 55 1 10.04 ACRES &ROSS 0.83 ACRES NET � 1 ' Ii CONNECT TO I � ' ELEGTRIGAL soft c "O fnvkonmentd Haft NORTH PLOT PLAN 0, ENVIRONMENTAL HEALTH FEB 2 4 2003 CHICO, CAUFORNIA, Frank M. Glazewski Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 53013434630 5301893-0532 fax February 28, 2003 County of Butte Building Division 7 County Center Drive Oroville, California 95965 Attn: Keith Long Re: Davis residence Building Permit Number: 02-3312 The following is in response to the structural plan check items on your letter dated January 9, 2003. Ot. -kmn--� Sheathing is not required at the blocking panels. Blocking panels are designed for lateral loading. pe. -;km-2 These blocking panels are now included in the submittal package. of- >m Please refer to the standard elevation detail, 15/S-2. Detail 04/S-2 has been modified to apply to this exact condition. at- ke,,V4 The thickness of the web doubler has been established on detail 12/S-2, and the need for plug welds has been confirmed. O. Jtem-5 The trusses have been reviewed and a certification letter has been provided. Oji- jAmr-6 The offending notes have been removed from the truss engineering. Ow..keff-7 Refer to item 6 above. op _Ikm-8 Truss C4 now reflects a 2.Ok drag load. fp Ikm-9 Truss F9 now reflects a 1.1k drag load. Or 0 This reference has been corrected. gw 1&4*41 I have added a detail, 14/S-2 that is now flagged on the drawings and indicates how to address the drilled hole in the top plate for the vent. I have also changed the wall framing to 2x6. Page 1 of 1 ,khffrT2 Referring to the Recommended Lateral Force Requirements and Commentary (SEAOCC OK Blue Book), Section 105.4.4. Exception: For light frame building in occupanggroups 4 and 5 and 94 sCJSft o N of two stories or less in height, the lateral force resisting elements are permitted to bedesigned using the least value of R for the different structural ystems found on each independent line of resistance. The value of R used fordesign of diaphragms for a given direction of loading in such structures shall not be greater than the least value used for any of the ystems in that same direction. This exception gives due consideration to the expectation that the introduction of a steel moment frame in the lateral system of a relatively small, wood -framed building will not adversely affect the performance of the remainder of the wood -framed structure. In our case, the roof diaphragm is lightly loaded, and remains unaffected by a change in the R factor and will not be checked here. Also note that the steel frame, as detailed has impacted the redundancy factor for the structure in the E -W direction, thus adding additional load to all the shearwalls oriented in this direction. It is my opinion that the R factor used for design will result in a sound, adequate structure. If you h/veAny questions, please feel free to contact this office. p A Glazewski - Architect �+c No. C-27470 * Page 2 of 2 Frank M. Glazewski Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530/3434630 530/893-0532 fax February 28, 2003 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Project: Davis residence Durham, California Contractor: Toby Stornetta Permit number: 02-3312 Truss manufacturer: Longfellow Lumber Company Attn: Keith Long Truss submittal certification letter This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find them to be in compliance with the plans and specifications; including, but not limited to, connections ss loads, load path and bearing points, etc. If you ve ny questions, please feel free to contact this office. Architect No. C•27470 ?e0830 �F C A�-�� March 10, 2003 Matt and Christy Davis 1261 Calla Lane Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-460-083 part Building Permit Number: 02-3312 Thank you for resubmitting the plans for your building project. The plans are approved as resubmitted. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 1 of 1 2/A q3 STRUCTURAL CALCULATIONS Supplemental Structural calculations for: Matt and Christy Davis Lot 35, Durham Land Estates Durham, California Job 03-015 Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 w Description: il;o °a Moment connection qualification per FEMA 350: System type OMRF Welded unreinforced Flange -bolted web (WUF-B) connection Location; Size d(in.) Span(ft) Span/depth ratio b,/ 2t, Left beam None 0.00Lk� u 0 Right beam W12x35 12.50 r4�`SSF Upper column None 8.25 6g0"00 lower column IN8x40 8.25 .y °;181.50 Fy (Beam) W8, W10, W12, W14 X50:, 0' =' ksi Fy (Column) Ti i 50' Qrt"' ksl Average height of the stories above and below panel zone: Prequalification data for WUF-B Connections; Table 3-2 Critical Beam Parameters: Column web thickness; 0.360 100.00 Ok 0.00 Ok 8.94 Ok 6.30 Ok 1150y` feet Maximum depth W36 and shallower Minimum span to depth ratio 7 Flange thickness 1 in. maximum b,/ 2t,limited to 7.35 Permissible material specifications: A572 Grade 50, A992, A913 Grade 50/S75 Critical Column Parameters: Depth W8, W10, W12, W14 Permissible material specifications: A572 Grade 50; A913 Grade 50 and 65; A992 Beam/Column Relations: Panel zone strength check OMRF - Section 3.3.3.2 Column/beam bending strength; No requirement (OMRF) Design procedure per FEMA 350 3.5.2.1; Ma 0 ft -kips at left beam sh = 4.13 inches Ma 282 ft -kips at right beam sh = 10.38 inches VP 0 kips at left beam VP 70 kips at right beam MC 0 ft -kips at left beam Cy 0.742 MC 342 ft -kips at right beam Required panel zone thickness; 0.944 inches Column web thickness; 0.360 inches Required doubler plate thickness; 0.584 inches Check requirements for continuity plates; Thickness required; 0.520 inches Weld; Use full pen. weld Connection shall be detailed per Figure 3-8, FEMA 350. Refer to plans for detailing information. Vt left beam #DIV/0! kips V, right beam 73.06 kips Check Equation 9-3; 3.2.4 3.2.5 3.2.6, 3.2.7 3.3.3.2 3.3.3.1 1/2" Aukbf�l ok(. 3 q E M'a = 0.48 < 1.00 Not applicable for OMRF E M, 11116102 STRUCTURAL CALCULATIONS Structural calculations for: Matt and Christy Davis Lot 35 Durham Land Estates Durham, California Job 02-067 Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 Wind loading; Basic wind speed WAW75Q,,;' mph Exposure IMMUNIIIIII Design method Normalforce"method� Structure category Enclosed~. Seismic,- eismic;Seismic Seismiczone Gravity, loading; Assembly: Applicable DL LL Reducible LL? Sloped roof - less than 4:12 WISNIOTIM IM-Aw"I 00200 ON,, Sloped roof - greater than 4:12 M 1(e' I MEMO BONIN MAM&I- Upper floor �`RNo* ;OT000 � MOMM Lower floor 0 � Y"0"=`Q,1001 IMM MI Yes Soil data; UBC Classification 5 Allowable bearing 1.000 ksf Soil y iY" t' 4d 'i d Wal, ! t i Sorltlata �= ii;its}{ , 7 F ..t �.. ,' '"� v . x..+rt.., i. _v.. .+' J 1i� �. ,.r . Soil classification:t�5 Reference table 18-1-A 1997 UBC Soil weight: Q`110 kcf Input data for user defined classification ksf Allowable bearing pressure OO:QrQ ksf Max. allowable pressure Q"'OOQ ksf Increase for depth p ksf/ft depth Increase for Width Os©d ksflft width Friction coeficient ksf/ft. of depth below grade Lateral bearing (passive) Q.0;0® ksf/ft. of depth below grade Increase for wind/seismic ksf Include footing weight when calculating soil pressure ? es Soil data used for design Allowable bearing pressure Max. allowable pressure Increase for depth Increase for width Friction coefficient Lateral bearing (passive) Increase for wind/seismic Resistance 1.000 ksf 0.000 ' ksf 0.200 ksf/ft depth 0.000. ksf/ft width 0.000 0.100 ksf/ft. of depth below grade 1.330 0.130 ksf S Page 1 3 ' �Desigri-capacityaof.framing�,m�embers ,� � :�.� �' � '�� ��t� a��:� •�,,�y �-.� kr-����,�tr' t r Loadduration factor 41 X25; Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap { Vcap I(in^.4) , 2x4 0.419 0.416 5.360 - ''=a2x6r0�896Ss�, 4�h gyp,v20'y7:8Q� . f; Y • .±v�i. ,+ _..�.:' .�' J A,wr ..A.•,ArSfiRtt Y.a�:?' _X.t{+vi.., r.��yt-2 !. t.... t_.' .w. _ri�.kzin 2x8 1.438 0.861 47.640 F ` z10€`rg_7 `2^1y4'5�¢ •r�7�F'!W, ct>Aw.r_.,..r.t:`di..la•l+a'�lv.....,x �;s .._�ngti"t"�+fik'L.�ts".t.s Nr"4, ' 2x12 2.884 i 1.336 177.980 " M `�Y2x�14 �'�� �"�:�3600 �� �`rj',��' +�� �� z1 574>>s >s�a�} �'.. ��,•',�,p290'{775 �r� �a ,���+.:-tin., ti-3t�'e!t tntsai�k..1'� •s.�^ �.r. -: an,�o�eoJ"���,�.'.'�'?�;I�.rmcrs� st' �� i . 4x4 _ 0..978 '. 0.970 *^12.510 6.�w9a52p' 48 5 4x8 3.633 2.009 ; 111.150, �„ k 4x12 7.4033.118 415.280 ::�, �.: 4x14d����� i 9 335;1��,s�3 67;1y x t�'�•67$ {470yy1 - �.�{,y+. F U6 - ' 4. 3.900., } 2.143 76.260 6x10 11.030 3.604 362.750 fi��'`r��6x12�'•-a""�-q;' ��16�3�15, ,...Y'� �x�'�383��`' �'y� ' 652590r " ' :5�a an. b+»t,.L', iafmt�atf�.�a`_.r•.w ,yiRk".>� �_xr3%t<..Itass.a.atrrdc�l�����lt's�ki::>a'+nr .,.:rSc"42� ' 6214 22.259" ' 5.163 1066.180 325x� 1'0?5r�y14,,�355: 4.511' 301.4F70 3.125x1218.750' 5.156 '- . ` 450.000 s' ��A 5 8011 s ra40720= FnnSlr. ;e.w.ai•vt�i3 �?'v.. �?t.�.-'�rC•te 3.125x1,5 28.580' 6.445 878.940 ` 3 25 1e63 34, 3.125x18 40329 ° 7.735 1518.750 I . 5125+10 543. c t Z�1399 494400 5.125x12 30.750" `. 8.456 738.000'' ' 51}25x13 .. w38 4 :3 #s�9514'.kn1r05T9�9: 5.125x15 46.870 ` 10.57.0 1441:41.0 5125x 6 5'r� 5.125x18 66.140 12.685 2490:750 i T., crl lij 1 � A ev- 4-,-L. S us /' T7- (TO -LASS 51) OIL 31) _ (2-q T- 7-CTS5 Cq) 'd I -.:. 3c�, -f- q C, 0 S 2-S 2- 6;r-/ 0 W L .5 a7 - Truss m ;j------- � - ;/Z .031, = . Z'33 ECPmss C, 3 2(,031 7, C,031) - • IzN �`�� :. �� i.: i_' :: ni ��: ��� i :! r :�i:,... �; r' c �,T.-(o - v�of vseci, I I i i �T �• CTW� DI) i T� Z ,e a a 2-U-1; �l I Z I 2o,S P -(3 -Zi Wd.Q -� CZCiz,+(,T) Iolq = , Zz4K/' V Q9 -� (&9(2-+I,f) I o I 9 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev:550100 user: KW0604815. Ver 5.5.0. 25 -Sep -2001 (c)1983.2001 ENERCALC Engineering Software Description RB -1 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 12:21 AM, 24 OCT 02 Page 1 General Information 0.257 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 Center Span 20.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type 2.5 k Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 37.3 k -ft Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 2,000.0ksi Full Length Uniform Loads Center DL 95.00 #/ft LL 72.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 20.50ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.257 : 1 Total Load pert uanulever... Ueda Luda U.o. I... Maximum Moment -0.299 in 9.6 k -ft Maximum Shear " 1.5 2.5 k Allowable 10.250 ft 37.3 k -ft 0.0 Allowable ...Length/Deft 22.6 k Max. Positive Moment 9.57 k -ft at 10.250 It Shear: @ Left 1.87 k Max. Negative Moment 0.00 k -ft - at 20.500 ft 0.448 in @ Right 1.87 k Max @ Left Support 0.00 k -ft @ Left 0.000 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.448 in Stress Calcs @ Right 0.000 in Max. M allow 37.27Reactions... Ck 19.049 Le 0.000 ft fb 930.59 psi fv 40.61 psi Left DL 1.13 k Max 1.87 k Fb 3,625.00 psi Fv 362.50 psi Right DL 1.13 k Max 1.87 k Deflections Center Span... Dead Load Total Load pert uanulever... Ueda Luda U.o. I... Deflection -0.299 in -0.494 in Deflection 0.000 in 0.000 in ...Location 10.250 ft 10.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 823.5 497.99 Right Cantilever... 2.53 k Camber ( using 1.5 D.L. Defl ) ... 6.984 in2 Deflection 0.000 in 0.000 in @ Center 0.448 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.547 in Max. Right Reaction 1.87 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2 Cf 1.000 Rb 0.000 Cl 0.000 2 Max Moment Sxx Req'd Allowable fb @ Center 9.57 k -ft 31.68 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.53 k 2.53 k Area Required 6.984 in2 6.984 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 1.87 k Bearing Length Req'd 0.547 in Max. Right Reaction 1.87 k Bearing Length Req'd 0.547 in 2 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815, Ver 5.5.0. 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software Description R13-2 Title Dsgnr: Description Scope : General Timber Beam Job # Date: 12:23AM, 24 OCT 02 Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 Max Stress Ratio Center Span 12.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 17.0 k -ft Bm Wt. Added to Loads Allowable Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 224.00 #/ft LL 256.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 12.50ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Dead Load (ot-0.244 Le�rDeflecl Max Stress Ratio 0.586 : 1 Deflection Deflec -0. 18 in in on Maximum Moment in 9.7 k -ft Maximum Shear' 1.5 3.9 k Allowable 0.0 17.0 k -ft 1,272.3 Allowable Right Cantilever... s.7 k Max. Positive Moment 9.68 k -ft at 6.250 ft Shear: @ Left 3.10 k Max. Negative Moment 0.00 k -ft at 0.000 ft 0.0 @ Right 3.10 k Max @ Left Support 0.00 k -ft 0.901 in Max. Right Reaction Camber: @ Left 0.000 in Max @ Right Support 0.00 .k -ft Stress Caics @ Center 0.177 in Bending Analysis @ Right 0.000 in Max. M allow 17.05Reactions... Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 int fb 957.72 psi fv 62.26 psi Left DL 1.50 k Max 3.10 k Fb 1,687.50 psi Fv 106.25 psi Right DL 1.50 k Max 3.10k Deflections Center Dead Load (ot-0.244 Le�rDeflecl v�0.000 Deflection Deflec -0. 18 in in on 0 000 in in ...Location 6.250 ft. 6.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,272.3 614.81 Right Cantilever... 3.94 k Camber ( using 1.5 D.L. Deft ) ... 37.066 in2 Deflection 0.000 in 0.000 in @ Center 0.177 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.901 in Max. Right Reaction 3.10 k @ Right 0.000 in Stress Caics Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 9.68 k -ft 68.80 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 1n3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.94 k 3.94 k Area Required 37.066 in2 37.066 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 3.10 k Bearing Length Req'd 0.901 in Max. Right Reaction 3.10 k Bearing Length Req'd 0.901 in 4/z+I,S) .of6 + fo(,oYO) 1-1 fl, ; J C,2 1 13 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815, Ver 5.5.0, 25 -Sep -2001 (c)1983.2001 ENERCALC Engineering Software Description H-1 Title: Dsgnr: Description Scope : General Timber Beam Job # Date: 12:28AM, 24 OCT 02 Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 9.25 ft .....Lu 0.00 it Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 it Beam Depth 11.875 in Right Cantilever it .....Lu 0.00 it Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 1.5 Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 2,000.0ksi Full Length Uniform Loads Center DL 309.00 #/ft LL 616.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 9.25ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Dead Load Total Load Left cantilever... Max Stress Ratio 0.503 : 1 -0.054 in -0.158 in Deflection 0.000 in Maximum Moment ...Location 10.0 k -ft Maximum Shear * 1.5 5.1 k Allowable ...Length/Deft 19.9 k -ft 703.95 Allowable 5.14 k 12.1 k Max. Positive Moment 10.00 k -ft at 4.625 ft Shear: @ Left 4.32 k Max. Negative Moment 0.00 k -ft at 0.000 it @ Left @ Right 4.32 k Max @ Left Support 0.00 k -ft Max. Right Reaction @ Right Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Stress Calcs @ Center 0.081 in Bending Analysis @ Right 0.000 in Max. M allow 19.88Reactions... Sxx 82.259 in3 Area 41.563 int , Cf 1.000 fb 1,458.98 psi fv 123.62 psi Left DL 1.48 k Max 4.32 k Fb 2,900.00 psi Fv 290.00 psi Right DL 1.48 k Max 4.32 k Deflections Center Span... Dead Load Total Load Left cantilever... ueao Loaa t otat Loau Deflection -0.054 in -0.158 in Deflection 0.000 in 0.000 in ...Location 4.625 it 4.625 it ...Length/Deft 0.0 0.0 ...Length/Deft 2,062.9 703.95 Right Cantilever... 5.14 k Camber ( using 1.5D.L. Defl ) ... 17.717 in2 Deflection 0.000 in 0.000 in @ Center 0.081 in ...Length/Deft 0.0 0.0 @ Left 0.000 in 4.32 k Bearing Length Req'd 1.901 in Max. Right Reaction @ Right 0.000 in 1.901 in Stress Calcs Bending Analysis Ck 21.298 Le 0.000 it Sxx 82.259 in3 Area 41.563 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 10.00 k -ft 41.38 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.14 k 5.14 k Area Required 17.717 in2 17.717 int Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 4.32 k Bearing Length Req'd 1.901 in Max. Right Reaction 4.32 k Bearing Length Req'd 1.901 in N- Z7 *-N-- SY (�(2 + (,S) . 0(6 = , 0- 2Z w� ( Z iq Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815. Ver 5.5.0.25 -Sep -2001 (c)1983.2001 ENERCALC Engineering Software Description H-2 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 8:14AM, 24 OCT 02 Page 1 General Information { Span= 16.25ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Center Span 16.25 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Allowable Bm Wt. Added to Loads 7.4 k -ft Allowable Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000pcf E 1,600.0ksi Full Length Uniform Loads Center DL 63.00 #/ft LL 72.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK is Span= 16.25ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.645 : 1 Maximum Moment 4.8 k -ft Maximum Shear " 1.5 1.s k Allowable 7.4 k -ft Allowable 4.7 k Max. Positive Moment 4.77 k -ft at 8.125 ft Shear: @ Left 1.17 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.17 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.257 in @ Right 0.000 in Max. M allow 7.40Reactions... fb 775.63 psi fv 39.74 psi Left DL 0.59 k Max 1.17 k Fb 1,203.13 psi Fv 118.75 psi Right DL 0.59 k Max 1.17k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.171 in -0.341 in Deflection 0.000 in 0.000 in ...Location 8.125 ft 8.125 ft ...Length/Deft 0.0 0.0 ...length/Deft 1,138.0 571.26 Right Cantilever... Camber ( using 1.5D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.257 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 Cf 1.100 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 4.77 k -ft 47.60 in3 1,203.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,203.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,203.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.56 k 1.56 k Area Required 13.176 in2 13.176 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.17 k Bearing Length Req'd 0.537 in Max. Right Reaction 1.17 k Bearing Length Req'd 0.537 in is lo- of wz,m'010 Ks- L,Jzo:-Oqor-sp -9k m 0 iq I1 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 550100 User: KW -0604815. Ver 5.5.0, 25 -Sep -2001 (c)1983.2001 ENERCALC Engineering Software Description Typical rafter Title : Dsgnr: Description Scope : Timber Column Design Job # Date: 10:53PM, 10 OCT 02 Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 2x6 Total Column Height 4.20 ft Le XX for Axial 4.20 ft Rectangular Column Load Duration Factor 1.25 Le YY for Axial 1.00 ft Column Depth 5.50 in Fc 1,500.00 psi Lu XX for Bending 4.20 ft Width 1.50 in Fb 1,000.00 psi 1,891.41 psi Sawn E - Elastic Modulus 1,700 ksi F'bx : Allowable 1,257.20 psi 1,547.98 psi Douglas Fir - Larch, No.1 Cf:Bending 1.300 Loads 1,547.98 psi Rb: (Le d / b^2) ".5 15.489 Dead Load Live Load ShortTerm Load Axial Load 0.00lbs 500.00 Ibs 0.00 lbs Eccentricity 0.000in .36, (z) IL000 -;) . ZS x :Z - 9.16 Applied Moment Applied 8,640.00 in-# 0.00 in-# 0.00 in-# Max. Design Moment 8,640.00in-# 0.00in4 0.00 in-# Column OK Using : 2x6, Width= 1.50in, Depth= 5.50in, Total Column Ht= 4.20ft For Bending Stress Calcs... DL+LL DL+LL+ST DL+ST fc : Compression 60.61 psi 60.61 psi 0.00 psi Fc: Allowable 1,544.63 psi 1,891.41 psi 1,891.41 psi fbx : Flexural 1,142.48 psi 1,142.48 psi 1,142.48 psi F'bx : Allowable 1,257.20 psi 1,547.98 psi 1,547.98 psi Interaction Value 0.9194 0.0010 0.7380 Stress Details Fc: X -X 1,544.63 psi For Bending Stress Calcs... Fc: Y -Y 1,572.66 psi Max k'Lu / d 50.00 F'c : Allowable 1,544.63 psi Actual k'Lu/d 20.20 F'c:Allow' Load Dur Factor 1,891.41 psi Min. Allow k'Lu / d 11.00 F'bx 1,257.20 psi Cf:Bending 1.300 F'bx' Load Duration Factor 1,547.98 psi Rb: (Le d / b^2) ".5 15.489 For Axial Stress Calcs... Cf : Axial 1.100 Axial X -X k Lu / d 9.16 Axial Y -Y k Lu / d 8.00 ck e sT cl n c ol ne ( J, o- . of -,' K- & v -o,, -b -a 4l � /v 2 hhA-�v= 2�-3�)--,GOV/ M wig _ wi kk = y6 .oIS- + rdl o/S) .032-'," •.l9S�i� Seq P. --L ,olopj; oleo; 0/q wig _ wi kk = y6 .oIS- + rdl o/S) .032-'," •.l9S�i� Seq P. --L BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday, October 15, 2002 09.17 21 File Single 16" BCI® 600 DF Name - ff_1 : J01 Job Name - Matt and Christy Davis Description - Address - Specifier - City, State, Zip - Designer - Frank Glazewski Customer - Company - Frank M Glazewski - Architect Code reports - ICBO 4665, NER 446 Misc - 130, 3-1/2" B1, 3-1/2- 490 lbs LL 490 lbs LL 423 lbs DL 423 lbs DL General Data Ref. Load Summary Version: US Imperial ID Description OCS Dur. S Standard Left 00-00-00 1 0 PSF 0 PSF 2 100 Unf.Area Load Left Member Type: - Joist Number of Spans -1 Left Cantilever Right Cantilever - No - No Slope 0/12 OC Spacing 16" Repetitive Yes Construction Type Glued Live Load Dead Load Part Load Duration 0 PSF 0 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND'", VERSA -STUD@, ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 24-06-00 Load Type Ref. Start End Live Dead OCS Dur. Unf.Area Load Left 00-00-00 24-06-00 0 PSF 0 PSF 16" 100 Unf.Area Load Left 00-00-00 06-08-01 0 PSF 10 PSF 16" 100 Unf.Area Load Left 06-08-01 17-09-15 40 PSF 10 PSF 16" 100 Unf.Area Load Left 17-09-15 24-06-00 0 PSF 10 PSF 16" 100 Conc.Lin. Load Left 06-08-01 06-08-01 144 PLF 195 PLF 16" 125 Conc.Lin. Load Left 17-09-15 17-09-15 144 PLF 195 PLF 16" 125 Controls Summary Control Type Value Moment 5550 ft -lbs End Reaction 913 lbs Total Deflection U310 (0.948") Live Deflection U530 (0.555") Max. Defl. 0.948" (Limit: 1") Span/Depth 18.4 % Allowable Duration 77.7% @ 100% 44.9% @ 125% 77.4% 90.6% 94.8% Loadcase Span Location 2 1 - Internal 3 1 -Left 3 1 3 1 3 1 1 NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 3-1/2". Minimum bearing length for 61 is 3-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 0 BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday, October 15, 2002 09:24 ZZ BO, 3-1/2" B1, 3-1/2" 646 lbs LL 486 lbs LL 426 lbs DL 361 lbs DL General Data Version: US Imperial Member. Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 OC Spacing 16" Repetitive Yes Construction Type Glued Live Load File Single 16" BCI@ 600 DF Name - Floor joists : J01 Job Name - Matt and Christy Davis Description - Address - Specifier - City,.State, Zip - Designer - Frank Glazewski Customer - Company - Frank M Glazewski - Architect Code reports - ICBO 4665, NER 446 Misc - BO, 3-1/2" B1, 3-1/2" 646 lbs LL 486 lbs LL 426 lbs DL 361 lbs DL General Data Version: US Imperial Member. Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 OC Spacing 16" Repetitive Yes Construction Type Glued Live Load 0 PSF Dead Load 0 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMT"-, VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA-STRANDT"-, VERSA -STUD@, ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 24-06-00 Load Summary Control Type Value Moment 5364 ft -lbs End Reaction 979 lbs Total Deflection U351 (0.836") ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 24-06-00 0 PSF 0 PSF 16" 100 1 Unf.Area Load Left 00-00-00 01-00-00 0 PSF 10 PSF 16" 100 2 Unf.Area Load Left 01-00-00 17-09-15 40 PSF 10 PSF 16" 100 3 Unf.Area Load Left 17-09-15 24-06-00 0 PSF 10 PSF 16" 100 4 Conc.Lin. Load Left 01-00-00 01-00-00 32 PLF 150 PLF 16" 125 5 Conc.Lin. Load Left 17-09-15 17-09-15 144 PLF 195 PLF 16" 125 Controls Summary Control Type Value Moment 5364 ft -lbs End Reaction 979 lbs Total Deflection U351 (0.836") Live Deflection U532 (0.552") Max. Defl. 0.836" (Limit: 1") Span/Depth 18.4 %Allowable Duration 75.1% @ 100% 60.2% @ 100% 68.2% 90.1% 83.6% Loadcase Span Location 2 1 -Internal 2 1 - Left 3 1 3 1 3 1 1 NOTES: Design meets Code minimum (U240) Total load deflection criteria., Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 3-1/2". Minimum bearing length for B1 is 3-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing vi1 use 2 7T- i i -3 oio�= , 013. ry /,r) 73 (1, (S/z) , o 15 BOISE°,: iE"P. BC CALLa®_ 20U2 DESIGN NREPaORT - US Tuesday, October 15, 2002 09:322 File Single 1 3/4" x 16" VERSA -LAM@ 2800 DF Name - Floor joists : FB02 Job Name - Matt and Christy Davis Description - Address - Specifier - City, State, Zip - Designer - Frank Glazewski Customer - Company - Frank M Glazewski - Architect Code reports - ICBO 5663, NER 442 Misc - 1 2 3 4 [5s`..N 'N..s. 4`"1t WH�,�lF4fltyk.j.,�'�`� Pw� ^ �*if �y 's r.'yn x '•aa Yh sF1'�� p tw �� ! },. •r .fir r• �°r,Me:. �".a^.. +lli:;h v`.r ytt; ., "4R .:'t",f:�. a!3`� '&.. .'PY�ne�c!'}i,rf'2 t� .h:'' �z?rtiH BO 782 lbs LL 1258 lbs DL General Data 8600 ft -lbs Version: US Imperial Member Type: - Floor Beam .Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 12-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 0 PSF 0 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND-, VERSA -STUD@, ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 B1 549 lbs LL 646 lbs DL Total Horizontal Length - 24-06-00 Load Summary 8600 ft -lbs End Shear 1719 lbs Total Deflection U318 (0.923") Live Deflection U668 (0.44") Max. Defl. ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-06-00 0 PSF 0 PSF 12-00-00 100 1 Unf.Lin. Load Left 00-00-00 01-00-00 0 PLF 13 PLF n/a 100 2 Unf.Lin. Load Left 01-00-00 06-09-15 56 PLF 173 PLF n/a 100 3 Unf.Lin. Load Left 06-09-15 17-09-15 53 PLF 13 PLF n/a 100 4 Unf.Lin. Load Left 17-09-15 24-06-00 0 PLF 13 PLF n/a 100 5 Conc.Pt. Load Left 06-09-15 06-09-15 230 lbs 217 lbs n/a 125 6 Conc.Pt. Load Left 17-09-15 17-09-15 192 lbs 260 lbs n/a 125 Controls Summary Control Type Value Moment 8600 ft -lbs End Shear 1719 lbs Total Deflection U318 (0.923") Live Deflection U668 (0.44") Max. Defl. 0.923" (Limit: 1") Span/Depth 18.4 % Allowable Duration 51.0% @ 100% 32.3% @ 100% 75.3% 71.8% 92.3% Loadcase Span Location 2 1 - Internal 2 1 - Left 3 1 3 1 3 1 1 Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing C, C 0 U� r0 cv N C14 Ell t I �,--T I i li I (O,ts I lei WL 1-1 1z LS z"AS S's/z (,0(0) oze-/, wZ - '110 Ict -1 P(C; SIS -17- J44 I LS 0 BOISE" BC CALC@ 2002 DESIGN REPORT - US Tuesday, October 15, 2002 09:34 Z6 File Double 1 3/4" x 16" VERSA=LAM@ 2800 DF Name - Floor joists : F1303 Job Name - Matt and Christy Davis Description - Address - Specifier - City, State, Zip - Designer - Frank Glazewski Customer - Company - Frank M Glazewski - Architect Code reports - ICBO 5663, NER 442 Misc - W W BO B1 961 lbs LL B93 lbs LL 1059 lbs DL 1059 lbs DL General Data 11950 ft-Ibs Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 12-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 0 PSF 0 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND-, VERSA -STUD@, ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 24-06-00 --- ------- Load Summary 11950 ft-Ibs End Shear 1964 lbs Total Deflection U441 (0.667") Live Deflection U847 (0.347') Max. Defl. ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-06-00 0 PSF 0 PSF 12-00-00 100 1 Unf.Lin. Load Left 00-00-00 06-08-01 0 PLF 28 PLF n/a 100 2 Unf.Lin. Load Left 06-08-01 16-03-00 110 PLF 28 PLF n/a 100 3 Unf.Lin. Load Left 16-03-00 24-06-00 0 PLF 28 PLF n/a 100 4 Conc.Pt. Load Left 06-08-01 06-08-01 400 lbs 540 lbs n/a 125 5 Conc.Pt. Load Left 17-09-15 17-09-15 400 lbs 540 lbs n/a 125 Controls Summary Control Type Value Moment 11950 ft-Ibs End Shear 1964 lbs Total Deflection U441 (0.667") Live Deflection U847 (0.347') Max. Defl. 0.667" (Limit: 1") Span/Depth 18.4 % Allowable Duration 35.4% @ 100% 14.8% @ 125% 54.4% 56.6% 66.7% Loadcase Span Location 2 1 -Internal 3 1 - Left 3 1 3 1 3 1 1 NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing WrL' Iu/z (.0 +,OIS--3(oSKI/ N;1IN C,! Cl., ( j l(c 30 f1WndFdeslgn ualues�; l�lnifolm B ildli C tl T b1e 16 FIS 5 , Exposure; B 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; Importance factor; 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Basic wind speed; 75.00 mph qs 0.0155 psf 0.0176 0.0195 Roof pitch; -in ' 12 angle le 39.81 degrees g 0.0136 0.0143 PRIMARY FRAMES AND SYSTEMS ROOF .0.0207 0.0223 0.0240 0.0253 0.0280 Upward Enclosed and unenclosed structures; r2'30 - 0.0234 Direction 0.0271 0.0287 Ht.. <0'-155 <205 <255 <305 <405 0.0136 0.0143 0.0158 Ce 0.62 0.67 0.72 0.76 0.84 0.0143 WALLS `�Cq Slope >12:12; Use wall values Windward walls; 080 ``' 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls; x0..50, s.r r 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; 0.0207 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF 0.0176 0.0195 Outward Slope 2:12 to 7:12; 0 80' 0.0072 Wind DerDendicular to ridoe: 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; 170 Leeward or flat roof;'0 70 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 9:12 to 12:12 r -r - .a 0.0036 0.0039 0.0042 0.0044 0.0049 Inward Roof total; 0.0099 0.0107 0.0115 0.0121 0.0134 Wind parallel to ridge and flat roofs070 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; 120'v 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; 1x20 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures;".1::60: 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 1 30 .0.0117 0.0126 0.0136 0.0143 0.0158 Outtiin ROOF .0.0207 0.0223 0.0240 0.0253 0.0280 Upward Enclosed and unenclosed structures; r2'30 - 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope < 7:12; NIP,""0. 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; 0-� 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; ridges, and canopies. 2.80. 0.0252 0.0272 0.0292 0.0309 Slope < 2:12; 1y7�0` 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; 1,.60.E 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; 0 80' 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; 170 0.0153 0.0165 0.0177 0.0187 0.0207 Outfin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers; 1.:50 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 9:2 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 .0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 r2'30 - 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 C °60 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 2.80. 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 3( :Seismicf ors,.f5o structu",6 �7 1:097 YO RM Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor System description: (Table 16-N) 1a. Wood structural panel walls... R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor hn feet Input C, from table 16-R: Input Nv from table 16-T: Cv N v Input Ca from table 16-Q: Ca Calculate numerical coefficient CT: Building frame system: I Wood framed and all other buildings CT 0.020 For all structures, the value T may be {approximated from the following formula: T = CT (h�)314 0.11 sec. (30-8) . The total design base shear shall be determined per UBC 1630.2: V=[(C,*I)/(R*,T)]xW= 0.87 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)/R.x W = 0.164 W (30-5) The total design base shear shall not be less than the following: V = 0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)/R (W)= 0.044 W ;1OQ�' F = 0.164 W Design factor for structure ti 32 ` OWL, Ii grAceo VOA Llhe If tYi�LZ�` �J 3Im - 5011j1v'k4 d(Z?el✓a&4... r� .w C N CV C•: N (NC: ire ci = HOZ(. oly +,012) .IbN/I,q = I Li`l w`llf cf Gl�eCIL Wind Cf cQr2p� ©sers►�«— I bus w�ST�, i ,Sr 3'S fr i c,�Z= 3E�.orH +•or2> • l6`1 = ,162��� 3q q. `i 3,5 R�+g = 3,o0t 2,s- = S,SIII- V ` 3.19 I- F- w w u.! www T_S"T Ui (i) C` C` O �noc� - N :, N (01- y CV .i C�.QST/v�eST, IP► Gil) T 74 r �f = olN+,0(7, ,ray = .o6,��li Ry NO 22-1,11 5:1 S H EE 7 S ' " 22-1,142 10£1 SHFU TS /!lillf=i1 d 22-144. .200 S,lir_-S 0 7� N --C 7r d i O o-� o G �^ �d v 1< F 0 !L LV ❑! W. UlL STT U7 W U) Hca i o0 N 11r C.! CJ CI M. cm r: Q c'), �S WesT• w 1 w-5 13 y Oq) .ofZG 4 10,3(,0107)= (,j (/z+ -S) .0(-1(0. " 5,83 ('107) , Ly (q12- +,$), D I Z(� v&rv, W3 0126 WL) gq: '3,2&v' Rc- q, - 4S t- W3 AT B W L Zq, 69,1 3q Shearwallschedule`�1u fo Buil n =cower-*: 9 Mark Description 1 318" cdx plywood with 8d nails at 6", 12" o.c. 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. I 3 3/8" cdx plywood with 8d nails at 3",12" o.c. 1 4 112" cdx plywood with 10d nails at 6", 12" o.c. 5 112" cdx plywood with 10d nails at 4", 12" o.c. 1 6 1/2" cdx plywood with 10d nails at 3",12" o.c. I 7 5/8" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Commons�� �� � Boxnails��" -fix t:,11H,QA MPRO WltI OpF- 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600pif, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. vl O Wall line analysis Shearwall Summary Date 10/18/02 Description; Davis residence Level; Main Line; 0 P lateral 2.010 kips Total wall length; 9.160 feet Wall framing species; HF Shearwall; Side 1; Side 2; Description: 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.611 feet None Shearwall v; 0.219 kips/ft Okl If user -defined SW used; Description; -. . , :v v allow Sill nailing; ❑ Applicable? Mark v cap 2 0.312 kips/ft 13 0.000 kips/ft v allow; 0.312 kips/ft 0:000 kips/ft 0.134 = 0.611 feet 16d sinker good for 0.134 kips/each 0.219 ��r 1.6d nails at-, . X16 .- inches o.c. at. SW Anchor bolts; 0 Applicable? Design v 0.219 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.327 feet ,, 0.219 1/2" dia. good for 32 0.730 kips/each X1/2" dia:°at s:; ` 9' inches.o.c. max.' Applicable? Connector A35 0.450 kips/each Length of attachment; 11.67 feet d Design v; 0.172 kips/ft ;Connectors . inches o.c. max: Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.219 kips/ft A35 at.,, t .'.0: inches o.c. max. Page 1 I Line geometry Date 10118/02 Shearwall summary Line geometry and collector forces Davis residence Level Main Line 3 ' V1 v, V2 v2 V3 v3 V4 ,v4 Segment Desc. Wall Opening 2.01 0.08 T:., Force 13:00 0 ' 13.00 4.1 y ' �; . •� �. �...:.. 6 w 4.16 y -1.060 2.50 0 2.50y 4. -0.486 5.00 w:. 5.00 ' } Y.:. ' ` �, .. ': -0.690 x. 0.000 • Vii,.- ,*:.. -ti�l:. 0.000 • f 0.000 ++ r ii ^,y+ ° x a1 0.000 ^F<„ 0.000 0.000 i + 0.000 0.000 0.000 0.000 11t t V. {�,t"tpt3` c ��. ttn 7ff r {u�° r�� �+,� �+4 �.p y� 1' 4 . t+ yv iy',r �Ni �'.�yt) F"� r'• -�. � � t�� � � 3 .`�'�e':csi 0.000 .1 rS^'1r*A� � �SY',iz7 •5= .'•r�:'3d1�5., �:�i ���� 0.000 i 1 4S.t 0.000 {, .. 0.000 Page 1 c ' qJ J`t.. 0.000 0.000 - rR.;^ ,.,„ :� ,:t a ♦� 0.000 wr ' ' ; y ii}•'' .1`{'k` .Y r .�¢ ^ t 7. 0.000 v �w w .: r f . .y, .,• ia.5. k . 0.000 • rJ t N :r .�r',+ rA7i 'y5 s1 rr� �'.t x J" iii 0.000 0.000 ti i;,r'f 0.000 :ly.•t t•�y:,r1;{,v,'7,w.t,F, Total lengths 9.16 15.50 Maximum collector force; 9.060 kips 16d nail good for; 0.115, kips/each Splice; 9 16d nails, where used Page 1 c ' qJ Wall stability Level Main Line Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf �z Stability details 3 . v 0.219 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Date 10118/02 Shearwall Dead load trib. Lengths v v v v S E 2 ., o Y E � C w AlN>g HoldownQ, .0j CD ~C) 0 p 4.16 9.00 9.00 0.090 8.2 0.5 3:66'• 2.15 2.15 HTT1612-2x 5.00 9.00 9.00 0.090 9.87 0.75 4.50 2.08 2.08 HTT16/2-2x st t t. • .1' q S i'. `�` s•� msµ; i . .�;: V Page 1 Cf' V= •3�'K CSerSv���) fie" a, 6 Perforated shearwall Based on empirical design method developed by Sugiyama and further documented and tested in APA Report 157 Job name Davis Line 3.1 Level O1 Total wall length L 13''60'ti feet plateral ; 0 46 " ki s Wall height (h) z1r;90'0_ feet A wall = 122.40 feet` Openings: Width Height O(1)w 2.50 feet O(1)h 6.00 feet Area 15.00 feetf' O(2)w 2.50 feet O(2)h 6.00 feet Area 15.00 feet" O(3)w 2.50 feet O(3)h 6.00 feet Area 15.00 feet"1 O(4)w 0.00 feet O(4)h 0.00 feet Area 0.00 feet"` O(5)w 0.00 feet O(5)h 0.00 feet Area 0.00 feet'2 O(6)w 0.00 feet O(6)h 0.00 feet Area 0.00 feet"1 O(7)w 0.00 feet O(7)h 0.00 feet Area 0.00 feet2 O(8)w 0.00 feet O(8)h 0.00 feet Area 0.00 feet'2 O(9)w 0.00 feet O(9)h 0.00 feet Area 0.00 feet"` O(10)w 0.00 feet O(10)h 0.00 feet Area 0.00. feet` E Area 45.00 feet Calculate Opening Area Ratio ((x): a = F-Aopenings = 0.368 A wall Calculate Wall Length Ratio (a): Input total length of full -height wall segments: 6.10 feet a = E fuirhe�ht wall segment = 6.10 = 0.449 L wall 13.60 Calculate Sheathing Area Ratio (r): r = 1 = 0.550 1 +((X/R ) Calculate Shear Ratio (F): F = r = 0.289 3-2r Net effective shearwall length: Length (1) = 3.93 feet Shearwall v = Shearwall 0.116 kips/ft ql 9S Wall line analysis Shearwall Summary Date 10/21/02 Description; jDavis residence Level; Main Line; P lateral 4.403 kips Total wall length; 13.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1;3/8" cdx plywood with Sd nails at 3", 12" o.c. 3 0.402 kips/ft None Side 2; 13 0.000 kips/ft Connector I A35 0.450 kips/each Length of attachment; 29.00 feet , Design v; 0.152 kips/ft mches`o c: ;max ;. Connectors at rim joist to mudsill/cripple wall top plate; El Applicable? T � Shearwall v; 0.320 kips/ft Okl v allow; 0.402 kips/ft If user -defined SW used; Description; - v allow 0.000 kips/ft Sill nailing; 0 Applicable? 0.134 = 0.418 feet 16d sinker good for 0.134 kips/each 0.320 416d nails jat 5 inches o.c. at SW. Anchor bolts; 2] Applicable? Design v 0.320 kips/ft ❑ 3 x Sill plate? ElDouble anchor bolts? 0.730 = 2.279 feet d 0.320 112" dia. good for �� 0.730 kips/each rat/2" tiia at cheso.c.,max..: Applicable? v 0.320 kips/ft A35 at 0 inches o.c. max. Page 1 n Line geometry 1 Date 10/21/02 Shearwall summary Line geometry and collector forces 4 . Davis residence Level Main Line 4 V1 v, V2 vz V3 v3 V4 v4 Segment Desc. Wall Opening _ji4.*40,j 0.07 <:• Force 14.00 0 14.00 y 2 5.50 w 5.50 y -1.049 516 0� 15.00 0; 15.00 y 0.300 G 8.25 ;w . ; 8.25; y, o,r t ';' t�; - .824 16.00 .0 16.00 y z 1.199 t,o (tY _1 4" S ;^I 0.000 0.000 0.000 0.000 0.000 } 0.000 0.000 0.000 •tip t .. y�.?i o� r,.y,;;.ra„ e�t1F`�� !w: it 4 0: r a ty r l i t.•7'.:{ 0.000 0.000 0.000 0.000 0.000 41 <.. � '; Y� 0.000 A:* t }„ 0.000 '4 i l' t �� (4 • �. �S WV.2 � �j� ..!`. oit.l t..�i . y •. E `F'�Y4 r•� 0.000 1Ns ,i jr``i!•+#W Yi 1y Pi?: 1' + f. �;7 L+:• } F�E� ^'7 '.•� 0.000 4: 0.000 0.000 0.000 .. G-.'M'.•,;i k110F:Hra.�p.r. - �:fi ; 0.000 Total lengths 13.75 45.00 Maximum collector force; -1.199 kips 16d nail good for; 0.115 kips/each Splice; 10 16d nails, where used Page 1 Wall stability Level Main Line Assembly dead loads; Roof; 0.'014, ksf Floor; 0.011. ksf Wall; ..0.010: ksf H� Stability details 4 v 0.320 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Date 10/21/02 Shearwall Dead load trib. Lengths O O3 c v v C N C Y n N = v O oCD 5.50 12.00 12.00 14.00 0.316 21.1 4.3 :5.00.* 3.45 " 3.45 HTT16/2-2x 8.25 9.00 9.00 0.090 23.78 2.76 ; 7.75,; 2.75 2.75 HTT16/2-2x J:. J -t Page 1 !I w U: 14 20 ZIVV% e A: m Ste. p p, H± 53 ct .dam Stell hit X- Leg-& o2-5( it's) lz = 3,y5 1h ,65 GalCLA IC -f o, q6 E 20 1,23 (3 i2 7 Ude des ox m o �' Sa RAM RAM Advanse File \\Vaio\d\Frank\02-067 Davis\Frame.AVW Units Kip -ft Date 10/21/02 2:02:39 PM Steel Code Check AISC design Design code A S D Note.- Plane 1-2: Design for bending moment about axis 3 and shear force parallel to axis 2 Plane 1-3: Design for bending moment about axis 2 and shear force parallel to axis 3 Load conditions included in the design: - C1=0.9dl+0.72eg1 - C2=0.9dl-0.72eg1 - C3=1.65eg1 - C4=-1.65eg1 - C6=dl+0.72eg1 - C7=d1+0.7511+0.75rll+0.54eg1 - CB=dl+0.7511+0.75rll-0.54eg1 - C9=d1+11 - C10=dl+11+rll - C11=dl-0.72eg1 MEMBERI DESCRIPTIONCOL 1 Section : W 8x40 Material : A50 Floors : 0 - 0 Fy : 7200.00 [Kip/ft2] Plane 1-2 Plane 1-3 DESIGN PARAMETERS L [ft] 11.50. 11.50 Lb [ft] 11.50 - K 2.00 1.00 Lateral bracing No No CONTROLLING FORCES - SHEAR Load condition : C3=1.65eg1 Distance [ft] 0.00 (0%) Shear [Kip] -7.13 0.00 Torsion [Kip"ftj 0.00 - CALCULATED PARAMETERS fv [Kip/ft2] 345.74 0.00 Fv [Kip/ft2] 2880.00 2880.00 ftor [Kip/ft2j 0.00 - Ftor [Kip/ft2] 2880.00 - SHEAR CHECK fv/Fv 0.12 0.00 ftor/Ftor 0.00 - CONTROLLING FORCES - BENDING Load condition : C4=-1.65eg1 Distance [ft] 11:50 (100%) Moments [Kip'ft] -79.65 0.00 Axial force [Kip] -15.92 - Pagel CALCULATED PARAMETERS DESCRIPTIONCOL 1 Section fa [Kip/ft2] 194.16 - Fa [Kip/ft2J 2778:91 - fb [Kip/ft2] 3849.02 0.00 Fb [Kip/ft2] 4320.00 5400.00 DESIGN PARAMETERS KUR 78.09 67.68 Cb 1.75 1.00 Cm 0.85 0.85 Fe [Kip/ft2] 3526.66 4694.02 Curvature Single Single INTERACTION EQUATION 345.35 0.00 fa/Fa = 0.07 (compression) 2880.00 Controlling equation H1-3 = 0.96 - Status OK - MEMBER2 DESCRIPTIONCOL 1 Section : W 8x40 Material :A50 Floors :0-0 Fy : 7200.00 [Kip/ft2] Plane 1-2 Plane 1-3 DESIGN PARAMETERS L IN 11.50 11.50 Lb IN 11.50 - K 2.00 1.00 Lateral bracing No No CONTROLLING FORCES - SHEAR Load condition : C4=-1.65eg1 Distance [ft] 0.00 (0%) Shear [Kip] 7.12 0.00 Torsion [Kip•ftJ 0.00 - CALCULATED PARAMETERS fv [Kip/ft2] 345.35 0.00 Fv [Kip/ft2] 2880.00 2880.00 ftor [Kip/ft2] ; 0.00 - Ftor [Kip/ft2] 2880.00 - SHEAR CHECK fv/Fv 0.12 0.00 ftor/Ftor 0.00 -- CONTROLLING FORCES - BENDING Load condition : C3=1.65eg1 Distance [ft] 11.50 (100%) Moments (Kip'ft] 79.55 0.00 Axial force [Kip] -15.92 - CALCULATED PARAMETERS fa [Kip/ft2] 194.17 - Paget 0 MEMBER3 DESCRIPTIONBEAM 1 Section : W 12x35 SZ ' Fa [Kip/ft2] 2778.91 - fb [Kip/ft2] 3844.39 0.00 Fb [Kip/ft2] 4320.00 5400.00 DESIGN PARAMETERS No No KUR 78.09 67.68 Cb 1.75 1.00 Cm 0.85 0.85 Fe [Kip/ft2] 3526.66 4694.02 Curvature Single Single INTERACTION EQUATION fa/Fa = 0.07 (compression) 0.00 Controlling equation Hl -3=0.96 2880.00 Status OK - MEMBER3 DESCRIPTIONBEAM 1 Section : W 12x35 Material : A50 Floors :0-0 Fy : 7200.00 [Kip/ft2] Plane 1-2 Plane 1-3 DESIGN PARAMETERS L [ft] 10.00 10.00 Lb [ft] 2.00 - K 1.00 1.00 Lateral bracing No No CONTROLLING FORCES - SHEAR Load condition : C3=1.65eg1 Distance [ft] 0.00 (0%) Shear [Kip] 15.92 0.00 Torsion [Kip•ft] 0.00 - CALCULATED PARAMETERS fv [Kip/ft2j 611.34 0.00 Fv [Kip/ft2] 2880.00 2880.00 ftor [Kip/ft2] 0.00 - Ftor [Kip/ft2] 2880100 - SHEAR CHECK fv/Fv 0.21 0.00 ftor/Ftor 0.00 - CONTROLLING FORCES - BENDING Load condition : C3=1.65eg1 Distance [ft] 0.00 (0%) Moments [Kip'ft] 79.64 0.00 Axial force [Kip] -6.71 - CALCULATED PARAMETERS fa [Kip/ft2j 92.80 - Fa [Kip/ft2] 2787.47 - fb [Kip/ft2j 2987.38 0.00 Page3 Fb (Kip/ft2] 4752.00 5400.00 DESIGN PARAMETERS KUR 22.82 78.26 Cb 2.30 1.00 Cm 0.85 0.85 Fe [Kip/ft2] 41277.66 3511.36 Curvature Single Single INTERACTION EQUATION fa/Fa Controlling equation Status = 0.03 (compression) Hl -3=0.66 OK Page4 S3 w:u: uIL! u! T. r .r_ o; v c:; M910; .v- (.I C, N (V Pry.¢. = p,Q� - s7-1 p2 : kola �ze�='I,GS'`/ Foot2000'ver. 1.0, Copyright ° 1999-2000 Spyder Software Company Info Frank M. Glazewski; Architect 21 Delaware Drive Chico, CA, 95973 Phone: (530) 343-4630 Fax: (530) 894-8164 E-mail: 10/21/02 2:28:39 PM Project Info Project: Davis Location: Chico, Client: Job No.: Footing Id: Grid? FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 16.00 3.00 18.00 Column & Wall Data: Type Center Length Width ft. ft. in. Column 1 Other 3.00 8.00 8.00 Column 2 Other 13.00 8.00 8.00 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 343 / 1,000 n/a 1,019 / 1,330 Beam Shear Stresses: Section: 1 ........................... 5.68 psi Stirrups not required Punching Shear Stresses: Column 1 ........................... 4.96 psi Column 2 ........................... 4.96 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Footing Top Steel Bottom Steel Transverse Stirrups Sections: int, Design in=, Design int/ft, Spacing in7, Spacing Section: 1 Strength:.. 0.09 1-#4 0.33 2-#4 0.03 #4 @ 70.Oin. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.71, 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY Mz FY Mz FY Mz FY Mz FY Mz Column:1 1.58 0.00 1.08 0.00 n/a 6.89 0.00 n/a Column:2 1.58 0.00 1.08 0.00 n/a -6.89 0.00 n/a S� I. Foot2000 ver. 1.0, Copyright o 1999-2000 Spyder Software 10/21/02 2:28:39 PM Footing Id: Grid? Page: 2 Col#1 Col#2 0 -ft. I i i i i FS #1 1 1 1 1 1 1 1 1 1 i V, kips 0 M, Bearing psf 0 Defl, in. 0 5.1 kips 8.5 ft -kips -5.1 kips -2.6 ft -kips 16 -ft. 1,019 psf 0.340" 56 CO I u -,4 C., - w lb Y 14 a fou r�e$ 7,3 I U1 -W ee. 55 c: 04 C�.. C\ C.", affac,6%e,,,+ of P(ak �V "S P:: G, B Z/ 1. 4 v-- q,B -T "- -31q`� Golf G,oJcA -Aw. /,S -3- s RAM BasePlate V1.2 Frank Glazewski Davis residence Grid 7 frame M A t CE X Summary Design Results 10/21/02 14:44 CRITERIA: Analysis Maintain Strain Compatibility Use min. effective plate area for axial only compression load on plate. Design Use ASD 9th to check plate bending Max concrete bearing per AISC J9. Anchor Shear Check Per RISC Specifications. Anchor Tension Check Per AISC Specifications. Optimization Reposition Anchors With Plate Optimization INPUT DATA: Column Column'Size ............................. WBX40 Dim: BfTop TfTop BfBot TfBot TW Depth (in) 8.07 0.560 8.07 0.560 0.360 8.25 Base Plate Plate Fy (ksi) ........................ N (Parallel to Web) (in) ................ B (.Perpendicular to Web) (in)........... Plate Thickness (in) .................... Anchor Anchor Size ............................. Anchor Area (in^2)....................... Anchor Material ......................... Anchor Modulus (ksi) ................. Anchor Strength Fu (ksi) ............. Thread Included in Shear Plane Footing Footing Strength f'c (ksi) ........... Concrete Modulus (ksi) .............. Dimension (Parallel to web) (ft)........ Dimension (Perpendicular to web) (ft) 50.000 Seismic 14.250 (Opt) 11.250 (Opt) 0.500 (Opt) 3/4" 0.442 A307-60 29000.00 60.00 2:50 2850.00 1.50 1 00 Load Combination Building Code: UBC 97 1) 1.00DL 2) 1.00DL + 1.00RLL 3) 1.00DL + 0.88E 4) 1.00DL - 0.88E Page 1 Wind Seismic ... 9.65 Load Case Data Dead Live Roof Axial (kip) ................. 1.56 0.00 1.08 Mx (kip -ft) ................. 0.00 0.00 0.00 Vx (kip) .................... 0.00 0.00 0.00 Load Combination Building Code: UBC 97 1) 1.00DL 2) 1.00DL + 1.00RLL 3) 1.00DL + 0.88E 4) 1.00DL - 0.88E Page 1 Wind Seismic 0.00 9.65 0.00 0.00 0.00 0.00 W RAM BasePlate V1.2 Frank Glazewski Davis residence Grid 7 frame M_ A t 0; X Summary Design Results 10/21/02 14:44 RESULTS: Plate Bending Max bending moment from anchor/s #1 in tension Controlling Load Combination No = 4 Allowable Stress Increase Factor .................... 1.33 Controlling effective width to resist moment (in) ... 3.206 Controlling plate bending moment (kip -ft) 0.25 fb(ksi)......................................... 22.09 Fb(ksi)......................................... 49.88 fb/Fb............................................... 0.44 Anchors Max. Shear .............. 0.00 Max. Tension (kip)..... 1.73 Anc. No = 1 Combo No = 4 Max. Interaction Value. 0.15 Anc. No = 1 Combo No = 4 Bearing Controlling Load Combination No = 3 Allowable Bearing Pressure (ksi) ................. 1.73 Max Bearing Pressure (ksi) ....................... 0.14 DIAGRAM: Page 2 0 1 0 3 Y(in) 0 2 0 4 4.125 W8X40. 4.125 # X(in) Y(in) 1 -5.625 4.125 2 5.625 4.125 3 -5.625 -4.125 4 5.625 -4.125 PL 14.25 X 11.25 X 0.50 (in). 4 - 3/411 A307 Anchor Bolts ollectot- 4-vczj- cf ot-ld (r, U) r., W. U.1 LLJ, V) 1— C: : cQ N Cv'. 6/ �3 Line geometry Date 10/23102 Shearwall summary Line geometry and collector forces Davis residence . Level Main Line C V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening - 4.75"10.09 1 Force 17.00 w 17.00 y 5.25 0 5.25 y 3.174 SpS3 29.00 0 29.00 y 2.688 D S Gf ' 0.000 .-. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 i . k 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6, 0.000 0.000 0.000 Total lengths 17.00 34.25 Maximum collector force; 3.174 kips 16d nail good for; 0.115 kips/each Splice; 28 16d nails, where used Page 1 Wall stability Level Main Line Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.010, ksf 69 Stability details C v 0.279 kips/ft Design controlled by; Wirid ' Dead load reduction factor; 0.667 Date 10/23/02 Shearwall Dead load trib. Lengths O f0 s v — c �- o ti ~ Y I U Y C a� Y M Holdown �, C N O N •� = fd O Or O LLIj Y J `E!' O N a d F- v O p F- O a 17.00 9.00 9.00 12.00. 0.258 42.8 24.9 16.50 1.59 1.59 HTT1612-2x6 tqn Page 1 6s Wall line analysis Date 10123/02 Shearwall Summary Description; jDavis residence Level; Main Line; P lateral 3.250 kips Total wall length; 14.750 feet Wall framing species; HF D Shearwall; Side 1; Side 2; r)ascrintinn- 3/8" cdx plywood with 8d nails at 4", 12" o.c. None Mark v cap 2 0.312 kips/ft 13 0.000 kips/ft Shearwall v; 0.220 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0:000 kips/ft Sill nailing; O Applicable? 0.134 = 0.608 feet 16d sinker good for 0.134 kips/each 0.220 16d nails at:' 7 inches o.c..at SW Anchor bolts; ED Applicable? Design v 0.220 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.313 feet 0.220 112" dia. good for 3 Z 0.730 kips/each 112".dia. at F A'_� ,..; ;inches o.c: max:..; ' Applicable? Connector A35 U 0.450 kips/each Length of attachment; 14.75 feet U Design v; .0.220 kips/ft, Zq Connectors inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable?. v 0.220 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Date 10123102 Shearwall summary Line geometry and collector forces Davis residence Level Main Line D V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 3.25 0.07 Force 14.75 w 14.75 y 32.50 0 32.50 y 2.235 OS 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 14.75 32.50 Maximum collector force; 2.235 kips 16d nail good for; 0.115 kips/each Splice; 19 16d nails, where used Page 1 D N N CD 23 Cr e' o0 00 m a) CD_ 0 nL Q N r m (D d 0 Lengtn of En shearwall 0 0 o r N 0 c Height - o Wall (ft.) 0 a ( O O U CL Roof (ft) a v r CD Floor O ft `Q ti } W dl 0 co C> (kips/ft) O.T.M. N3 (ft -kips) D.L.R.M. a, C_n (ft -kips) Lengtn between cNn -, Tie force V v' (kips) a Tie from above (kips) P total (kips) 2 -i rn N = O N � Q• O 7 D N N CD 23 Cr e' o0 00 m a) CD_ 0 nL Q N r m (D d 0 o CD rR N v Q COCoQ � m Q o c � n. o' Cr n 0 1 0 N N O Cn Cr U) N Cr Q C w 0 0 o r 0 0 0 CD ( C U v o CD rR N v Q COCoQ � m Q o c � n. o' Cr n 0 1 0 N N O Cn Cr U) N Cr Q C w January 9, 2003 Matt and Christy Davis 1261 Calla Lane Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX W Coe V J� Frank Glazewski, Architect 1370 Ridgewood Drive, Suite 10 Chico, CA 95973 Assessor Parcel Number: 039-460-083 part Building Permit Number: 02-3312 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: F"Ihl- 1. Specify the requirements for welding special inspection. Note that the special inspector / must be approved by the Building Department prior to the issuance of a permit. �+r'�' 0/ What hannens underlhe stairs, both in the Garage and between the Bath and Launder? L WNa 3. Provide a complete building section ()?4?) across the Garage, through the stairs, landing and hall beyond.1116so provide a complete buildin section of the main residence in either / dire �e� �Tft�t 0,►:0a!i2 s'Tti4i Qs'P <,gtT l c fS F.2 &Ar"J ®V' Specify stringers and�fire'protection4t el -stairs. xTio,, 16,4 NW 5.1/ Provide fireplace listing, or require that it be at the job site for review by the inspectors. K . �'+A�"'6 �✓ Include Bonus Room storage areas as living space, on the application, drawings, and Title 24 calculations. —62001 o4 GAiC� ) A4� lEHRA 7. ✓ INFORMATION ONLY: the detached garage must be submitted as a separate packaged Av%. PRS All comments relative to that garage will be part of that permit application responses. / 1-400 8. ✓ Specify the method of achieving the Garage 1 -hr separation. The plan shall not � R*.)/ protection of the ceiling and all supporting members and walls. L.41 -W 9. V Roof Plan note 3 refers to Exterior elevations for gable end vents. None are shown on the Rof= Porl) Tt"$s /Exterior Elevations. Please calculate and specify method of achieving required venting. f�, �,4p4j 10.�V Detail framing of the Kitchen ceiling. w 11 ✓The Garage roof framing is not shown on the Roof Plan. Please provide same J 1 of 2 L�KwIJ 12. p/ Please show the framing of the Bonus Room balcony. J rVOr1nTVSIGc� f POU".oeMa4.) 1.4N1J O" )Tease specify method of rc,= viding combistion air to the FAU at the onus:Room.; L4ow 14.V' Specify safety glazing at the pair of 3050 adjacent to the entry doors. F't,� fc&Q r 4' 1' L-4 ter✓ 15. ✓ Provide dashed shear wall symbol at the 5.0' shear wall Line 3, Sheet 1. 1:,, Z Appi t,,%wu 16. ✓ Floor girders are shown on the Foundation Plan as cantilevered or otherwise not bearing on the stem wall. Please clarify. \PAIJ STRUCTURAL COMMENTS: (-Qa-1. Show sheathing at manufactured blocking panels, detail C/7. l Awv, 2. The truss manufacturer did not include the blocking panels per C/7 in their package. Please provide same. rgirIA- 3. Provide an elevation view of the moment frame and it's integration into the framing. Note that detail 4/S2 appears to reflect the column extending beyond the beam. rl*-V-4. Detail 9/S2: the designer shall ascertain members thickness and specify plugs as required. JIV� 5. The architect shall certify review of the [specified] truss package with concurrence of loads and spans. lam`- 6. Detail the connection(s) at truss C4 per item #7 of the truss.calcs, truss F9 item #9, D1 item #9, C 1 #8, etc. F44r4- 7. Clarify the intent of truss B 1 note #9. r%cMal- 8. Truss C4 must reflect a 2.OK drag capacity. PWAL-9. Truss F9 must reflect a 1.1 K drag capacity. %:_� 10. Sheet 4: the moment connection detail reference should read 04/S2. ��- 11. The 8.5' shear wall, type 2, Line 4 is a plumbing wall. Detail plumbing/notching to maintain the integrity of this shear wall. 1ra.ak,- 12. When using two different R factors in the same orthogonal direction, you must uniformly use the lower value. Accordingly, use R=4.5 in those walls parallel the moment frame. If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 9:00 a.m. and 4:00 p.m., Tuesday through Thursday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2 PLAN REVIEW RESPONSE FORM In order to expedite the review of your p404 pkm complete the fbIlowlap Wormation Aad Ili, form is not complete, as to all co"Wdon item& aro WW riot be able to accept your to-rubmlteal form mes your . response to every item teque w in our plea oorbcdon letter. "By othecs�'. is not coasidee+ai a valid T� response to a& item Aad the loadon where the Inftmadoa = be fonad on the pWWala. ATTACH THU FORM TO A COPY OF =a PLAN REVIEW LETTER AND RETURN WITH urvolm X10 OWNERS NAME _. .. _. _.. ... _ .__ ...._. ....... DATE: f • ... ASSESSORS PARCEL NUMBER PERMIT NUMBER 0'31- 4(oo AZ -C) RESPONSE FOR PLAN CHECK LETTER DATED: K R>rM • RESPONSE BY: -- - LOCATION ON PLANSIC - ALC3: i -S•--- i0- :..J ;PONSE Sr. SINN 5M 71 ,jS�7f ,r,., MAN cnECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: ,,� (Y— iq49 5> COMMENTS: n ✓&=A Vkri- PLAN CHECK REM M RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: Z PLAN CHECK R1EIN • RESPONSE Sr. LOCATION ON PLANSICALCS: L� r,J(\J 5M Vr4 COMMENTS: PLAN REVIEW RESPONSE FORM In order to expedite the rtview of your pyo ple&n ONp� the lbllowie8 information and sura this this form is not oompleok as to all ootrxdon ioeao� we wW not be able to "t your ro-tubmlttal fw yq� response to every item rogtlested in our plea oort W0A letter. 'By othUC Is not oonmdaned a valid ��' Ica response to each Item and the location where the ia0m adon an be found on the pbwdcala. "Vo°ft•` pler ATTACH TMS FORM TO A COPY OR YOUR PLAN RrMW LETTER AND RETURN VIfII?1 AiD OWNERS NAME _. .. _. _.. ... _ .._ ...._........ DATE: . . ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: irv�aG O i. •_ . L -H Nr,,j Sr" AAT�4 �� C44AP3 Gam) _ K REM A RESPONSE Sr-. 1 w�_ Ge raE �_ vMMElYTS: p �Ui 7 NV7 NOT— A.QKa iT , f 7_vr, rr� UP :SPONSE Or. L`t Nl�_) MI T,+ L�L PAe!- q -k -k- IPA40r�;;, LOCATION ON PLANS/CALC PAf� 1 0 - � _c4g=n oN C-4 rLAN REVIEW RESPONSE FORM In order to expedite the review of your plMA plem Complete the fbIlowiaE information snd rowan thi= this form is not Complete as to all Co:r+ection i " borne response to everyitem Rae will not be able too aomept your te•ruballttt* for �, enc requested in our plan corbatiou low. sly od w C. b not Constder+ed a va11d ift it: response to wh item and the 1Oc2dOn where the inbormadon can be found on the pWWcgcs. AM ATTACH THIS MM TO A COPY OR YOUR PIAN REVIEW LITTER AND RETURN WITH OWNERS NAME _. .. _. _.. ... _ .__ ...._. ........ DATE: ft DATE: ASSESSORS PARCEL, NUMBER PERMIT NUMBER ;;- NSE FOR DA L k YJN �N1r TH B RESPONSE BY: flIgtnL NN y1 Nb p GtTT t3Mt4L W- f 6y-- O! `krsta N 4 f P/9ro 0 4- - . . . PPtt*,- (-� Pt fin; fle 2 �I�iQ�c3rJ ��LLA t\j ,j vm i -r�4 - ►'�00� l��li� anJt� c�.J IFS Fu-awL- ? rLAN REVIEW RESPONSE FORM In order to expedite the review of your pyo plem mph the mawinA information and no= tws this form's not ooWlem, as to all ccnvWon ioemA we wiU not be able to "t your re-aftittai luf ° �roor . respoase to every item requested in our plan nonaction letter. 'gay otherC is not coaddered a valid e response to each item sod the location where the inbrmadon can be found on the plaadcala. o°�•` Pier ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH � X10 OWNERS NAME _. .. _. _.. ... _ .._ ...._. ...... DATE: f • ... ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PtJW CHECK REM / RESPONSE BY: -- - - LOCATION PLANS A � � -M ALC3; M -n4 vvj COMMENT . Zj T aJ PLAN REVIEW RESPONSE FORM In order to expedite the review of you pbkok plan mpme !ho to iaforamation end �y Ws form is not ovmplete, as to all corr+xtion itemA aro wW not be able to aooapt your ro-ni6mittal lar review bonr . response to every item requested is our plan oortectlon lWar. "By otherC is not considered A valid�e mpoase to each Item and the IOCAdOn where the iodormadon an be found on the pbuWcala. •` P{� ATTACH TNS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITHMIO OWNERS NAME _. .. _. _.. ... _ .__ ...._........ OATS: �•� . .f ASSESSORS PARCEL NUMBER 1 PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: IECK REM N RESPONSE BY: - - • . 4TS: HECK REM B RESPONSE BY: NTS: HECK ITEM N RESPONSE BY: -7 s�2 NTS: )N ON PLAN-W—C LLC PLAN CHECK REM M RESPONSE Sr. LOCATION ON PLANSICALCS: ?' - s �'rZ COMMENTS: ECK REM i RESPONSE BY: c) — RS: rLAN REVIEW RESPONSE FORM • In order to expedite the review of ya„r pUO4 PkmCPIM the 9buoainE information >tad r+etu>m tiw Us form is not oompleoe~ as to all eorrecdoa itr aro aW not be able to "t your c+o-tu6mltw Ir "View response to every Rcm requested in our plea oort�eWou letter mt "By adme is not considered a "Hd 13ero response tc each item cd the lmdon wWa the inQormsdon can be found on the plans/cala. 0 •` ATTACH 11M FORM TO A COPY OR YOUR PIAN REVIEW LITTER AND RETURN WITH OWNERS NAME .... DATE: f- RL�IL4EQ ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: 1ECK ITEM / RESPONSE BY: -- — VTS: HECK ITEMS• ? RESPONSE BY 7: VL NTS: i ON PLJWSMALC, PLAN CHECK ITEM Ire RESPONSE BY: LOCATION ON PLANS/CALCS: I2 - COMMENTS: WONSE BY: A yR�yGBD HALL Le@ SNGARWALL9 - uc .c, � LB4lND rOvvuie NLGe•��E0. OmeweAW oi�Rw6e•LL NM.,•' •wnu. - Nm eLPO.m, Lor -T mN LHR wee Rip1p`LL ��T/ °v �i� e � iov vl.nre HLLA •rnLL ee•.•e irnCAL e��IGu oVL NAL•G file wa' -V �°ewr✓ xa�•�nLL "�" Kr\ e� ainR`*`en'^�D wu e.xus"Au sea 1•a�weltmi vaorme ur..oRea .D Ld �, STORAGE POOL y QUIP E ® BATH I yR�yGBD HALL Le@ SNGARWALL9 - uc .c, � LB4lND rOvvuie NLGe•��E0. OmeweAW oi�Rw6e•LL NM.,•' •wnu. - Nm eLPO.m, Lor -T mN LHR wee Rip1p`LL ��T/ °v �i� e � iov vl.nre HLLA •rnLL ee•.•e irnCAL e��IGu oVL NAL•G file wa' -V �°ewr✓ xa�•�nLL "�" Kr\ e� ainR`*`en'^�D wu e.xus"Au sea 1•a�weltmi vaorme ur..oRea 'nemomie r ow •"enw.ALL •,.um a >erco.+„ow e.eonRwnLL...•x oi.e .aoo ro.rm•aow ,s. mvuew •u R.,..oG o.�.e .>.:> isen•ueR, ro. RLnre•.Lra o.�•e .a.>, ��g,, _I ° wora.o.nn•n R P 4 R 9 PO GH SHOWER 8 W tem. ° T Z �:1t>R• a:• J_ �4G �4, I t �, o °- 1-.... �_eDn- ALLL.. .�I trT t +°�.a. r pl�l�6R 1 uw_..°4i.i W1e°o ❑ MASTER BL..Lo Q� t - I - MASTER BDRM • (� GREAT II • - H��BaAcea nnu Lee aRAcev HALL i4e /b� " •mmow.° - I ., ew"r ❑ ROOM ❑ I�a c..LReeS.Loo e 0 L.` $ RT.eDeA `m s _ K ET GENERAL NOTES ' of g. - lo •Ivw- I owl • on�> c 2. .......»... �.......... 20. .e...» ». R ro.rn &'em'lu Si 3. ...s..e »..,..m.., WRAcev .�.o tt A KITCHEN• en / D - 1 4. ,., 2 1 . �...., ...... Lo¢L :.A L t o of 4 ° I ' Il ,mrm.LO I :PANTRY r� o. ° O 5. 22. .--.,e•..,..<.».•e•. O- I ,m.L OSGT - RooR n.m°o: s. ®L R-'8 lL "o 1. " ... 23. ,.,..m,»•...< `'• a.,..J cLose`r` L s -o• i sO°• HALL ..gym .. R.,.�•a°i.,.e°p.`mr o 14 8. ,,...»,,..,..<„e,ee.+ 24. ..<.....,.e .�,...,,„..., D uo�Ro». `r�e•°weA... ` "A "rnA*en/ j�e e� -2 oR r.e ���tititi 25. w.�.e® � e�ENTRY BEDROOM O. ...,...» ..... •,.......5 26. nr •"""4AR.�e N ° fia," Lis= cL •ar pe I D4N Z 2'1. _ .»,. »e.. I J° nT 3. ... 28. .ee.,,, •...,,o ».m LeaLo '."�°`��. Cj t9I 4. iL �. PORCH •. 0 21°,I; ober 0 5. .,e,. »,.,,...,»<.... ... 29. ,..,....a.m..e..,......,..< n Tso. aB�ATHS u0�1. CLOSET r N a 6ENERALREGtUIREMENTS ! °.4.R.re •„ o>A 4nR.° L ea.<,.enoAR.4eoDDRo •r"iRe <` SPECIFIC '0` °�° T.A. ib I REQUIREMENTS �8- -'"'� e�.r ooD �R I -• I IL 6ARA6E 23 .",...,e.. w,.o..... 231. u..e�c..,..m.,.•».,....e..c•n•.<,..r....».,,e.., . „° D���.o.e ro. o. DooR v.>l 1 . WeeraoCa wui.rsmG eoLmcoRe, _ T/�,1 r.e nooRRY.°v, aL. .,s tw. rue.o•rRmanRwuOatua. oeo>Mne�, P _ '0 2211 s11 2••s., M. BEDROOM57NRo 4.rw ) o, .,w 000R• tL.•O- v�c ••xri 4. -21 3.7 .. �w:r"`" rea saa ,w+e•.r rm. • .. to eRAOR `rn� or •!O Q ROL°>i4 nr Cew,b.nnLL Cn4e �-^� GARAGE 8. a<..e�... „ee.. 6. ...•.e. •e... °.<..eo I .°e t cAL•• 7 - f eBEEPROOM ° cwpL. IRen rwL 1e Rr Aren .EAR LAr - ' L-11 t O. ...»..e. ,.»..e....<r :.. .. ° Ge A n " t'T "me.,6LL �T, 1. ..,.�,e....» .».r.,• Lr 2 T 9 wm .. .,...•e 1 8 � s on�. N RATBRACEDLPe S. •,•.•...e•"=,e,".•• L .D FeweR L,do F:v'>tii: 4. 5. .e,.»•W,."»,... q.".� yam. -ta -ta • • e• -o• �'iaz•.L� 1 » «••••� » BR ceDn uL.e BRAxDn LLL e �� b FIRST FLOOR PLAN LLNAeae ea Ars'uIATe.eA (j' _ r we] INTERIOR GARAGE FOOTING & Te-- 2 ore TYPICAL RA15ED FLOOR FOOTINC, STORY ONLY 21* V t2 FIER FOOTINC, —A—T. Bi 13� Raieo0R. .!R ,! b :yiiC!n GARAGE FOOTING iii IT —ET— ven ao:, arse s– I I -T I 92 93 tu u zoo UP 52 =T I— IT— o q6 1 009 O ILI n O � _ o 112 lu L 01 z z < z z IL uve.s as 2a-0- IFOUNVATIO T 5EGOND FLOOR PLAN L 0 Ul w ' lu ne cl y� o� ul m � z a L K Z 0 R QL Z O J 661 U zee e¢rt menat.e r.�ooa wo erre eAets eea cart sit O.�C�aGD PATiO 3 is o� STORAGE I ` tii L I .. I 14esi#�a STORAGE 1^" /I q — I ` I OPEN BELOW • IIONI15 I ROOM 4 TORAGE eADe I \ L g STORA6E \ _ STORAGE I T 5EGOND FLOOR PLAN L 0 Ul w ' lu ne cl y� o� ul m � z a L K Z 0 R QL Z O J 661 U zee e¢rt menat.e r.�ooa wo erre eAets eea cart sit O.�C�aGD PATiO 3 is FOR EDS e.! ori .men .wren r,..s r .x..\ o..r; o�ln.een wwb-see ncv.rwr✓L; ! AIR IT v"weir n ren vl.�a a.e ,/.su see now .e.... � � wwb.e.2.a✓ .or ..ee o!e ,awww en� ••ss r.r .s �/. noo,.G� ro..e..ra ,,n .'wen.T "11 e! 'eµ EAVE DETAIL ROOF TO WALL FLA5HIN6 &ABLE END DETAIL F.A.U. MOUNTING 4 4 4 4 M � a 1:8F1€�9 gib„. i �b! eLe+e .1 vor-von.KR4 Who zg W A. a UJI - W nn�qq Y Q V � u tum O � o A J_ Q f W <a d Z Z 0 U -x0<0 0auii iNeneee . raob« .. xn wer.ete auv e�00F RAbC e• b,.t CRCv 9/a/vv 5lALC� SMOIYX a fl p.v r1 in P&IM Z PA QA `1Y a P FOR EDS e.! ori .men .wren r,..s r .x..\ o..r; o�ln.een wwb-see ncv.rwr✓L; ! AIR IT v"weir n ren vl.�a a.e ,/.su see now .e.... � � wwb.e.2.a✓ .or ..ee o!e ,awww en� ••ss r.r .s �/. noo,.G� ro..e..ra ,,n .'wen.T "11 e! 'eµ EAVE DETAIL ROOF TO WALL FLA5HIN6 &ABLE END DETAIL F.A.U. MOUNTING 4 4 4 4 M � a 1:8F1€�9 gib„. i �b! eLe+e .1 vor-von.KR4 Who zg W A. a UJI - W nn�qq Y Q V � u tum O � o A J_ Q f W <a d Z Z 0 U -x0<0 0auii iNeneee . raob« .. xn wer.ete auv e�00F RAbC e• b,.t CRCv 9/a/vv 5lALC� SMOIYX a fl p.v r1 in P&IM Z PA QA `1Y a an ri 8.11 IMT�m iil ELECTRICAL PLAN U*Lix.�.Aei`o,�is°im e.�.e�n'an news<:*oumn&eLe�i oi•�"rna b.,n.oe ELECTRICAL 5YMBOL5 LEGEND n fl as ai�;aa S.,Ln d a e n„. 0-1 ®ft O D^ .urac —.. —T— Rs �_--__\g .wwuG.ro �A..ae..e �. II i. O Ul o W tuna C, L n�n Y O V W o 10 3 S 0 tL 4 W J 4 zW x JJ L A J J Q Q VJ OC at ff JJ WW JJ W W wa. Sari eAe� i sr noon wu San eAe�e awvrwon iaaa sari bARA6G 0.56x1 LOvenav rAiq 5AOMN ywonw FLAN M -1d u 5 ff&VFWIE lj ` §). \ ��| §( ) (§ ( q [ ! - |\ 4 . !§! .. § qQ §§)! § ` §). �0N ��| §( ) (§ ( q [ ! �• �� 4 . !§! .. . �� [@ ` \ } $ |i §� \ � \�y §22 \} 4 \ \ƒ( \\ ((• . , § a / \/ ` �C ON |-5 — |+ & § \.ki e� me -a T\ 0272 >&WE ° ( § � � J§/`�/• § § .. • . ' � |}� || .! ~ ` §( ) (§ ( q [ Q �\ \ ` \ } $ |i §� \ � \�y §22 \} 4 \ \\ ((• . / \/ ` �C ON |-5 AFo SE=RooR REQ =ENCE� e |+ & § \.ki e� me -a T\ 0272 >&WE \\ {{ AND WHEN RECORDED MAIL TO: t BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 RECORDING REQUESTED (� BY: ARID VALLEY TITLE 2003-00 16607 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:60AN 18 -Mar -2003 REC FEE 10.00 Andrew Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEAGAL Date PROPERTY OWNERS: State of California ) County of B10ijul ) Onbefore me,aw;�L • Gi'a,,,baV5 tit;rwL4 personally appeared MaWnptO R , ! tS 't 3.s!�/ S pe�seeell l&tow*4e-me (or proved to me on the basis of satisfactory evidence,) tge the person(s) whose name(s) is/are subscribed to the within instrument and ack wledged to me that he/she executed the same in his/her/ eir uthorized capacity(ies), and that by his/he heir gnature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) �teEl, executed them r g4nt. CHERIE L. 61AMBALVO Commission •.135,7661 Seal: Notary Public - Calttgmia_ San Diego County Pmy Comm. Expires Jun 14, 2006 A.P. # i a Preliminary Report Description Order No. BU -204272 DMP The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 2002, IN BOOK 154 OF MAPS, AT PAGE(S) 35, 36, AND 37. APN 039-460-083-000 (PORTION) Page 5 Department of Development :Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Swimming Pool Requirements RAPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. --All materials and workmanship shall be in accordance with recognized good practices and of a quality ---- prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999.National Electrical Code (1999 N E C) -- COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. All pool equipment must be located a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate: A Post Flood Elevation Certificate will also be requirecr! ❑ The following parcel map requirements shall be met: ® The pool and equipment shall be clear of all easements. A setback of -5 'from the side and-' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way. ® Expansive soil may be encountered on this site. This condition may require the foundation to -be designed by a California registered engineer or licensed architect. Page 1 of 1 Owners Name: 00-J; 5 ti Building Permit Number: e5_3—/5/2_ Plans Examiner: Russell Bloomfield Af m /1 1 CONNECT TO WATER 5 PUBLIC lil 1 / 1 SERVI in mCE EASEMENT t � 1 1 1 THIS PROJECT: PROPOSED PATIO COVER i -,e4P i I� LOT Y-- 5 ,� 10.04 ACRES GROSS 0.55 ACRES NET I i CONNECT TO ELECTRICAL 1 S 9.63' 10' �._L�--------- �5"W 589d SEPTIC 4 LEACH LINE AS I PER BUTTE COUNTY I I 1 A 1 1 I SITE PLAN (FROM ORIGINAL HOUSE CONSTRUCTION) ®• 1" = 30' SHEET INDEX T1 TITLE SHEET / SITE PLAN Al FOUNDATION PLAN A2 ROOF PLAN A3 SECTION A4 ELEVATIONS SSW2 SIMPSON STRONG WALL DETAILS GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS SHOWN OR DIMENSION HERE. ANY DISCREPANCIES SHALL BE BROUGHT OT THE ATTENTION OF THE DESIGNER FOR RESOLUTION BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 2. ALL WORK SHALL COMPLY WITH THE 2007 EDITION OF THE FOLLOWING LISTED CODES, AND ALL OTHERS HAVING JURISDICTION OVER THE WORK. CALIFORNIA BUILDING CODE. CALIFORNIA FIRE CODE. CALIFORNIA ELECTRICAL CODE. CALIFORNIA MECHANICAL CODE. CALIFORNIA PLUMBING CODE. 3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMAN, AND ALL OTHER PERSONS ON THE SITE DURING CONSTRUCTION. 4. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE PLANS OR CALLED FOR IN THE NOTES, THEIR CONSTRUCTION SHALL BE OF SIMILAR CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. ARCHITECTURAL SYMBOLS DETAIL 9 DETAIL BUBBLE wea �/ SHEET DETAIL IS DRAWN oErK TmF DETAIL TITLE DETAIL SECTION SYMBOL 1 A&3 BUILDING SECTION SYMBOL ENLARGED PLAN M 1 OR ENLARGED DETAIL SYMBOL Q REVISION BUBBLE 1 1 3 W s w D_ z 0 U DRAWN BY: MATT TEAGUE 2367 DAYTON RD. CHICO, CA 95928 (530) 893-1350 DATE 20 SEPT. 2008 REVISIONS DATE Z 45CL Ir W 009! co) O Lua ',,_AA V/ J H TRUSSES AT 24" C/G - DESIGN AND GALC5 BY OTHERS. 4"X 12" D.F. #2 HEADER 10 30'-1" 1 1 — — — — — — — — — — — — — — — — — — 2�30 <I HOLE IN CEILING 1 1 OF TO i J IL< w <a Iua I / ry �E3 w I STOR,d�GE TH w < / ' TILE FL. ry I -------- 1 FED. SINK i o 01>x:s � I I 1 LINEN I i Q x Isuiw�w 468 1 aI < 1 Q z I ' ju L5 13 I I zCL J m Ln lu STORA&E ' \ OFFN BELO N BONUS ° � 1 ROOM I r �I TOR,�GE i GARFET FLOORING �►--------- \� i \\ w STORAISE \\ ° I I I I I STORAGE I Lam_■� L] ------- Pm ]------- s 506a DECK ---L------ — 0-1" 15EC.ONp FLOOR FL3A 5GALE: 1/4" - 1'-O" Hi � I Q J �I � I O I I I 1 6" BCI 450'5 AT 16" C/C x l cri I I HEAD OUT FOR 5TAIRWAY 6"X 12" D.F. # 1 HEADER RAISE CEILING 12" IN THI5 AREA, GROWN MOLDING 1 i 5.25"X 1 1.58" .OE FARALLAM HEADER 1 1 RA15E CEILING TO 12' 1# --AT DOTTED LINE AREA. LU 1 1 X lu 1 1 TRUSSES AT 24" C/C - DE51GN AND CALC5 BY OTHERS, I II I) I 6" X 10" BOXED BEAMS I WITH GROWN MOLDING— I BETWEEN VA 1 1 <I HOLE IN CEILING 1 1 OF TO i /TAPERED 5KYLI6HT WELL 1 ry w I ry I I I � I I x m I I m HEAD OUT FOR 5TAIRWAY 6"X 12" D.F. # 1 HEADER RAISE CEILING 12" IN THI5 AREA, GROWN MOLDING 1 i 5.25"X 1 1.58" .OE FARALLAM HEADER 1 1 RA15E CEILING TO 12' 1# --AT DOTTED LINE AREA. LU 1 1 X lu 1 1 TRUSSES AT 24" C/C - DE51GN AND CALC5 BY OTHERS, I II I) I 6" X 10" BOXED BEAMS I WITH GROWN MOLDING— I BETWEEN I I 1 Z" SHELF INSIDE SKYLIGHT W4LL WITH GROWN MOLDING I I / I i RA15E C AT DOT III A 24" C/6 — �ND GALG5 BY Il_ 1-ILING TO 12' T -ED LINE AREA. IWHOLEI I 1 — -I U"nl IGC I -__.. ! -__.. _._ I— - - 1 I 1 I 1 I 1 I 1 DROF TOF OF Y WITH CRC AROUND CEILING TO q' NAA AAA AX4� i I1 I i i DROP DROP CEILING TO 8' ' — — — — — — — — — --- 1 CEILING TO q' � AT THIS SECTION / 1 I 1 I 1 TRUSSES AT 24" G/G — 1 I DE516N AND GALG5 BY 1 1 I OTHERS. 1 I ------------- 1 I 1 I 1 I 1 1 RAISE CEILING TO 12' 4"xa" AT DOTTED LINE AREA. ' HEADERS EXTEND CEILING JOISTS 24" TO CREATE PLANT SHELF BUILT-IN IRONING BOARD APPROVED Butte County ,z- AIIf [CEILIN6 FLAN 5GALE: 1/4" - 1'-0" 51 NOTE: ALL WALLS TO BE q' UNLE55 OTHERWISE NOTED. NOTE: 4"X 10" HEADERS AT 4" WALL5 UNLE55 OTHERWISE NOTED, 6"x6" HEADERS AT 6" WALLS UNLESS OTHERWISE NOTED. _L AT q' N MOLDING ut a lu T u >i a 6"X 12" D.F. # 1 HEADER tY r' F- 1 L5E5 AT 24" G/G - +`SIGN AND GALG5 BY OTHERS I I II II I I 1 1 i l II II RA15E THI5 AREA 12" TRU55E5 AT 2, DE516N AND Ci OTHERS V G/G - %LGS BY I----1 V I I I I lu I`t`rz�oo u I 1 4jQ1 L 1 ~4—Ileum au < > I to IL I 1[1 !L - I r ----I 22'x50' 1 MIN. ATTIC 1 ACCE551 L____, TRU55E5 AT 24" G/C - DE51GN AND GALG5 BY OTHERS. IN TRU55E5 --- TRU55E5 AT 24" c/a — DESIGN AND GALG5 BY OTHERS C ELECTRICAL I SERVICE VA 1 1 HOLE IN CEILING 1 1 OF TO i /TAPERED 5KYLI6HT WELL 1 I I 1 Z" SHELF INSIDE SKYLIGHT W4LL WITH GROWN MOLDING I I / I i RA15E C AT DOT III A 24" C/6 — �ND GALG5 BY Il_ 1-ILING TO 12' T -ED LINE AREA. IWHOLEI I 1 — -I U"nl IGC I -__.. ! -__.. _._ I— - - 1 I 1 I 1 I 1 I 1 DROF TOF OF Y WITH CRC AROUND CEILING TO q' NAA AAA AX4� i I1 I i i DROP DROP CEILING TO 8' ' — — — — — — — — — --- 1 CEILING TO q' � AT THIS SECTION / 1 I 1 I 1 TRUSSES AT 24" G/G — 1 I DE516N AND GALG5 BY 1 1 I OTHERS. 1 I ------------- 1 I 1 I 1 I 1 1 RAISE CEILING TO 12' 4"xa" AT DOTTED LINE AREA. ' HEADERS EXTEND CEILING JOISTS 24" TO CREATE PLANT SHELF BUILT-IN IRONING BOARD APPROVED Butte County ,z- AIIf [CEILIN6 FLAN 5GALE: 1/4" - 1'-0" 51 NOTE: ALL WALLS TO BE q' UNLE55 OTHERWISE NOTED. NOTE: 4"X 10" HEADERS AT 4" WALL5 UNLE55 OTHERWISE NOTED, 6"x6" HEADERS AT 6" WALLS UNLESS OTHERWISE NOTED. _L AT q' N MOLDING ut a lu T u >i a 6"X 12" D.F. # 1 HEADER tY r' F- 1 L5E5 AT 24" G/G - +`SIGN AND GALG5 BY OTHERS I I II II I I 1 1 i l II II RA15E THI5 AREA 12" TRU55E5 AT 2, DE516N AND Ci OTHERS V G/G - %LGS BY I----1 V I I I I lu I`t`rz�oo u I 1 4jQ1 L 1 ~4—Ileum au < > I to IL I 1[1 !L - I r ----I 22'x50' 1 MIN. ATTIC 1 ACCE551 L____, TRU55E5 AT 24" G/C - DE51GN AND GALG5 BY OTHERS. IN TRU55E5 --- TRU55E5 AT 24" c/a — DESIGN AND GALG5 BY OTHERS C ELECTRICAL I SERVICE i O i V ry L-4.0' L-4.0' T BP 6068 3068 L-4.0' O i 1 LAV STORAGE POOL i a L-4 i TOILET QUIP BP *P) BATH 1 1 1 2468 3068 GARA 6E CONCRETE SLAB FLOOR 5HEETROCK WALLS 8 CEILING GARAGE DOOR OPENER I--------- - - -- 1 1 '-O" BRAGED WALL LINE LAUNDRY TRAY ° O 0 0 I HALF LITE POOR N L-4.0' FINISHED GARAGE POOR PROVIDE 50LIP BLOCKING OPENING TO 8E 1 " AT CENTER OF DOOR I 1 I I SHORTER IN HEIGHT 4 2" FROM HEAVER TO A I II 1 NARROWER THAN WIDTH MINIMUM OF 14" ABOVE BP F E I ij BP 1 OGARAGPOOR SIZE. TOP OF DOOR. 1 D o �6 I -O 0 24'-0" 3'-O" 8'-0" 111-61 9'-4" 3'- 4'-0" 10 4'_0„ t. 6080 HOSE IBB COs WALL LINE NOTE: RAISE CEILING 12" IN THI5 AREA GROWN MOLDING PINING HVwt FLOOR RAISED EATING BAR (+42") PA55-THRU TILE �y WINDOW W/ SH illI TOP 8 TILE TOP 4 SPLASH 5PLA5H O _ _ _ I WHOLE I SHEAk^ALLS LEGENi? MARK DESCRIPTION EDGE FIELD NOTE ��LINE NUMBER SPACING OF 1 bd NAILS AT 1 1 Bf GARAGE FLOOR 1 6 80 NOTE: HOLD GARAGFLOOR 50 THAT POOR LANDS �BP 12" G/G 4f I2a9 , s L-4.0' 8d COMMON NAILS ON APRON 3/4" BELOW GA5 FIREPLACE F 12'-0" 200 GARAGE FLOOR. L-4.0' r w ed COMMON BAILS C Cider �,� dd IN5TALLEP PER MFG. 2'-0" I 3/8" GDX PLYWOOD 3" G/G .,.>;"13�In Q ro bd COMMON NAILS HVAC BRACED WALL LINE NUMBER BRACED WALL LINE/15 AT ADJACENT PLYWOOD PANEL, EDGES SHALL NE NOT AT EACH 51PE OF EACH LE55 THAN 3 X NOMINAL WIPTH f4EMBER. NOTE: FOUNDATIONS WITH STEM W SHALL BE G E N E R At L NOTES PLYWOOD JOINT NAILING SHALL BE STAGGERED. BE 1 bd AT 1 6" G/G. AS 5'5 SHALL BE 48" G/G. ••` NAILS SHALL BE COMMON WIRE TAILS UNLE55 OTHERWISE NOTED. TOP PLATE SPLICES SHALL BE 4- 1 6d TYPICAL. 1 Q PROVIDED WITH A MINIMUM OF ONE >34 BAR A7 OF O UNIT 3 La4.O�LENGTH OF 5HEARWALL (FEET) TYPICAL NAIL SIZES (� . THE TOP OF THE WALL AND ONE #4 AT THE i BP WHERE USED, THI5 SYMBOLS PLAN GALLOUT USE: NAIL DIMENSIONS 1 INDICATES BRACED WALL PANEL BOTTOM OF THE FOOTING. (SEG 1006.-1.1, U.B.C,) 1 BEARING WALL HEADERS SHALL BE 4' x i O' D.F. a2 SHOE SHELVES SHOE HEL 5LAB5-ON-GROUND WITH TURNED DOWN FOOTINGS . MINIMUM, UNLESS OTHERWISE NOTED. 1 SHALL HAVE A MINIMUM OF ONE a4 BAR AT THE TOP 2. THE AGGREGATE AREA PLUMBING VENTS SHALL . AND BOTTOM (5EG 1806.7.2, U.S.G.) BE 3- 1 6d NAILS PER 16". BE 12.51 SQUARE INCHES, MINIMUM. AT SLAB CONSTRUCTION, PROVIDE ANCHOR BOLTS AT 72" G/G AT GUARDRAILS TO HAVE A MINIMUM 36' HIGH 3. HOLD TOP OF ALL WINDOW5 AT THE SAME HEIGHT AS O. TOP RAIL, WITH INTERMEDIATE RAILS SPACED THAT A 4' SPHERE CANNOT PA59 SINGLE SO - 0' DOORS - TYPICAL UNLESS OTHERWI5E NOTED. THROUGH (SEG 509, U.B.G.) BRACES ,{ 4 INSULATION SHALL MEET G.E.G. QUALITY STANDARDS. SEE ENERGY GALC9 FOR 1 :21. VENEER SHALL BE INSTALLED PER WALL TYPE, THICKNESS 4/OR RATING. . CHAPTER 14, U.B.G. LINE 5. CAULK EXTERIOR DOORS d WINDOW FRAMES. 6/1��CAULK 6 SEAL ALL JOINTS d PENETRATIONS OFSCREEDS :2.2. EXTERIOR PLASTER SHALL HAVE WEEP PER U.B.G. SEC 2506.5. . BUILDING ENVELOPE. SINGLE 5dP •///L CLOSET DUCTS SHALL BE CONSTRUCTED, INSULATED 2 INSTALL YLIGHTSU.B.G.PER SEC , d INSTALLED IN CONFORMANCE WITH THE 240q AND j',P LATEST EDITION OF THE U.M.G. o SWEATHER5TRIP ALL EXTERIOR DOORS. :24. FOAM INSULATION PER TUB 4 5EOTECT 4LU.B.G M N. � TAT SHALL BE RRO TYPE WTHERMITH SETBACK CON L9AMMABLE :25. GROUND FAULT PROTECTION SHALL BE REQUIRED IN ALL BATHROOMS, GARAGE, KITCHEN, NET BAR 10. HATER HEATERHA L BE 6A5 -STORAGE TYPE d 1 ATTIC 1 %0 ACCE991 N AND EXTERIOR RECEPTACLES (N.E.G. 2 10) SHALL BE 2 r'% GON9TRELECTRICAL, MECHANICAL UCTION HALL COMPLDY WITHBING THE 1 1 INSULATE FIRST 5 FEET OF WATER PIPNG m WATER � CURRENT EDITIONS OF THE NATIONAL HEATER WITH A MINIMUM OF R-4 INSULATION. ELECTRICAL CODE, UNIFORM MECHANICAL GORE 1 :2. r - AND UNIFORM PLUMBING CODE. BHALL BE CERTIFIED 'LO FLOWI BY G.E.G. MINIMUM WATER CLOSET CLEARANCES TO BE 115- '5' 2 '7 , 2'7. FROM ITS CENTER TO 51DEWALL AND 24' FRONT 1 5 DAMPERS IDEEEXHAUST CLEARANCE. (U.P.G. 400.6) 1 . 6 ALL P NSFT MOLVING AT 2 5 MINIMUM SHONER COMPARTMENT SIZE SHALL BE 1024 SQUARE INCHES AND 14. GA5 COOKING APILOTLESS OR ALLLL ELECTRICAL. LEGTRIGAL. SHALL BE _ 30' CIRCLE (U.P.G. 412.1) 15. INSTALL ED LIGHTING TU OTHER G.E.G. APPROVED LIGHTING FIXTURES IN KITCHEN 4 I PROVI2 PLUMBING p G ET U -Z 1 . CLLEARDANCES 5HOW ER 51 ES PER CLOSET ROOMS WITH WATER CLOSETS. 1 - U v -! GENERAL RF_aU1REMF_NT!5___j j SPECIFIC i BP 1 GUEST ROOMS AND HABITABLE ROOMS SHALL HAVE NATURAL LIGHT EQUAL TO 10% OF THE (L 1 to R Q U I R M N T 5 &L BI -PASS DOORS FLOOR AREA AND NATURAL VENTILATION EQUAL BEDROOM ~.:a: CARPET FLOOR 1 <1L-4.0' �- N TO 590 OF THE FLOOR AREA. (SEG 1203, U.B.G.) PROVIDE REQUIRED ROOM DIMENSIONS AND 1 , PROVIDE SAFETY GLAZING IN ALL HAZARDOUS LOCATIONS (U.B.C. SEC 2406) :2. CEILING HEIGHT. (SEC 3 1 O.(7, U.B.G.) PROVIDE L16HT9, SWITCHES AND RECEPTACLES FOR 2 GARAGE FIREWALL SEPARATION - REQUIRED ON GARAGE SIDE, INCLUDING SUPPORTING WALL5 AND 3. MAINTENANCE OF MECHANICAL EQUIPMENT. (SEC 306, U.M.G.) PO9T5 (U.B.C. SEG 302.4 EXCEPTION a3) PROVIDE APPROVED VENT AND ADEQUATE3 INSTALL SMOKE DETECTORS AS PER THE 4. COMBUSTION AIR FOR GAS WATER HEATER . REQUIREMENT OF U.B.G. SEG 5 10.9.1. AND/OR FURNACE. (GH 1 d 0, U.M.G.) PROVIDE 1 BEDROOM WINPOW WITH 5. PROVIDE A MINIMUM OF ONE 3'-0' EXTERIOR 4. SPECIAL ROOF COVERING REQUIRED, CLASS B MINIMUM. DOOR. (9EG 1003.3.1.3, U.B.G.) 6 PROVIDE ADEQUATE CLEARANCE AND TYPE FLUE FOR FIREPLACE/W0009TOVE. 5. PROVIDE 2 SEPARATE EXITS FROM THE 3RD STORY. (U.B.G. SEG 1004.2.3.2 , -A 14 EXCEPTION a4) ALL 5TAIRWAY9 TO COMPLY WITH U.B.G. SECTION 1005.3, FOR RISE, RUN, HEADROOM, �% PROVIDE EACH BEDROOM WITH ONE WINDOW WITH WIDTH, LANDINGS AND HANDRAIL5. , MINIMUM OPENING DIMEN91ON OF 24' HIGH 1 BY 20' WIDE, 5.1 SOFT AREA, AND 44' �. HALLWAY5 TO BE A MINIMUM OF 36' WIDE N MAXIMUM SILL HEIGHT, (U.B.C. 3 10.4) 1 (U.B.C. 1004.5.5.2) UNDERFLOOR ACCESS AND VENTILATION • PER SEC 2306.9 AND 2306.1, U.S.G. MOLDING AT GEILIN6/WALL EDGE 10. PROVIDE ATTIC ACCESS AND VENTILATION. (SEG 1505, U.B.G.) i PROVIDE APPROVED FLASHING AT ALL 1 1 , EXTERIOR OPENINGS. 1 1 :2. PROVIDE 1W PLATFORM FOR APPLIANCES/EQUIPMENT IN GARAGE CAPABLE OF PRODUCING A FLAME, SPARK OR GLOW. 1 3. PROVIDE PROTECTION OF APPLIANCES IN ' 6 GARAGE FROM VEHICULAR DAMAGE. 1 4. CLOSETS LIGHTS PER N.E.G. ARTICLE 4 10-0. 1 5 PROVIDE CERTIFICATE OF CONFORMANCE FOR ALL GLU-LAM BEAMS. X66 / 7 \+fig . 1 / PROVIDE APPROVED SPARK ARRESTER AT 'A' �J . ALL GHIMNEY5/TYPE FLUES. 1 7 PROVIDE 1/2'x 1 V ANCHOR BOLTS AT V c/c MAXIMUM AND WITHIN 12' OF ALL JOINTS. 1 SAS PROVIVE 1 BEDROOM WINDOW WITH PROVIDE 2'x2'x3/ 1 6. 5TEEL PLATE WASHER5 L-5. AT EACH BOLT.(5EC 1 006.6 U.B.(:-,.) D o �6 I -O 0 24'-0" 3'-O" 8'-0" 111-61 9'-4" 3'- 4'-0" 10 4'_0„ t. 6080 HOSE IBB COs WALL LINE NOTE: RAISE CEILING 12" IN THI5 AREA GROWN MOLDING PINING HVwt FLOOR RAISED EATING BAR (+42") PA55-THRU TILE �y WINDOW W/ SH illI TOP 8 TILE TOP 4 SPLASH 5PLA5H O _ _ _ I WHOLE I SHEAk^ALLS LEGENi? MARK DESCRIPTION EDGE FIELD NOTE ��LINE NUMBER SPACING OF 1 bd NAILS AT 1 3/8" GPX PLYWOOD 6" G/G 12" G/G '<'• CLOSET + & 8d COMMON NAILS 5TAIR5 GA5 FIREPLACE ZIIIN 2V � LINE 1 SILL OF 5HEARWALL5 SILL NAILING - 1 6 G/G AT 5w SPACING OF A35 CONN. 200 3/8" GPX PLYWOOD 4" G/G r w ed COMMON BAILS u ROOM IN5TALLEP PER MFG. A35 - 48" G/G AT BLOGKIN6/TRU55 TO TOP PLATE SPLICE - 4- 16d TOP PLATE 30• 3/8" GDX PLYWOOD 3" G/G 1 2" G/G Q ro bd COMMON NAILS HVAC 3050 NUMBER •" VERTICAL FRAMING MEMBER5 A,ND BLOCKING LOCATED AT ADJACENT PLYWOOD PANEL, EDGES SHALL NE NOT AT EACH 51PE OF EACH LE55 THAN 3 X NOMINAL WIPTH f4EMBER. NOTE: WHERE NOTED ON FOUNDATION PLAN, USE 3 X MUPSILL. UNLESS NOTED OTHERWISE,5ILL NAILING SHALL PLYWOOD JOINT NAILING SHALL BE STAGGERED. BE 1 bd AT 1 6" G/G. AS 5'5 SHALL BE 48" G/G. ••` NAILS SHALL BE COMMON WIRE TAILS UNLE55 OTHERWISE NOTED. TOP PLATE SPLICES SHALL BE 4- 1 6d TYPICAL. i 5HEARWALL MARK - SEE SCHEDULE r UNIT 3 La4.O�LENGTH OF 5HEARWALL (FEET) TYPICAL NAIL SIZES LIVEABLE 1 ST FLOOR i BP WHERE USED, THI5 SYMBOLS PLAN GALLOUT USE: NAIL DIMENSIONS 1 INDICATES BRACED WALL PANEL DOORS 4068 1 ALTR PER CHAP. 25 U.B.G. Sd (COMMON) 5HEARWALL NAILING 0.1 3 1 " X 2.50" SHOE SHELVES SHOE HEL PATIO \ INDIGATEP p4LTERNATE 8d (COMMON) ROOF SHEATHIN6 0.1 3 1 " x 2.50" BRACED WALL PANEL. REFER 1- W TO NOTES ON SHEET 5- 1. 1 Od (COMMON) 5HEARWALL NAILING 0.14 a" x 3.00" SILL NAILIN6 (WHERE APPLIGABL�) AT BRACED WALL PANELS SHALL Vltull BE 3- 1 6d NAILS PER 16". 1 bd (SINKER) SILL NAILING 0.14 5" X 3.25" AT SLAB CONSTRUCTION, PROVIDE ANCHOR BOLTS AT 72" G/G AT 1 bd (SINKER) TOP PLATE SPLICE 0.14 8" x 3.25" BRACED WALL PANELS, MINIMUM (12) 1/2" PIA. ANCHORS PER PANEL. S 2'-8" 20'-b" 6"xb" POST WRAPPED WITH NON- TRUGTURAL WOOD COLUMN STUt:,c CEILING' 1 2' TA L 1 O ry i!1 m O 5AFET SLIDING GLA55 POOP, ry 8080 kV, SAFETY LI1 0 GLA55 OC 8080 6'-4" 4'-4" MTH ON- WRAPTUR WITH NOPv-�Tp�:GTURAL I! 1 ( IIZII TILE ((1 3040 ( 40120 SEAT S O PROVIDE 4' TALL -T i NOTE: PROVIDE 5H WER P®i �i - BACKING FOR SAFETY GLA55\ 1 INC ry TOWEL BARS STEAM UNIT. EEM 6 5TUGG CEILING 1 044' SHOVER SPECS FOR ETAI 5 O TOWEL TILE GL6 $ 1 - SAFETY SLIDING 6080 RING 0 54' HALLS 1 a1 L-4.0' 6LA55 DOOR Q RA15ED TILE DAM i BP DRESSING TABLE - TILE - OL SAFETY 6LA55 TOP d SPLASH DOOR TO PROVIDE 1 BEDROOM WINPOW WITH CEILING 6'X8" BOXED BEAMS MINIMUM OPENING DIMENSION OF 24"olm WITH 4' GROWN HIGH BY 20" WIVE, 5.7 SOFT AREA, MOLDING BETWEEN 0 MASTER _1 ANP 44" MAXIMUM 51Li- HEIGHT. d) PBL. 5TAGGEf A 2"X4" B,�TH STUDS ON 2"X6" LATE N TOWEL 4'-0" 1 RING 0 TILE FLOOR O INSULATE BOTH IVE5 NOTE: PROVIDE 5 1/4" TP GROWN MOLDING AT sa' TILE m _ - 2 GREAT ROOM HP^P FLOOR CEILING/WALL EDGE :$ Ul -_. ' ((, �TOP 6TMMIRR SPLASH(14 CARPET FLOOR TOILET 2668 NOTE: R.A15E O CEILING 12" IN TH15 HOSE � AREABIBB CLOSET � 1 / "'It" CROW.14 MOL PING, 'm -4 CARPET FLOOR - 25 3/4"W x ILa HVAC - � W GONDEN51N6 HOUSE f- 1 UNIT FOR I LE BIBIB H05E i IFAN +_KCOOTOP UPSTAIRS STUB OUT r7lI OVER OVEN GA5 FOR BBQ t� FIESTA I 55H LVE5 \Q L-4.0' L -4.0'O O 51NK B °� ❑ °� yT tt PI5P ONE LITE - - IL _ _, ., �--------------� % - ' - �♦000 ♦ pp0♦� HALF LITE ►.♦.♦aao♦moo♦� ..�:: - - x. CW DOOR �p 4x4 5 SHELVES _ - / MINIMUM OPENING DIMENSION OF 24" 1 L-4.0' \ SKYLIGHT - - ---CLOSET- 5'-O" 5'-O" HIGH BY 20" WIDE, 5.7 SOFT AREA, 1 V N I 4068 AND 44" MAXIMUM SILL HEIGHT. 1 I - - - - - - - - . 8' CEILING HEIGHT AT 1 SELF-CLOSING 1 0 , „ CRO55 HAT(' HEP AREA I�GEILIN6 HALL I '� .111 ry H Z PROVIDE SOLID BLOCKING AT 50LIP-GORE i TILE-� 5 -b BREAK H7WV 1 ~ < CENTER OF DOOR FROM �\ 1 TOP F I iiGRo $ REFRIG SPACE CEILING I FLOOR _ < -1 HEADER TO A MINIMUM OF 1 4" L-4''O'I 1 1 - - OVEN 1'X7' HOLE IN GEILIN6 WITH ,x•-17 L=8.5' (CONFIRM SIZE) /BREAK ENTRY , -i 43 S1 Q- ABOVE TOP of V00R 1 BOOKS I 1 4" SHELF ABOVE -SEE III�III✓ HDWD FLOOR II �, BKP17RUOM "` � w uR OL Cp> 1 CEILING PLAN PROVIDE 1 HOUR PROTECTION 1 TOi ET MIRROR ON GARAGE SIDE OF COMMON 1 HPwt I O WALL TOGETHER WITH LINEN i.P� O FLOOR 5ELF-GL051N6 1 3/8' THICK ,.----� -- -� GARAGE 50LIP-GORE POOR I 1.-f_ OF d SPLASH 1 3050 6070 NOTE: HOLD GARAGE FLOOR POOR B)TH TOWEL b • i BACK 50 THAT VooR LAN'?5 OPENER H '/VD FLOOR RN/ o 5a• '� �+1p 1 tSJ 0Z-2\- I ON APRON 3/4" BELOW PROVIDE BACKING FOR N �� 1 m 4 L-5.5' �/� /' H GARAGE FLOOR, TOWEL BARS 0444'' J� 'Y f I +�J' C I O I FINISHED GARAGE DOOR OPENING 1 1 TO BE 1 ' SHORTER IN HEIGHT & 2" �(} NARROWER THAN WIDTH OF 6ARA&E I I DOOR SIZE. 6068��.� 25 HX 2C, a n 1 M '<'• CLOSET + & Id IdQ as 5TAIR5 GA5 FIREPLACE ZIIIN 2V � FREE-STANDING BUILT-IN TV - m A• TO _ r w _ u ROOM IN5TALLEP PER MFG. NIGHT STANDS (2) CONFIRM p NOTE: PROVIDE ABOVE Q ro HVAC 3050 SPEG5 I � ,A I��z1�IL S1 IL 2 V x 1 VA X 1 6'P CABINET 51ZE Q 5 -2 1 -8 5 -41 13 CONDENSING 0 q' WALL HEI6fHT r UNIT U_ N LIVEABLE 1 ST FLOOR TOWEL RING 0 TILE TOP 8 1 � � d AT GROS5 MANTLEHATCHED ARE xxxxxxx7W4 DOORS 4068 BUILT-IN DRESSER 256 Sq,Ft SHOE SHELVES SHOE HEL PATIO DATE: 10/51/2002 SCALE- 1- W IL _ _, ., �--------------� % - ' - �♦000 ♦ pp0♦� HALF LITE ►.♦.♦aao♦moo♦� ..�:: - - x. CW DOOR �p 4x4 5 SHELVES _ - / MINIMUM OPENING DIMENSION OF 24" 1 L-4.0' \ SKYLIGHT - - ---CLOSET- 5'-O" 5'-O" HIGH BY 20" WIDE, 5.7 SOFT AREA, 1 V N I 4068 AND 44" MAXIMUM SILL HEIGHT. 1 I - - - - - - - - . 8' CEILING HEIGHT AT 1 SELF-CLOSING 1 0 , „ CRO55 HAT(' HEP AREA I�GEILIN6 HALL I '� .111 ry H Z PROVIDE SOLID BLOCKING AT 50LIP-GORE i TILE-� 5 -b BREAK H7WV 1 ~ < CENTER OF DOOR FROM �\ 1 TOP F I iiGRo $ REFRIG SPACE CEILING I FLOOR _ < -1 HEADER TO A MINIMUM OF 1 4" L-4''O'I 1 1 - - OVEN 1'X7' HOLE IN GEILIN6 WITH ,x•-17 L=8.5' (CONFIRM SIZE) /BREAK ENTRY , -i 43 S1 Q- ABOVE TOP of V00R 1 BOOKS I 1 4" SHELF ABOVE -SEE III�III✓ HDWD FLOOR II �, BKP17RUOM "` � w uR OL Cp> 1 CEILING PLAN PROVIDE 1 HOUR PROTECTION 1 TOi ET MIRROR ON GARAGE SIDE OF COMMON 1 HPwt I O WALL TOGETHER WITH LINEN i.P� O FLOOR 5ELF-GL051N6 1 3/8' THICK ,.----� -- -� GARAGE 50LIP-GORE POOR I 1.-f_ OF d SPLASH 1 3050 6070 NOTE: HOLD GARAGE FLOOR POOR B)TH TOWEL b • i BACK 50 THAT VooR LAN'?5 OPENER H '/VD FLOOR RN/ o 5a• '� �+1p 1 tSJ 0Z-2\- I ON APRON 3/4" BELOW PROVIDE BACKING FOR N �� 1 m 4 L-5.5' �/� /' H GARAGE FLOOR, TOWEL BARS 0444'' J� 'Y f I +�J' C I O I FINISHED GARAGE DOOR OPENING 1 1 TO BE 1 ' SHORTER IN HEIGHT & 2" �(} NARROWER THAN WIDTH OF 6ARA&E I I DOOR SIZE. _ I 1 4'-0" / 1 Q ALL 9TAIRWAY5 TO COMPLY WITH U.B.G. IN 1 , SECTION 1003.5. j l< R RISE, RUN, HEADROOM, 1 6"Xb" POST WRAPPE WIDTH, LANDIN, AND HANDRAILS. 1 1 - - - - - - - -- GAcRA 6 2868 1 WITH Nor WOOD G OVID CONCRETE SLAB FLOOR _ YLE5 ENTRY I I 5HEETROGK WALL5 $ GEILIN6 - 1 a L= 14. �J 1 UGH D I PROVIDE 50LIM BLOCKING IAT 5ELF-CLO5IN6 1 CENTER OF DOOR FROM SOLID -GORE ` DRYER- WASHER LAUNDRY FORMICA 1 TRAY HEADER TO A MINIMUM OF 14" i1 VEN7T0 SPACE LAUNDRY OUTSIDE ABOVE TOP OF DOOR. dA AIR BUILT-IN 1 j- TILE FLOOR IRONING 1 f30AR1j 1 \ NOTE: HOLD GARAGE FLOOR 6ARA6E �CS6 1 APP OVED DOOR Butt(, County BACK 50 THAT DOOR LANDS OPENED 50 GAL. GAS WATER HEATER WITH P.T. ..- --- . .---- ...- 3,1 Health ON APRON 3/4" BELOW L-4.0" 2fa60 2660 2660 1vironfr ental VALVE WITH PI5GHAR6E TO OUT51VE �I GARAGE FLOOR. y SEISMIC STRAPS TOP AND BOTTOM. 1 fig, I I VENT THRU ROOF AND PROVIDE I d} - - - - - - - - _ BARRIER FROM VEHICULAR DAMAGE. i TYPICAL s' PROVIDE CIRCULATING PUMP Bim 1 BIBB O THIS D I 1 'z WALL r PERF" RATED HEARWALL AT O BP I 2660 2660 WHI 1 GRID .1 - SEE A< ALT. 1 1 ,� -----• _ ------ - 2 7 �C • �ry ry+ 1 BP ��P BRACED ALL LIN L-4.0' L-4.0' BRAGED WALL LINE�I OF 6068��.� ARCH 0 PRINT CARPET FLOOR n 1 M '<'• CLOSET + & Id IdQ as 5TAIR5 IA z >� U O 9C s_ ZIIIN 2V � }O Q J Q N A• TO _ r ul m u ROOM / --------------- - ■�� 11 I I NOTE: PROVIDE ABOVE _ I 1 4'-0" / 1 Q ALL 9TAIRWAY5 TO COMPLY WITH U.B.G. IN 1 , SECTION 1003.5. j l< R RISE, RUN, HEADROOM, 1 6"Xb" POST WRAPPE WIDTH, LANDIN, AND HANDRAILS. 1 1 - - - - - - - -- GAcRA 6 2868 1 WITH Nor WOOD G OVID CONCRETE SLAB FLOOR _ YLE5 ENTRY I I 5HEETROGK WALL5 $ GEILIN6 - 1 a L= 14. �J 1 UGH D I PROVIDE 50LIM BLOCKING IAT 5ELF-CLO5IN6 1 CENTER OF DOOR FROM SOLID -GORE ` DRYER- WASHER LAUNDRY FORMICA 1 TRAY HEADER TO A MINIMUM OF 14" i1 VEN7T0 SPACE LAUNDRY OUTSIDE ABOVE TOP OF DOOR. dA AIR BUILT-IN 1 j- TILE FLOOR IRONING 1 f30AR1j 1 \ NOTE: HOLD GARAGE FLOOR 6ARA6E �CS6 1 APP OVED DOOR Butt(, County BACK 50 THAT DOOR LANDS OPENED 50 GAL. GAS WATER HEATER WITH P.T. ..- --- . .---- ...- 3,1 Health ON APRON 3/4" BELOW L-4.0" 2fa60 2660 2660 1vironfr ental VALVE WITH PI5GHAR6E TO OUT51VE �I GARAGE FLOOR. y SEISMIC STRAPS TOP AND BOTTOM. 1 fig, I I VENT THRU ROOF AND PROVIDE I d} - - - - - - - - _ BARRIER FROM VEHICULAR DAMAGE. i TYPICAL s' PROVIDE CIRCULATING PUMP Bim 1 BIBB O THIS D I 1 'z WALL r PERF" RATED HEARWALL AT O BP I 2660 2660 WHI 1 GRID .1 - SEE A< ALT. 1 1 ,� -----• _ ------ - 2 7 �C • �ry ry+ 1 BP ��P BRACED ALL LIN L-4.0' L-4.0' BRAGED WALL LINE�I OF - 6 -0 2 -2 4'-4" 4'-4" 2'-8" 7'-O" V- 1 O" 3'-8" 3' 8, 1' 1 O" ' " 1 " ' 11 _ I 24'-b" BRACED WALL LINE/ FIRST FLOOR PLAN 50ALE: 1/4" a 1'-O" NOTE: PROVIDE CHAIR RAIL MOLDING AT ALL ROOMS - CONFIRM SIZE AND TYPE WITH OWNER. u i o 4-4 4-4 4'-4" 5'-b" 6'-2" y � 1 1 -8 I LINE G Aa Vz AT 24" G/G Wifi TOP PLATE SPLICE 25 - 1 bd SILL NAILING - 1 bd AT 5" c/G AT 5HEARWALL BRAGED WALL LINEFEB -' B REVISIONS 6068��.� ARCH 0 PRINT CARPET FLOOR n 1 M '<'• CLOSET + & Id IdQ as �wv - Trj IA z >� U O 9C s_ ZIIIN 2V � }O Q J Q N A• SINGLE 54P DOUBLE 9dP r ul m u IL / --------------- - ■�� 11 I I NOTE: PROVIDE 5 1/4" GROWN Q 4- W 4 Q x 3050 MIRROR �• I � ,A I��z1�IL S1 IL MOLDING AT GE LING/WALL EPGE I A o 0 0 U_ r U_ 22'1q 5q,Ft LIVEABLE 1 ST FLOOR TOWEL RING 0 TILE TOP 8 1 � � d 2ND FLOOR DOORS 4068 GARAGE 256 Sq,Ft COVERED PATIO DATE: 10/51/2002 SCALE- 54' - 7YP, SPLA514 ,✓" Ulu -A I Q 0 PROVIDE - Vltull GOPYRIC,HT 2002 BACKING FOR �9 1 :,3 TOWEL BARS 0 44' p CLOSET DOUBLE 94P SINGLE SO - U°z TILE FLooR 1 _ _ _ SINGLE 5dP OUBLE D9dP CLOSET N SAFETY 6LA69 ENCL. j',P _1 _ _ _ 1 - 1 o < TUB 4 //�""'''''''y�� J \ M N. � 406 8 BI-PA55 DOOR5 \ • i`� 1 1I SHOWER - ° �/J 1 ATTIC 1 %0 ACCE991 N �Q V iry TILE TO b' r - HOS� BIBIB TOILET 26b8 NOTE: PROVIDE 5 1/4" GROWN {- < i MOLVING AT i' SINGLE 94P DOUBLE 9dP CEILING/WALL EDGE I U -Z 1 1 CLOSET 1 - U v -! j i BP _ 1 _ (L 1 to &L BI -PASS DOORS BEDROOM ~.:a: CARPET FLOOR 1 <1L-4.0' �- N w v__ A 1 7.O 2 I /i PROVIDE 1 BEDROOM WINPOW WITH to IL Z MINIMUM OPENING DIMENSION OF 24" ) W 14 HIGH BY 20" WIDE, 5.7 SOFT AREA, W 11- -I 0 1 AND 44" MAXIMUM SILL HEIGHT. ELECTRICALN d, N 1 NOTE: PROVIDE 5 1/4" GROW 1 MOLDING AT GEILIN6/WALL EDGE SERVICE i 1 BEDROOM. 1 1 CARPET FLOOR� ' 6 , j 1�s X66 / 7 \+fig 1 SAS PROVIVE 1 BEDROOM WINDOW WITH L-4.1 6' L-5. I MINIMUM OrENIN6 DIMEN516N OF 24" I HIGH BY 20" WIVE, 5.7 SOFT AREA, itl AND 44" MAXIMUM SILL HEIGHT. 1 1 2660 2660 - 6 -0 2 -2 4'-4" 4'-4" 2'-8" 7'-O" V- 1 O" 3'-8" 3' 8, 1' 1 O" ' " 1 " ' 11 _ I 24'-b" BRACED WALL LINE/ FIRST FLOOR PLAN 50ALE: 1/4" a 1'-O" NOTE: PROVIDE CHAIR RAIL MOLDING AT ALL ROOMS - CONFIRM SIZE AND TYPE WITH OWNER. u i o 4-4 4-4 4'-4" 5'-b" 6'-2" y � 1 1 -8 I LINE G Aa Vz AT 24" G/G Wifi TOP PLATE SPLICE 25 - 1 bd SILL NAILING - 1 bd AT 5" c/G AT 5HEARWALL BRAGED WALL LINEFEB -' B REVISIONS BY ARCH 0 PRINT Id IdQ as �wv - Trj IA z >� U O 9C s_ ZIIIN 2V � }O Q L ul m u IL t0 sT==IL ti o = oQ 4- W 4 Q x N � Q m 0 I A o 0 0 U_ r U_ 22'1q 5q,Ft LIVEABLE 1 ST FLOOR 3b3 Sq,Ft LIVEABLE 2ND FLOOR 13a5 Sq,Ft GARAGE 256 Sq,Ft COVERED PATIO DATE: 10/51/2002 SCALE- SHOWN ® PLAN Vltull GOPYRIC,HT 2002 ►' i. 0 _" w �w wwww w► �I�w� _ w _ .waw. ten. �. w� _ nw.w +�. w _ wr�w� _r _ ww��w _� w �w�llr w _� 1,1.,_.._ _Mi 1'w1w1%"pm Va &=von ■w" ■ ■vow Go 40 SIZE e'x�36t AREADEPTH TO5`" � SHAPE / eC'7 4i AJGy' PERIMETER /0 =i 2 �TEMPLATE N0:' _.... CUSTOM TILE SIZE X „ it TILE COLOR V/�pcJ JC .iJst '. COPING,�� t "PING COLOR POOL CAPACITY GALS. i PUMP CAPACI f G.P.M. 1 i 1 MOTOR H.P./ Get a H.P. f` FILTER _�S t' SQ. FT. 1 FILTER RATE G.P.M. 't TURNOVER HRS. VACUUM LINE .&;SKIMMER c. RETURN LINE " 1 MAIN DRAIN 0,,,C *q q rt 'tea SKIMMER -MODEL BACKWASH Td ? f r+3 j — ' �. /2„ OF;1 ?FILL LINE z.� ANT! -SYPHON VALVE � HEATER SIZE BTU 1 GASLINE BY: VENTED BY: _ ' WA ' < LIGHT " �" CLOCK` '1 ELECTRIC BY:-nq- g'�'» � l ELECTRICAL BONDING BY: � A14S141A ..; �',".,?e POOL CLEANER CHLORINATOR Vii 41 CA1 Pry,IAI4'7' �, . BOAR D—' i BOARD SUPPORTS Tile: LADDER—Model CJ"�� J' Tile: r SA: Water 4 SLIDE--# Color GA. Hookup �� 1 ROPE RINGS' W/ROPE& FLOATS" GRADING DIRT WALK i 1 i w^ STUB PLUMB ❑ No YES TRACTOR SIZES bre TILE &COPING '®.--ASAP ❑ OTN DECK BY: i r TREES, ETC. CONCRETE REMOVAL BY: 1 RAISED BOND BEAM: i YES ❑ NO �FIEIGHT WIDTH ;1 i DATE SWIMMING POOL NAMDWN. By E 1 ADDRESS CK'D. BY, CROSS STREETS `1 RES. PHONE �" BUS. PHONE p PRINTS S_ - SUNSHINE POOLS OF CHICO ! 2185 W. SACRAMENTO AVENUE CALIFORNIA 95973 C- c RICO,.. f RALPH'MERLO 345-4254 PHONE...._ 1 j Ty ., 1 APPRO� j I I 1 _ E u - x 9 117110,11111m SSP lei - 1�Op Is I� Q U 1 p' L "-k 6 -' ' E, N-I BUILDING DIVISION APPROVED rL GENERAL SPECIFICATIONS SIZEZ` &Y34AR!AL7V DEPTH --3- TOZ SHAPEF)Z ZB Fd 9AI PERIMETER /O TEMPLATE NO. CUSTOM TILE SIZE " x (0 If TILE COLOR COPING dllhtT�L6VG-�90D wrinG sovwk POOL CAPACITY ,GGz7 GALS. PUMP CAPACITY G.P.M. MOTOR H.P. i. S H.P. FILTER SQ. FT. FILTER RATE G.P.M. TURNOVER HRS. VACUUM LINE & SKIMMER Z RETURN LINE MAIN DRAIN mlYz- " SKIMMER—MODEL 4J - 5. BACKWASH TO ' OF 1/2" FILL LINE -� -SYPHON- VALVE - HEATER SIZE BTU GASLINE BY: VENTED BY: LIGHT t.0A-rT- CLOCK 2 Z (0 V'O L7-�S ELECTRIC BY:?',7-r&e ,i f ELECTRICAL BONDING BY St/N"3h1�J1L t G POOL CLEANER 4F-7'eO CHLORINATOR 'q 07Z) BOARD -SIZE BOARD SUPPORTS. C6 Tile: LADDER—ModeI4UVJ=-S,4Ar Tile: SLIDE—# Calor C.SA Watef Hookup ROPE RINGS C$ W/ ROPE & FLOATS GRADING d6 DIRT WALK STUB PLUMB ❑ No TRACTOR SIZE TILE & COPING ❑ ASAP ❑ OTH DECK BY: oTtl ,F ZqS TREES, ETC. CONCRETE REMOVAL BY: 56 RAISED BOND BEAM: >d ZE%14;p1N YES ©/ NO ❑ HEIGHT Y* TH 22, 9( DATE SWIMMING POOL NAME M9' -*1m Rs M OATT ]SV I S owN. BY ADDRESS q 3 qc , LAjC o �s 'j CK'D. BY CROSS STREETS RES. PHONE BUS. PHONE S- SUNSHINE POOLS OF CHICO 2185 W. SACRAMENTO AVENUE C+' CHICO, CALIFORNIA 95973 C.L. 356457 00 V �y �� __ . ff/