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047-430-056
047-43-0-056 FRANK, Kurt 97021 BPEM 66 Felicidad, Chico (new single family) F/NAL 3zSy� RESIDENTIAL 047-43-0-056 97-1021 BPEM FRANK, Kurt 66 Felicidad, Chico (new single family) PERMIT No. PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL LOCATION EEM—.p— P-0 L Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V=OK O = Not OK �- `=Not t able NoRedyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance & Disconnect 1. Zoning Requirements - Setbacks - Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 11. Ext; Stepa-Doors-Landings 3. Sewer, Location -Test -Fall -C/0 -Concrete 12. Braced WWI. Panels 4. Water, Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Locabon•Clearances-Gmd-/ /Amp -Concrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap; / ^A -141SCELLANEOUS Date DECKS, CARPOR GARAGES (Plans) O except #'s �,.. . , a .) 1..ZonkV Requirements -Setbacks -Easements 2. FootiNs; SailsSizE-Depth.Spacirtg•ConnectomSteel 3. Docks: Girders and/or Joists-Decidng•Bracing-Stair's-Rails 4. Wood Am.;Pocs-Beams-Rttra-Corinectors ShN.-Rtg.-Bracing 5, Alum. Awn.; Columns-ConneclkmsSplice Decal-Ertclosures 6. Carports; Windows -Doors 7. Electric / /Nat. or/ /"L°(L/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 11. Ext; Stepa-Doors-Landings 12. Braced WWI. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _Date 1. Zoning Requirements- Setbacks Easements 2. Footings; Sim -Spacing -Marriage Line 3. Gas; MH Test Demartd 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 12. Permanent Foundation Only: License Decal t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 -141SCELLANEOUS Date DECKS, CARPOR GARAGES (Plans) O except #'s �,.. . , a .) 1..ZonkV Requirements -Setbacks -Easements 2. FootiNs; SailsSizE-Depth.Spacirtg•ConnectomSteel 3. Docks: Girders and/or Joists-Decidng•Bracing-Stair's-Rails 4. Wood Am.;Pocs-Beams-Rttra-Corinectors ShN.-Rtg.-Bracing 5, Alum. Awn.; Columns-ConneclkmsSplice Decal-Ertclosures 6. Carports; Windows -Doors 7. Electric 8. Fnn4.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; NaiGngVeneerStucco-Mesh 10. Roof. Shthg-Roofing 11. Ext; Stepa-Doors-Landings 12. Braced WWI. Panels Date Card B-1 Date Card 8-1 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 S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/S•Circulating Equip.+leater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Penelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Apl = Not Res except RESIDENTIAL (Single & Duplex) L 2. A., Main; Soils-Elec. GrAd. /j 1,11 Ftg. Depth Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth tg. Porches & Decks; SoilsSteel-/ P Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. ; walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Cab B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLU (Permit) OK except #'s 17. WoL tr ss Combustion Air Baffle W i & Anchor -Nail Protection D ..; Test Fittings & Anchor -Nail Protection Zit Shower Pan• es First Floor -Tub Access 21. Test Tub &Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date - / Date Card B-1 L Date Card B-1 Card B-LDate Card B-1 Date AtECTYlICAL (Permit) OK except #'s be -Transformer Clearance -Ins. Protection 24:_ I eaeptacles Spacing -Lights & Switches at Doors 25. qjxeBpx6 & No. of Conductors Stapled 26. mex Inst 411ed Close to Edge of Studs & C.J. E5yi 6__und made up w/Mech Fastners-Bond Gas & Water 2 . Appliance Circuts in Kitchen & Conductor Size 29. leftbWW VVIE S 20 1 u or AI-A.C. Wire Size / / ga Cu or AI ange Circ. / (/Cu r Al -Oven Circ. / / ga Cu or Al Ins eutral 0 Yes &Vle'rvice-Riser Conductors & Ground -Main Disconect 2. E . C noes Panels -Motors -Meth. Epuip. I es Closet Light -Shower Light -Spa Light Smoke Detector Date / A Card B-1 Date Card B-1 Date Card_DP1-1 Date Card B-1 Date CHANICAL (Permk) OK except ft 36. Y6tFan, Exp above insulation ondensat rain Overflow, Size & Grade F�e ess-Comb. Air-Retum Air Vent 115 outlet Attic Access & P.latfam*-Fumace in Attic Date _ /15 4 Card B-1 j lt3 Date Card B-1 Date Card -1 Date Card B-1 Date MAMING (Plans) OK except ft AD --tits P r Materials & Anchors ells fling Spacing $Braces-PlatesSound 4 s over Girders & Floor Nailing 13 Stop in Walls (rat proof) Fire 41oprTurred Ceilings -Stairs -Chasers -Tubs dens & BeamsSize &Bearing Date 47 ling. Joist-Rftr. Ties-Purlin-roff Bra&,ZaL%s4htina.-Rfno. &Firepla 2�Type /rXhie+ft"rce Throat clearance c Acce�ize & Romex Protection -Draft Stop -Ins. Baffles 5Q.. . liWu or Exiting Doors -Sill Hgt. & Dimensions K_,ae15gtL0jWicfion Framing 5 perty Line Firewall & Openings .,Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits N. Sjairs; Width -Headroom -Rise -Run -Landing -Fire Protection !!.'`Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 66. Siding -Nailing Ven -/ 57. Stucco rip Screed -Fd. Vents-Underflr. Access Glaang Area -Glass Protection -Skylights -Plastic M. Shear Walls; Nailing -Bolts 60 -Mace Interior / Exterior Wal Is 1'1-/7- 5 G7 �.._ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF`)EVEL'OPMENT SERVICES -BUILDING DIVISION d a 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754y,7 PE MIT o. (Rev. 12/96) APPLICA JON AND PERMIT l ,/r_ ASSESSOR PARCEL NUMBER_ 047-430-056 ZONICG SR -1 BUILDINGPERMIT OWNER KURT S. FRANK MtLT77 SO. FT. OCC. BUILDING VA ATION 253 R 137 106.00 OWNERS MAILING ADDRESS 3006 ESPLANADE SUITE I CHICO C4 95973 959.5 U 17 271.00 CONTRACTOR'S NAME OWNER TELEPHONE 419 C 447.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ' Fireplace Total Valuation $ 161 324.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 856.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 556.70 BUILDING ADDRESS 66 EFLICIDAD Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 1479.20 LOT N . � SUBDNISI 9""gN MANOR PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF 0[ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 121 7.00 4.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 bedrooms ! Te- Im5, v°/ t Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AORLESS 23.00 93-00 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 II force and effect. / License Class Lic. NO. z 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 Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( s ACC, gLOS. SO 3.50'7, 123-7 NEW NON -R SOT = OUTLET 97.50 POWER APPARATU ET US 8 SINGLE OUTLS OUTLET OR FDRURES Ex. Occup.BAL 20 Q 1.00 @ .50 Ex. Occup. ours Aalo.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 166.75 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation (� of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ` -� K'_ Date _ 17-c? 7 Sign re Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ova 0' ee an demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 4 TON 20.00 Cooling Hood 6.50 Ventilation nI PERMIT FEE $ 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE T Al_ FEE $ 1935.95 HAZ. ES M F D CO y PD HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r ByAlv/e�_,Date PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. &Y( Data Receipt No. , o .- WHITE -D.D.SB.D. CA RY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT 1 J CA 00 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ti a 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75419,,/IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER /�! I'�J /� —O� / v' ZO:vINO(R J BUILDINGPERMIT -,. OWNER • From Ice - TELEgpgyE��[JJ ., tSO. FT. 09P. BUILDINGVALUATION "� � a�� OWNER'S MAILING ADDRESS^a� ^► CONTRACTOR'S NAME^ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $Ct. ts ARCHITECT OR ENGINEER ,/ LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNb ADDRESS Plan Checking Fee $ 7o BUILDING ADDRESS 0�I I�I�Q n , /l 1//Y/w,l Energy Plan Checking Fee PERMIT FEE g $ ! 2�' LOT NO. SUBDNIS qNS NAME _'� Ue �^� PARCEL MAP PLUMBING PERMIT _� Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 ,C)b Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ JUtilitiiees,,❑� Installation ❑ Other ❑ Describe Work: rpory)-5__ Gas piping system 1 -5 outlets 15.00 Buildingsewer 15.00 � Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service 200A OR LESS 23.00 L(:2 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of ChapterOR 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i I force and effect. r �C License Class Lic. No. J u 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 Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP. & ACC. 3.5Qso /Z> CONST. oS NON-RESID. 07.50 POWER APPARATUS SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 ®' °° BAL @ .x Ex. Occup. OUIx Aa oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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 Fling Fee 20.00 Heating ,ua Cooling ov Hood 6.50 Ventilation , 'D PERMIT FEE S 0, C6 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. 51-17-0/2 Date —_ Sign ure of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee occ CONST. TYPE TOTAL FEE $ , RAZ D «� MP' IJ^' F1A00 CD PD 0 uE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. D ) WHITE-D.D.S.-B.O. CANAR -A S SSOR PINK -INSPECTOR GOLDENROD -APPLICANT �y1 { »`t.Jl • T W~ -% 'i ".j. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER OCT A.P. # � f PROPOSED BUILDING USE ��� DATE 1. BUILDING PERMIT FEES , �- -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES (paid at District Office) JW< SHERIFF FEES (paid at Building Division) Residential ........ x $360.00.= $ �0 nits Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x =$ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES CA - (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES .` $425.00 (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) REC # DATE REC II -Iv -97 tt-0-11 II -Iv-47 II -10-`j7 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. P �< DATE / — /7—::/' / Original -Owner Copy -Building Div. (Rev. 12/96) ....�, +i. �„rrYrr i1 • ^.n .�� �,. .r /.. ,.- ..'r . - ,. - + s. , . ry,l-t-.- , -.-.rw'f � �I"'�.i a L..w.�i...�y�..v�"� .r.• n.,.. � .. + COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 0 - PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCELD % (%7 O Proposed Building se: Building Inspector:rm—itted Date: IF _ /-7 At time of permit application, was advised the following data must be sprior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ---------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ❑3. Complete plans, 3/4 sets;..sigged;by the preparer of plans. --------------------------------------------- .u. 04. En ' eered plans, 3/4 sets, with'wet signature on plans. All engineering must be shown on plans. CWf2geered truss details and layout � duplicate (required prior to plan review) No faxes! --------- f )t) Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. El 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 04 Fees of $ 12 Z 5� ------------------------------------------------------------------------------------ 0 pact fees as shown on the attached schedule. ----------- -__________ 2. Cahfornia Department of Forestry plan approval/fees.--------------------------------------------------- 1qj 3. Flood elevation certificate. ------------'---------------------------------------------------------------------- Sanitation and plot plan approval(Cf / C -O Health Department. ------------------------------------ Ell 5. ----------------------------------- ❑15. City of Chico plumbing permit. ---------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------. ❑ 17. Planning approval for (A) Use: (B) Parking: ___________________ WEontact Land Development about Improvements, 11 Drainage, ' Legal Parcel. ----------------- ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner-Builder ---------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner Cl) - ------------------------------- �orde❑ 24. tter of signature authorization.--------------------------------------------------------------------I ----- d co of Agricultural • PY gn Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- (Date) ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ElCheck to H.C.D $ _______________ Other: j (0. — CO( (C,4 (5We;� ✓ 4o C.o"4,4.------- When you issue -the permit, process as follows ❑ Mail to owner, ❑M/I rail to contractd. ❑Telephone , / - % 77 and hold for pickup at C CQ office. ❑ Deliver with inspector. Applican : 1 Date: Copy of Haz-Mat form sent ❑ Health Department, 11 Fire Department, ❑ ollution Date:_ By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ;3 Other: r arm /%ate: By: 9-17_97 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, 6wner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by liphone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advi of the above r data by ❑ phone, ❑ mail, ❑ 1341A� 'o ter, by Date: Plans reviewed by: Date: o�J� — Plans approved by: Date: Sets of plans on hold • ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:Date: Yellow Copy - Department of Development Services, Building Division. TO:* Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance F i] . A v �1 .H. USB ONLY Plot Plea Aft&W Moor Plea AM chW 4-1 Seat to B.D. , / Lin, T Owner Location Plan Approved for: Sewage Disposal _L/ Water Supply: Public _ Clearance for bedroom -home. Other Hold final for: Final clearance O.K. for: NOTE: &Z- & / Health Specialist 8/92 AP# Private Well 92197 Date A W CDF.FIRE SAFE REQUIREMENTS Lf? -43 -R� 9 7 - Z02-( )��k,, •KLtZ� AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. , + [j 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-_,rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,0.00 pounds. �( [1�} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of / curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. (�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. ( 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o:f ?. LF L3 - 2..0 2-/ AP # PERMIT # NAME [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two -feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. ( ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�) 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property, lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction., road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f=:ia1inspection of a building permit. Page 2 of 3 .a a� AP # 19'7_2-v 2 - PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves F44 -Alk . /C,,z9__ NAME [ j If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials a-(/ -q � Date Signature Page 3 of 3 PLAN -REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: 4&0,nj< Received By:�% Q _ Date: I Ito A.P. #: `�'C� , 3 V (� J� (p Permit #: Time: ContactPhoneNumber: Purpose of submittal: 12R9,7 -S gQaa �"SZ�4- �748' ermit Application Data Item �LQou c+�2. �a.Qavti►�.--� ,,�,,�� 2 /,t Lam' UIS ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: Y - ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show how When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call and hold for pickup at theCom' hico Office ❑ Oroville Office ❑ Deliver with next inspection. ❑ As requested on permit application data sheet. Revised Plan Check Fee: ❑ $46.00 Receipt #: 4/--;-W -,�. Additional Fees Not Required Additional fees may be due based upon complexity and time ' olved to process this submittal. =x t t BUTTS COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) DL( `7 Property Owner V, Pr" lcZprx, t4 - T` Project Location/Address (nCr C. [ /4-/) Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: r qu I - Bui ding De`-pYrtM_e6k Representative Date Chico Area Recreation and Park District(CARD). certifies that; (Applicant Name) (Phone Number) (Street Address)' (City) (State) (Zip Code) has complied with,the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ CARD Represent�Tive Date PAID BY CHECK NO. REMARKS: BANK NO.�& 34 g& PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow--Butte;Co'. Building Dept. Goldenrod --City of Chico Building Dept. DIEM ;� .. . •R�;"r^.•rr�.k^F a� r',,�°r�vm-+.y�F�,;,,.�yv�yF`dmw�,rr%+�;"'1tS'rn^�': Ns''s+PEr.�'R��„•r�''rc""1°Y"�3o3i" `y` fTFi''.r. '?7F� !'a;� BUTTE COUNTY SCHOOLS�IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Co ��., Building Department No. A.P. Number. 047- q 30 - OVP Jurisdiction: City County Property p nv Owner Kc.M" S, E'�',�i 1 & . Property Location/Address tP0 %efi Uda OC,, `+ Subdivison r ". •cJ (� )i Maior Lot No. Residential Development 0 0 0 Sq. Footage X53 No. of Living MHI Addition (Group R) N Units Commercial/Industrial 0 Sq. Footage New Addition (Including Exterio DunUIIIY uepdrurlenL r Roofed Areas) Date.. • • District Identification No, •r �`'° � �- School District certifies that ' • �� ,ll (Applicant) (Street Address) (Phone;Number) (City) (State) a /_ (Zip Code) has complied with the requirements of Resolution No. (p 77 �- 1 V'' by payment of $ f representing a?,532— square feet. As 2926 $ FULL MITIGATION $ y ~hool. District Representative Date Sc Paid by Check #` ,.�Remarks: Bank Number _ Y Paid by Cash k 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 White (applicant), Yellow (building department)' Pink (school district) 1 � " feeform.wkt (11/94)dmm AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 9-26-97 PROPERTY OWNERS: KLAT S. FRANK State of 'California County of BUTTE On '.'SEPT_"R26, 199beforeme, ELTZABETHA.KOCH , NOTARY PUBLTC personally appeared KURTS . FRANK personall Y known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. -:;:a111unuuouonuuuunuuunounuunnuouunn WITNESS my hand and official seal. OFFICIAL SEAL dj 1048835 �9 fH '� ELIZABETH A. KOCH �J {; NOTARY PUBLIC -CALIFORNIA 0 Signature gl; COUNTY OF BUTTE 41 My Commission Expires January 2,1999 .�IIIIItt1I111111111t11111tII111111111111111111I111111111111i1I11111Iiltll A.P.# 0417-1-136-05& May 1995 2.19 /v" .. 1' 7 7-0368161 Rec Fee 11.00 And when recorded mail to: I IHF Recorded I Check 2.00 13.00 Building Division Official Records I , #7 County Center Drive County of I Oroville, Ca. 95965 I Butte I Candace J. Grubbs I Recorder I 10:33am 1 -Oct -97 I PBL XX 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 9-26-97 PROPERTY OWNERS: KLAT S. FRANK State of 'California County of BUTTE On '.'SEPT_"R26, 199beforeme, ELTZABETHA.KOCH , NOTARY PUBLTC personally appeared KURTS . FRANK personall Y known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. -:;:a111unuuouonuuuunuuunounuunnuouunn WITNESS my hand and official seal. OFFICIAL SEAL dj 1048835 �9 fH '� ELIZABETH A. KOCH �J {; NOTARY PUBLIC -CALIFORNIA 0 Signature gl; COUNTY OF BUTTE 41 My Commission Expires January 2,1999 .�IIIIItt1I111111111t11111tII111111111111111111I111111111111i1I11111Iiltll A.P.# 0417-1-136-05& May 1995 2.19 NOTE TO RECORDER: DO NOT RECORD THIS SIDE " A.A. — 1 Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take.the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). May 1995 2.18 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA,'COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 5; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. ALSO RESERVING THEREFROM A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS. SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEMBER 14, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-43241, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL I -B: A 30.00 FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHWESTERLY 30.00 FEET OF PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15. PARCEL I -C: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 89 OF MAPS, AT PAGE(S) 15, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY CORNER OF SAID PARCEL 1, SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF KEEFER ROAD; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, SOUTH 37 DEG. 42' 36" CONTINUED PARCEL I -C: CONTINUED EAST A DISTANCE OF 10.57 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL 1 NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 31.72 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 56.01 FEET TO THE BEGINNING OF A 40.00 FOOT RADIUS CURVE (THRU WHICH POINT A RADIAL LINE BEARS NORTH 18 DEG. 46' 34" WEST); THENCE ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 108 DEG. 56' 02" A DISTANCE OF 76.05 FEET; THENCE NORTH 37 DEG. 42' 36" WEST A DISTANCE OF 56.01 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -D: AN EASEMENT FOR BICYCLE AND PEDESTRIAN PATH WAYS, STORM DRAINAGE FACILITIES AND APPURTENANT PUBLIC USE, OVER THE FOLLOWING DESCRIBED PROPERTY: - THE NORTHERLY 10 FEET OF LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CARRIAGE ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1988, IN BOOK 112 OF MAPS, AT PAGES) 24, 25, 26 AND 27. PARCEL I -E: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. PARCEL I -F: A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. PARCEL I -G: A 46 FOOT WIDE STORM DRAIN EASEMENT OVER LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. 97-036816 97-036816 97-036816 r 97-036816` Re4 Fee 11 00 1'IH, a Recorded 3.. 00 1 • Check 13.00' Official Records I County of I Butte 1 Candace J. Grubbs I Recorder I 10:33am ijeOct-97 I PUBL XX 3 i LP z' -- And when recorded mail to: . Building Division #7 County Center Drive Oroville, Ca. 95965 SEUTTE COU �� S-3 RECORDED f 1ME T Oi MID %V""T1i�E ooMlrufr DM nooROED: i W& 1D.1 3 3 A rv\ 9 �- C�� O C T 11997 NOT COMPARED 0,1,1 ORIGINAL DOCUMENT AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 9-26-97 PROPERTY OWNERS: KLAT S. FRANK State of*California ) County of BUTTE ) On SEPT. 26, 199before me, ELTZABETHA. KOCH , NOTARY PUBLTC personally appeared KURTS. FRANK personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. A.P.# May 1995 2.19 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 5; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. ALSO RESERVING THEREFROM A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEMBER 14, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-43241, BUTTE COUNTY, CALIFORNIA; ALL.OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL I -B• A 30.00 FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHWESTERLY 30.00 FEET OF PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15. PARCEL I -C: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 89 OF MAPS, AT PAGE(S) 15, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY CORNER OF SAID PARCEL 1, SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF KEEFER ROAD; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, SOUTH 37 DEG..42' 36" CONTINUED PARCEL I -C: CONTINUED EAST A DISTANCE OF 10.57 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL 1 NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 31.72 FEET TO THE TRUE POINT.OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 56.01 FEET TO THE BEGINNING OF A 40.00 FOOT RADIUS CURVE (THRU WHICH POINT A RADIAL LINE BEARS NORTH 18 DEG. 46' 34" WEST); THENCE ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 108 DEG. 56' 02" A DISTANCE OF 76.05 FEET; THENCE NORTH 37 DEG. 42' 36" WEST A DISTANCE OF 56.01 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -D: AN EASEMENT FOR BICYCLE AND PEDESTRIAN PATH WAYS, STORM DRAINAGE FACILITIES AND APPURTENANT PUBLIC USE, OVER THE FOLLOWING DESCRIBED PROPERTY:' THE NORTHERLY 10 FEET OF LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CARRIAGE ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1988, IN BOOK 112 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. PARCEL I -E• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. PARCEL I -F: A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. PARCEL I -G: A 46 FOOT WIDE STORM DRAIN EASEMENT OVER LOT 71 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. LAND DEVELOPMENT BUILDING /'ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Bu//ding Permit No. q7— — c9 OWNERS A.P.ku,67— NUMBENAME: k)/` 06-7.z� PRINT LAST NAMH RBST l T eq/ -q�- 0 D Q) ADDRESS / LOCATION: u e rJ 1 A� �-()T S COUNTY ZONING_ C, DESIGNATION:y FLOOD ZONE: Zrr FLOOD MAP: ©J S �� APPROVED: CONDITIONALLY APPROVED: t/ • RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMM ENTS/CON DITIONS: MAP INFORMATION: 1Vt4,F-1orZ CSc>�3 DATE OF RECORDING LOT S - BOOK /38 PAGE / COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1.. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. ; Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. N, r—o ya o T7 [�Z- COQ' Y)1 Ra N S _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be mwde to the Pb rdug Dhdsibn- 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. Ix 19. 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. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able. to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. - 'AIO 10 NdOl3A30 OW 311118 JO AIN= L66191d3S a3nI303a LD 5/97 6:1wve F0 "AKD ffM.aA utte coun y v.4,. LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 KURT S. FRANK 3006 ESPLANADE SUITE I CHICO, CA 95973 Re: B.P.#97-2021 9/23/97 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 047-430-056 Action Required: [X] Comply With Plan Check List [ ] Resubmit Plans With Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: BOB METZGER CAL BACHMAN PERMIT APPLICANT KURT FRANK ASSESSOR PARCEL NO. 047-430-056 PERMIT NO. 97-2021 DATE 9/23/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications,'and calculations as follows: REVISE PLOT PLAN TO SHOW WELL 55 FEET FROM CENTERLINE OF STREET AND SHOW L•EACH- FIELD 100 FEET FROM WELL. SHOW NORTH ARROW ON PLAN. 02 -PROVIDE A MINIMUM OF 28 SQUARE FEET OF GLASS AREA IN MASTER BEDROOM. ONE HALF OF THIS TO BE OPENABLE. (14 SQ.FT.) PROVIDE LOCATION OF HEATING/COOLING UNIT. IF LOCATED IN ATTIC SIZE TRUSS FOR MECHANICAL LOADS. 4. REMOVE ALL NOTATIONS TO PLANS REGARDING STICK -FRAMING FOR ROOF. AS PLAN IS TO BE MASTERED ALL ITEMS THAT DO NOT APPLY ARE TO BE REMOVED FROM PLAN, NOT SIMPLY CROSSED OUT. 5. NERGY CALC'S. 5.1 SIDE -LIGHT NEXT TO FRONT DOOR IS DIFFERENT SIZE IN CALC'S (SMALLER) THAN ON PLANS. COORDINATE. . 5.2 PROVIDE CFL1R IN EACH ORIENTATION. MUST BE SIGNED. 5.3 REQUIREMENTS FROM ENERGY FORMS, IF NOTED ON PLANS SHALL BE IDENTICAL REQUIREMENTS: COORDINATE PLANS AND.ENERGY CALC'S. 6. PLAN IS IN LINE=UP FOR STRUCTURAL REVIEW. 40 606 ko v4ryl I (-Ll- 17 � �'C�Vw`J G�� v�,vf' mor✓G�� MARTHA WHITNEY - PLAN CHECKER CC: BOB METZGER CAL BACHMAN If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. RESIDENTIAL -1 - y5--nr 05 Fo�nL, J Fl -1 JOS FINALED (Date) Signature V =OK O - Not OK = �Reaw �° MOBILE HOMES Date MOBILE HOME UTILITIES (Plana) OK except N's I. Zoning Requirements - Setbacks - Easements 2 Sods; Special MH Support Sketch 3. Sewer; Locadon-Am eIF=-Cortcrate 4. Water, LocatioW scale Needed (Sketch) S. Elecciary; Loca /Arnp.Cplerete 8. Gar: Location-TevW ap; / JUL / /Net or/ n -1t / /LPG 7. Wall Clearance 3 Diaearrlect 8. Utlity Clearance MISCELLANEOUS Date DECKS. COVERS. CARPORTS. GARAGES (Planel OK except +i's 1. Zoning Requirements-Setbacks-Easer ienta 2 Footings; SodsSiae-OeothSpaarg4onnecwrs.Sbd Dans Card B-1 Oats Card B-1 Oats, Card 8.1 Date Card B-1 Oats MOBILE HOME INSTALLATION (Plana) OK except s's 7. Electric 1. Zoning Requirements-Setbadts Easen+ents 8 Fang.: Sb Anchors,Studs-Rltrs-Thum 2 Foomgs; Sim -Spacing -Marriage Urn 10. Roof: Shthg-Roofing 3. Gas; MH TestOemeraWake Carnector 11. ExL: Swp&0ooraLandvrgs 4. Electricity; MH TesWrcissovereaceakersCleafances 5. Orcin; MH TesW%14 imt Comector Card B-1 Date Card B-1 Date 8. Water; MH Te*AegulamaConnecmr Date POOLS (Plans) OK except A's 7. Water and Sewer Connected-CrO to Grade -HD Approval 1. Setbacks-Easemerim B. Gas and Electricity Tagged 2 Soils: CompaclkwiStructure StatWiy 9. rie Downa.Typeanstalledon Certt, 4. Elec.; Receptades and Lightirg. DIstanceW 10. Exits; Insp.-Sketch S. Elec.; Pool Lighting; 15 Volts -GR 11. Cert of Occupancy 7. Elea: Bonding; Metal w/9-Clreulathg Equip. -Heater e. Elec.; Gmundug; Equip. w/5 Ckculsing Equip. -Pool Lghtg. Boxes-Enciama ea-Panelboards-Im to Man in Conduit 9. Health Deparunent Approval Oats Card 8-1 Date Card B-1 Oats Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS. COVERS. CARPORTS. GARAGES (Planel OK except +i's 1. Zoning Requirements-Setbacks-Easer ienta 2 Footings; SodsSiae-OeothSpaarg4onnecwrs.Sbd 3. Decks Girders and/or Joists-Dedfvx}8racingSlaira-Rails 4. Wood Awn.; Posts-Beams-Ritra.-Connectors ShO g.-Rtg.-Bracing S. Alun. Awn.: Cokstm9Connection9Spk&Oecat.Ertdowres & Carports: Wkrdowe0oom 7. Electric 8 Fang.: Sb Anchors,Studs-Rltrs-Thum 9. SkWq-, Nailing-Ve wmr-Stucco-Mesh 10. Roof: Shthg-Roofing 11. ExL: Swp&0ooraLandvrgs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except A's 1. Setbacks-Easemerim 2 Soils: CompaclkwiStructure StatWiy 3. Pool Structure: Steel-Cannections-Thidarese Dead Men -Lining 4. Elec.; Receptades and Lightirg. DIstanceW S. Elec.; Pool Lighting; 15 Volts -GR 6. Elea: Endosures: Conduit Enmea-Twminals-Usted 7. Elea: Bonding; Metal w/9-Clreulathg Equip. -Heater e. Elec.; Gmundug; Equip. w/5 Ckculsing Equip. -Pool Lghtg. Boxes-Enciama ea-Panelboards-Im to Man in Conduit 9. Health Deparunent Approval 10. Plumb.: Cir. TesPWater Supply Test Date Card B-1 Date Card B-1 Date Card B•I Date Card B-1 V . OK O - Not OK Not Applicable - Not Readv Date UNOERFLOOR (Plans) OK except Aft " I. ZonxngSetbacks•Easmenm4400dSlope 2. Ftg., Mein: Sods-Elec. Gmd.-/ /' Ftg. Depth 3. Fig. Garage: SoilsSteeF-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks: Soilo-Steell /' Ftg. Depth S. Stemwalls, Man: StseFBlocttoutaWrapped 6. Stemwalls, Garage: Ste"Ici kout9'Wrapped 6s. Hold Downs and Special Anchors 7. Slab. Stael'Wrapped 8 Piers�Rrsplace Ftg.S" 9. O.W.V.: Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe: Sias Anchors - Yard Gas Pipirig; Size Teat 11. Water Pipe: TestAnchors.Aegtdatar-Sefvice Test 12. Electric Underground 13. Plenums & Ducts: Cbaranc&Mater:"upporHns. 14. GlydersSxUs-Anchor BdtJoists-Vents•Crippies 15. Access & ventilation 16. insulation Date Card B -t Date Card 8-1 Dat Card B-1 - Oat Card E -i Dat PLUMBING (Permiq OK except #'s 17. Water Hb:: Vent-AccesaCombusdon Air Baffle 18. Water Pipe: Test & A nchot+W 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: Sae & Anchors Dat Card B-1 Date Card 8.1 Oat Card B-1 Oat Card B-1 Date ELECTRICAL (Parmiq OK except +Ws 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Band Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Rance Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral o Yes 0 No 31. Service -Riser Conductors & Ground -Man Oisconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card 8-1 Dat Card B-1 Date Card B-1 Dat Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan. Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39 attic Access & Platform it Furnace in Attic RESIDENTIAL (Single & Duplex) Dare Cara 8•I Oaxe_ _ Cara 8•1 Date Cara e. i gate Cara 8-t Date FRAMING iP!ansi OK except a•s zo3_r7 :raceC 13te5 ._0uncj - - --!jnng :Taut: ":er •',.rear_ 3 , ocr - - ::.• .,t Ctoc In :'/air- •..-_ _ - - -- ... -.rN ':(Op: ';rrn'J '.ennui: .t.ld•. 'aJ Cox: vC: - .._. --_-_ ,Date FRAMING (Continued) 46. Hangers -Post Caps-AnchorsConnectors 47. Cling. Joist-Rttr. Ties-Purttt toff Brac.-TrussShting,-Ring, 48. Fireplace Ties or Type A Flute -Fireplace Throat clearance 49. Attic Access: Size & Ramex Protection -Draft Slopdns. Baffles 50. Bdnn. Windows or Exiting Ocare.Sill HgL & Oiriensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Ooars-One 3 -Check Garage 3rd Story, 2 Exit 54. Stairs: Width 4eadroonrRlse-Run4AndirV-Fm Protection 55. Pfywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh-Orip Screed -Fd. Ventr Underfic Access 58. Glazng Area -Glass Protecdon Skylights -Plastic 59. Shear Walls: NaWng-Bolb 60. Brace Wag Panels 61. Insulation-Walls•Ceif Ns 62. Infiltration -Walls -Windows Dat Card 8-1 Oat Card B-1 Oat Card B-1 Dat Card'B-1 Dan FINAL (Plans) OK except;ft Steps -Door & Sidelight Protection -landings 40. Smoke Detector 1065. Fume : VentsClearantx Comb. AuConeeOory I arage: Above Floor -Ousts -Meth. Protection Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. nix or Stove. Clearance -Hearth .ZR�4!96. Outlets at Wood Panel, int. & Ext it. FxL & Appliance: Ground. -Air Gap -Cooking Clearance udets & Rec ticales at Kit Counter arao&Fire Door. Swina-LandinoCtosure Wtr. tr.; VentsCC learanceomb. Air Connector-PR.V. 1 ala e: Above Floor-Mech. Protection P _Elec. & Mech. Equip. Listed for Location ee. Receptacles in Garage (G-FLI-Rome,x Pmt, _tk . 09. t tion -Foam -looked in Attic JW G b rails & Deck Construction -Post Caps do VBents & Crawl Hole Door Drainage & Wood -Earth C a'ra'nce Looked under Floor a Yes 82. ng InstlddDrive Q Yes Q NoANalks Q Yes Q No/Planters Q Yes Q No LK tucco Brown -Finish A . Unit Disconnect, Electrical -Plumbing enits Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings a Well, Disconnect, Electrical, Plumbing 7. tensor Elec. Trim, G.FI. Receptacle -Underground Ventilation Throught House MD. '' ss Protection C rections from Previous Inspections G Test-bleters Tagged. Gas -Electric .er 3 .":;:ver Connected-= to Grade -HO Approval _rerg Compliance Certificate -Other Certificates Cate 3. _ - Card 8 t Date - _ --- Card 8-t Date _ Card B•I Comments at hn•.,i ENGINEERED WOOD SYSTEMS A A Certificate of Conformance Certificate 47620. THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American Wood Systems (AWS) were manufactured in accordance with the specifications indicated below. 4 ANSI Standard A190.1-1992, for Structural Glued Laminated Timber ❑ Proof loaded end joints WESTERN WOODS Job Name ---- CHICO, CA Job Location —. Customer's Order No. 60684 Date 09"03- 97 Mgr's Order No_ 57-8400 • a 3L M' CoArt r Technical Director Signature _ Tide i�r Company Wi lamette Ind. Address VauDate_ ghn, Oregon 09--03-97 _ CSO e,4 IT IS HEREBY CERTIFIED that the structural glued laminated timber production- of the above- named manufacturer which carries a collective mark of American Wood Systems (AWS) Is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. a SEAL ;< y . by Thomas G. Williamson ��•.� T �� Executive Vice President HIEN G A ERICAN WOOD SYSTEMS -A RELATED CORPORATION OF APA LOERKE INSULATION CO., INC. INSULATION CERTIFICATE -elicidad Chico um er an ree Cit Lot 5 Coun Y Su ivision o r )ESCRIPTION OF INSTALLATION ROOF Material Thickness (inches CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13 Loose Fill Type Fiberglass Contractor/s min installed weight/ft sq. .659 Ib. Brand Name Thermal Resistance (R -Value) Brand Name Schuller Int. Thermal Resistance (R -Value) R38 Brand Name Schuller Int. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiber Ic�ass Batts Brand Name Schuller Int Thermal Resistance (R -Value) R13 Thickness (inches) 3.3-5" RAISED FLOOR Material Fiber, Iq ass Batts Thickness (inches 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches,_.) 6. FOUNDATION WALL Material Thickness (inches Brand Name Schuller Int Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value) DECLARATION I the current Energy Efficieinsulation c uStandards for residential buildings (Title above 4 Part 6,California Code of e Regulations) as indicated on the Efficiency of compliance, where applicable. C. 150 I —em- Ws bgn4ahture, ate tem s Signature, ate Item #s Signature, Date LOERKE INSULATION CO., INC. nsta inSu contractor Co. ame Or Co General ntractor (Co. Name) Or Owner nsta in ubcontractor Co. ame Or General Contractor (Co.Name) Or owner Installing Subcontractor ((Co. amOr General Contractor (Co. t�fame) Or owner COUNTY OF BUTTE i, r y BUILDING DIVISION .DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 . h i. CORRECTION NOTICEFvn i, lc qD-, I oa Y OWNER ,,., PERMIT NO. .�i•3 `ate, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, t Please ntact this office immediately. 6�o -�b Ll -6oA4"Yk.A�- 6=Z0 ORM Md r r Date — 5 -qg Inspector REV 10192 t f2 m I f N EPROJECT: E DRAWN-. DATE. SHEET NO. OF ZS CHECKED: 13ACHMAN ASSOCIATES 3012 Esplanade Chico. Co. (916) 342-4136 Joe NO. Seismic Seismic zone Gravity loading Roof live load psf Floor live load jfl-4 psf 0 Balcony live load 6] psf Soil data Allowable beatingT5-N6-RPrqpsf ID �4 UBC Classification .1, Bachman and Associates - Engineers bate 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Calculation data • Description p . VMdr a, .......... Code used 1994 U iiii%' Jurisdiction RE-; 17; - 5., � Wind loading Basic wind speedffiffii mph Exposure Seismic Seismic zone Gravity loading Roof live load psf Floor live load jfl-4 psf 0 Balcony live load 6] psf Soil data Allowable beatingT5-N6-RPrqpsf ID �4 UBC Classification .1, Bachman and Associates - Engineers Date 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Wind design values �4- Description Residence fog:Bob Morfon'� Exposure B Importance factorLOV, Basic wind speed 80.00 mph qs 16.40 psf Roof pitch - .8:06-Z in 12 33.69 degrees PRIMARY FRAMES AND SYSTEMS ELEMENTS AND COMPONENTS WALL All structures �'.T.207;j 0.0122 0.0132 Enclosed structures .1.20; 0.0122 0.0132 Direction ti. , Open structures r 1.60` 0.0163 0.0176 Parapets - 1.30" 0.0132 0.0143 Ht. <0'-155 <205 <255 <305 <405 0.0162 0.0179 Ce,0 620.67r ; U.72084'�, ' Cq - W A L L S Windward walls _.. :"0.80` 0.0081 0.0088 0.0094 0.0100 0.0110 Inward Leeward walls'.030 t 0.0059_ 0.0062 0.0069 Outward Total wall .r , ' '; _0.0051 _ 1 0.0132 _0.0055 _ 0.0143 : 0.0154 f 0.0162 _ _ -' 0.0179 ROOF" 4 ---------- J ----------- ---------- 4 ---------- ♦ Wind perpendicular to ridge`. Leeward or flat roof;0:70 0.0071 0.0077 0.0083 0.0087 0.0096 Outward Windward roof Slope 2:12 to less than 9:12 0.90`- 0.0092 0.0099 0.0106 0.0112 0.0124 Outward Slope 2:12 to less than 9:12 "' 6.30- 0.0031- 0.0031 0.0035 0.0037 0.0041 Inward Roof total a� 0.0102 0.0107 0.0118 1 0.0125 : 0.0138 Wind parallel to ridge and flat roofs - 0.70;_ -1----------J----------�----------L----------1 0.0071 0.0077 0.0083 0.0087 0.0096 Outward ELEMENTS AND COMPONENTS WALL All structures �'.T.207;j 0.0122 0.0132 Enclosed structures .1.20; 0.0122 0.0132 0.0165 ti. , Open structures r 1.60` 0.0163 0.0176 Parapets - 1.30" 0.0132 0.0143 R O O F 0.0199 Enclosed structures Outward 0.0154 0.0162 Slope less than 9:12 T.10'il 0.0112 0.0121 Open structures Slope less than 9:12 0.0142 0.0150 0.0165 Inward 0.0142 0.0150 0.0165 Outward 0.0189 0.0199 0.0220 Outward 0.0154 0.0162 0.0179 Inward/ Outward 0.0130 0.0137 0.0152 Outward 0.0163 0.0176 0.0189 0.0199 0.0220 Outward s LOCAL AREAS AT DISCONTINUITIES Wall comers '62. 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at eaves or rakes 2180 0.0285 0.0308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings} or eaves and roof edges at building} comers �3 00 0.0305 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs t. ' away from building corners and7`� ridges away from ends of building R 0.0203 0.0220 0.0236 0.0249 0.0276 Upward Bachman and Associates - Engineers 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Seismic factors Description Residence forBob `Morton ,�,, �xw`iJSK a. i LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor L-0.0-0-111-' Rw6:000 Numerical coefficient Site coefficient S1" Soo' V, _ - C=(1.25*S)/T^.66 19.683 > 2.75 C 2.75 Numerical coefficient C/Rw 0.458 Structure height (I� Ct T = Ct (I)^.75 V=Z*I*C/Rw*W J2000OrJ feet r0:0MNumerical coefficient 0.028 seconds E01-&:. W Date 8/21/97 s L Bachman and Associates - Engineers Date 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 .5hearwall schedule Description Residence for' Bob'�Morton>°'^� n"r� f V♦t-5�� ` k,n Lir K �-�'" �iYf'1'.u1..3 Mark Description HF OF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.492 4 1/2" cdx plywood with lOd nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" O.C. 0.197 0.240 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 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. _- �OyilrkiKy �la�y2c, I 6 'c%i2p� Z� Sers�� c �GcS r�wesY-• ;D I Wr ; [3V�_�/�!� 3CZ) 3l -,,/O)] f 38 Iyjt��. (ZS = Z,Zy x i ' Qa.st'lwesr 33� I'y Q� �P Wi 51& c� I % C � (. o i y) y B/z(z)• of y, ,13 8 = , aN8 y Wz, ' EGy(�ly�� r -'z = 37(Z),oIy(,(3g)= 'Ns"', FC = q,SoK �:di2��� wr�►d �3 i � �WL ��- 4- [,qq Wall line analysis Shearwull.summary rev. 1.0 8/21/97 2:02 Project: Residence for Bob Morton Level Main Line P lateral 1.940 kips et Total wall length 8.000f Shearwall v 0.243 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 1 v cap 0.264 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.635 feet 0.243 16d nails at 7 inches o.c. at SW Anchor bolts 1/2" dia. good for 0.820 kips/each 0.820 = 3.381 feet 0.243 1/2" dia. at 40 inches o.c. at SW A35 connectors at top plate A35 good for 0.450 kips/each Length of attachment 28.00 feet v 0.069 kips/ft A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate V 0.243 kips/ft A35 at 22 inches o.c. at sill Page I i Line geometry Shearwall summary rev. 1.0 8/21/97 2:02 Line A V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. wall Opening; 1 1.94 10.0691 1 1 1 1 1 1 Force 4.00 w 4.00 y 20.00 0 20.00 y 0.693 4.00 w 4.00 y -0.693 Total lengths 8.00 20.00 Maximum collector force 0.693 kips 16d nail good for 0.132 kips/each Splice 5 16d nails Page 1 �L b CO .P. ` Length of o shearwall (ft.) :? % 7 71 00 c Height (ft.) �' 4 c Wall (ft.) C7 n o w , u, c Roof (ft.) oCr r a � • Floor (ft.) N y - P W dl ., o (kips/ft) O.T.M. a Cn G` 0 (ft -kips) Q, N D.L.RM. o a 00 (ft -kips) w A Length o between ties o ft ., Tie force (kips) Tie from above (kips) P total (kips) N O 0 00 A � p � � J N O N 14 Wall line analysis Shearwall summary rev. 1.0 8/21/97 2:06 Project: Residence for Bob Morton Level Main Line �B P lateral 3.990 kips Total wall length 10.000 feet v Shearwall v 0.399 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 3 v cap 0.492 kips/ft Ok! Sill nailing =16s�kerod 0.154 kips/each 0.154 = 0.386 feet 0.399 16d nails at 4 inches o.c. at SW Anchor bolts 0.820 = 2.055 feet 0.399 A35 connectors at top plate Length of attachment 1 36.00 feet v 0.111 kips/ft 1/2" dia. good for 0.820 kips/each 1/2" dia. at 24 inches o.c. at SW A35 good for 0.450 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.399 kips/ft A35 at 14 inches o.c. at sill Page 1 Line geometry Shearwall summaryrev. 1.0 8/21/97 2:06 Line B V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 13.99 0.112 Force 10.00 w 10.00 y 9.75 0 9.75 y 2.874 16.00 0 16.00 y 1.786 Total lengths 10.00 25.75 Maximum collector force 2.874 kips 16d nail good for 0.132 kips/each Splice 22 16d nails Page 1 Shearwall summary .,. i.o Level IMain Line Stability details v 0.399 kips/ft 8/21/97 2:06 Shearwall Dead load trib. Lengths o� a c.a y to 4 H r\ o9 r\ � s�° i~.o o o a3 a O a �? `t♦ v o Holdown cu y � � a 10.00 8.00 8.00 5.00 0 0.150 31.920 7.500 10.000 2.69 2.69 HDZA/2-2x4 Page 1 e Wall line analysis Shearwall.summary rev. 1.0 Project: Residence for Bob Morton Level Main Line 1+2+3 Total wall length 16.000 feet 8/21/97 2:12 P lateral 4.000 kips Shearwall v 0.250 kips/ft ❑ User -defined 0.000. kips/ft Framing DFL Use SW 1 ' / v cap 0.26.4-'-kips/'ft v Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.250 Anchor bolts 0.820 = 0.250 0.616 feet 16d nails at 7 inches o.c. at SW - 1/2" W1/2" dia. good for 0,820 kips/each 3.280 feet A35 connectors at top plate Length of attachment 1 60:00 feet v 0.067 kips/ft 1/2" dia. at 39 inches o.c. at SW A35 good for 0.450 kips/each A35 at A35 connectors at rim joist to mudsill/cripple wall top plate v 0.250 kips/ft A35 at Page 1 48 inches o.c. 22 inches o.c. at sill Line geometry Shearwall summary rev. 1.0 8/21/97 2:12 Line ' 1+2+3 Page 1 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 4.00 10.0661 1 1 1 1 1 1 Force 4.00 w 4.00 y 4.00 0 4.00 y 0.734 4.00 w 4.00 y 0.469 4.50 0 4.50 y 1.203 4.00 0 4.00 y 0.905 4.50 0 4.50 y 0.639 5.75 0 5.75 y 0.340 4.00 w 4.00 y -0.041 8.50 0 8.50 y 0.693 4.00 w 4.00 y 0.129 13.00 0 13.00 y 0.863 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 16.00 44.25 Maximum collector force 1.203 kips 16d nail good for 0.132 kips/each Splice 9 16d nails Page 1 (a Stability details Shearwall summary ., i.o Level INfain Line 1+2+3 v 0.250 kips/ft 8/21/97 2:12 Shearwall Dead load tub. Lengths a a o ff c. C14 p q w �. :5 y 1~ [ a u o Holdown O , O •� C. O ... `. Q W E ~ D O 2 4.00 8.00 8.00 6.00 0.164 8.000 1.312 4.000 1.78 1.78 HD2A/2-2x4 Page I • Wall line analysis Shearmall summary rev. I.0 Project: Residence for Bob Morton Level Main Line 5.000 Total wall length 6.500 feet 8/21/97 2:18 P lateral 2.240 kips Shearwall v 0.345 ' kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 2 Sill nailing 0.154 = 0.345 Anchor bolts 0.820 = 0.345 v cap 0.384 kips/ft Ok! 16d sinker good for 0.154 kips/each 0.447 feet 16d nails at 5 inches o.c. at SW 1/2" dia. good for 0.820 kips/each 2.379 feet A35 connectors at top plate Length of attachment 1 35.50 Ifeet v 0.063 kips/ft 1/2" dia. at 28 inches o.c. at SW A35 good for 0.450 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple walltop plate v 0.345 kips/ft A35 at 16 inches o.c. at sill 1 Line geometry Shearwal/summary rev. 7A 8/21/97 2:18 Line 5.000 Total lengths 6.50 30.50 Maximum collector force 0.878 kips Ad nail good for 0.132 kips/each Splice 7 16d nails Page 1 V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 2.24 10.0611 Force 2.50 w 2.50 y 16.00 0 16.00 y 0.710 4.00 w .4.00 y -0.258 14.50 0 14.50 y 0.878 Total lengths 6.50 30.50 Maximum collector force 0.878 kips Ad nail good for 0.132 kips/each Splice 7 16d nails Page 1 Shearwall summary rev. 1.0 Level IMain I Line F 5.000 1 v Stability details 0.345 kips/ft 8/21/97 2:18 Shearwall Dead load trib. Lengths 04 04 ° w o o w E-4 , 5 Holdown x Q FF E o 0 N 2.50 8.00 8.00 6.00 4.00 8.00 8.00 6.00 0.164 6.892 0.513 2.500 2.62 2.62 HD2A/2-2x4 0.164 11.028 1.312 4.000 2.54 2.54 HD2A/2-2x4 Page 1 Wall line analysis Length of attachment 1 96.00, 1 feet v 0.067 kips/ft A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.323 kips/ft A35 at 17 inches o.c. at sill .i Page ^1' Shearwall summary rev. 1.0 8/21/97 2:24 Project: Residence for Bob Morton Level Main Line 6.000 P lateral 6.440 kips Total wall length 19.920 feet Shearwall v 0.323 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 2 v cap 0.384 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.476 feet 0.323 16d nails at 5 inches o.c. at SW Anchor bolts 1/2" dia. good for 0.820 kips/each 0.820 = 2.536 feet 0.323 1/2" dia. at 30 inches o.c. at SW A35 connectors at top plate A35 good for 0.450. kips/each Length of attachment 1 96.00, 1 feet v 0.067 kips/ft A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.323 kips/ft A35 at 17 inches o.c. at sill .i Page ^1' s. Shearwall summary 1.0 Line 6.000 I f Line geometry 8/21/97 2:24 Page 1 V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 6.44 10.0671 1 1 1 1 1 1 Force 17.50 0 17.50 y 10.50 0 10.50 y -1.172 3.67 w 3.67 y -1.875 3.75 0 3.75 y -0.934 10.00 0 10.00 y -1.185 4.25 w 4.25 y -1.855 34.50 0 34.50 y -0.766 12.00 w 12.00 y -3.076 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 19.92 76.25 Maximum collector force 3.076 kips ' 16d nail good for 0.132 kips/each Splice 23 16d nails Page 1 et Shearwall summary rev. 1.0 Level Imai,77] Line 6.000 Stability details v 0.323 kips/ft 8/21/97 2:24 Shearwall Dead load trib. Le.gths7 /\ ycw C14 �Q ~O DGQ Holdown O`z �-1`z ' o o N 3.67 8.00 8.00 6.00 0.164 9.492 1.104 3.670 2.39 2.39 HDZA/2-2x4 4.25 8.00 8.00 6.00 0.164 10.992 1.481 4.250 2.35 2.35 HD2A/2-2x4 12.00 8.00 8.00 6.00 0.164 31.036 11.808 12.000 1.93 1.93 HD2A/2-2x4 Page 1 TO �y5 �o Q. 7Z )55 'T Sl AC,y� yc2 .y CODGil Q Q �rF ®F Citi j G, O �� ✓SCJ E DRAWN: DATE SHEET NO. OF S BACHMAN & ASSOCIATES 3012 Eaplanada Chico. Ca. (916) 342-41.M CHECKED: %NO. JOB 9 /' v 57 2 tjCU ; 6 ro(z + z) , o fy f 'O26- = C-&61s+z) ,of(o = ,Zyo �-/ y -i 7-- 3, 3, q? 3, -2 3, r2Tx fz Zyr-_ /btcc� = Ig -S rr�r2r'�o �cav 2 zxY 7ot %HM_6 3:22 PM ----------------------------------------- ------------------------ Rev 9-13-93 SIMPLE SPAN BES - UNIFORM LOAD 10/29/97 -- ---------------------------------------------------------------------- Description >> 11-1 » ---------------------------------GENERAL-------------------------------- Span (L) > 16,250 feet Repetitive ? > N Reduce shear for ba depth > N Laterally supported (Y/N) > Y In > .000 feet le > ,000 feet Slenderness factor Cs > .000 . Ck > 22,210 --------------------------------ACTIONS--------------------------------- Uniform dead load > ,135 kips/ft 49 % TL Uniform live load > .240 kips/ft 51 1 TL Uniform total load > ,475 kips/ft End reactions ........................... DL > 1.,909 kips LL > 1.950 kips TL > 3,859 kips Design loads,._-_. ..................... Total load aoment (M) > 15,679 ft -kips Total. load shear (Q) > 3.859 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade, Fb. Ft FV Fel Fel E DFGL 2044 1400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1,000 Apply to Ft Size factor C€ > 1.000 Apply to FcL Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 a. Adjustment for lateral support > 1,000 Adjusted. values Species. Grade Fb Ft Vv Fei Fcl E DFGL 2044 1961 11.50 206 650 1650 1800000 --------------------------------BEAK DATA- ----------------------------- Member width > 3.125 inches Member depth > 13,500 inches Required Actual Comment S (in 3) > 63.541 94..922 <ok> A (in'Z) > Z8,068 42.188 <ok> I (i1-4) > 640.723 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .646 inches L/ 302 <OR> Live load deflection > .326 inches L/ 597 <OR> Dead load deflection > .320 . inches. Minimum camber (glu-lams) > .480 inches <1.5*DL deflection> Standard 20001R camber > .198 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 5.938 in Z Minimum length > 1.900" inches Assuming full width Dearing 9(2,(,070)= 0 ,.....SSB6 5:12 PM ------------------------------------------------------------------------ Rev 9-13-93 ' SIMPLE SPAN HEM - U911101K.LOAD 10/29/97 Description » a -'s » --------------------------------- - ------------------------------ Span (L) > 10,160 feet Repetetive ? > N Reduce shear for ha depth > N Laterally supported (TIN) > Y la > .000 feet le > ,000 feet Slenderness factor Cs > .000 Ck > 22,210 -------------------------------- ACTIORS--------------------------------- Uniform dead load > .340 kips/ft 47 % TL Uniform live load > .378 kips/ft 53 % TL Uniform total load > ,718 kips/ft End reactions ........................... DL > 1.727 kips LL > 1.920 kips TL > 3,647 kips Designloads ............................ Total load moment (M) > 9.264 ft -kips Total load shear (V) > 3.647 kips- ------------- ---------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb It IT FCS FCA E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to It Size factor Cf > 1.000 Apply- to- FcA Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 s Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb It Fv Fc -L ICA E DFGL .24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAN DATA ------------------------------- Member width > 3.125 inches Member depth > 10.500 inches Required A'Ctual Comment S (ia'3) > 37.058 57.422 <ok> A (in -2) > 26.527 32.813 <ok> I (in -4) > 301.465 ------------------------------DEFLECTIONS------------------------------- Total load deflectioa > .317 inches L/ 384 <OE> Live load deflection > .167 .inches L/ 730 (OR) Dead load deflection > .150 inches dinimum camber (glu-lams) > .225 .inches <1.501 .deflectioa> Standard 20001R cad" > .077 inches . -------------------------- MCRIUS. BRG. AREA • ------------------------ Mialaum area > 5.611 in -2 Minimum length > 1.796 inches Assuming full width bearing Cr-a� I v L -/ X, . N' Vo 5 EPROJECT:z..�.i.1 /�y�Z � DRAWN: DATE. SHEET N0. BACHMAN 8 ASSOCIATES;CHECK ED: . Jos No. 3012 Esplanade Chico. Ca. . (916) 342-4136 G Bachman and Associates - Engineers bate 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Calculation data Description 1Wsidef icW-;'f dr - Code used 1994 UiiW Ai4W�j'�d 0 p_: �M", Jurisdiction Wind loading --�— Basic wind speed 'Omph Exposure i Seismic Seismic zone Gravity loading Roof live load Floor live load Balcony live load psf F—I psf psf Soil data Allowable bearing K100-0-171psf UBC Classification n 'rz'; 4 3 Bachman and Associates - Engineers Date 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Wind design values _ tea, �t+- ++! 'r 4r, s+^t �.is Description Residetue forBob Morton';. �=� Exposure B Importance factor 1100` Basic wind speed 80.00 mph qs 16.40 psf Roofitch W8 + p ,, .06 <,, in 12 33.69 degrees PRIMARY FRAMES AND SYSTEMS Direction Ht. <0'-15'> <205 <255 <305 <405 T Ce;" 0 62'='` < 0.67,E 'r-0.72~ H'0.76 = =0:84'' �.� W A L L 5 Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs Cq 1.20 �' 0.0088 0.8.0081 0.0150 Al; l- 0.0051 0.0055 .:.4 -------------------- i 0.0132 -' 0.0143 0.0122 %---------- 4--------- 0.0142 0.0150 o. Outward Open structures1:6. 0.0071 0.0077 0.0163 0.0176 0.0189 0.0199 '0.90 0.0092 0.0099 ' 0.30 3= 0.0031 0.0031 . : ------------ --------- 0.0102 0.0107 0.70--1 �- -- 0.0071 0.0077 ELEMENTS AND COMPONENTS WALL 0.0094 0.0100 0.0110 Inward 0.0059 0.0062 0.0069 Outward 0.0154 '1 0.0162 '- 0.0179 0.0083 0.0087 0.0096 Outward 0.0106 0.0112 0.0124 Outward 0.0035 0.0037 0.0041 Inward 0.0118 0 0.0125 0.0138 ----------A -----------L----------1 0.0083 0.0087 0.0096 Outward All structures 1.20 0.0122 0.0132 0.0142 0.0150 0.0165 Inward Enclosed structures 1.20 0.0122 0.0132 0.0142 0.0150 0.0165 Outward Open structures1:6. 0.0163 0.0176 0.0189 0.0199 0.0220 Outward Parapets = -1.30.0132 0.0143 0.0154 0.0162 0.0179 Inward/ R O O F. Outward Enclosed structures A Slope less than 9:12 JI.f0 0.0112 0.0121 0.0130 0.0137 0.0152 Outward Open structures Slope less than 9:12 1.60, 0.0163 0.0176 0.0189 0.0199 0.0220 Outward Bachman and Associates - Engineers bate 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 Seismic factors N Description LATERAL SYSTEM Seismic zone 3 Z 0.300 Importance factor —Tyl NO Ov Rw 'TI 1476-0-0-75M.Nurnerical coefficient Site coefficient S* -41-560 C=(1.25*S)/T^.66 19.683 > 2.75 C 2.75 Numerical coefficient C/Rw 0.458 Structure height (H) M7000M feet nt i Ct ,1;0%0Numerical coefficient T = Ct W.75 0.028 seconds V = Z * I * C /Rw* W hU T38t` w N LOCAL AREAS AT DISCONTINUITIES Wall comers ;200 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at eaves or rakes 28U 0.0285 0.0308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings a or eaves and roof edges at building i. comers 0.0305 4 � �' 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs away from building corners and ^ ridges away from ends of building Z 00 0.0203 0.0220 0.0236 0.0249 0.0276 Upward Bachman and Associates - Engineers Date 8/21/97 3012 Esplanade Chico, California 95926 Tel. (916) 342-4136 5hearwall schedule Description Resid ne for B b``Moron ',<'. Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.492 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 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. vi r -r h 0 dr�p� Z� Sersr��`c �Gcs DI WI; [37 (- o t q ) 4 5(2) 3(-,)l0)lf 38 = , 139,E Pzs = z,2y � Af. = 1,01 y I- rzasrIvie sr wI �3I i ,133 F6 = q,So�- A, 2 p = wr"Ic! cq s,-I,�/ ,D3 • �ZSr � 3s,s� I. Cj��-S) , ot3z a 3(, c(q r Wall line analysis Shearwall summary rev. 1.0 Project: Residence for Bob Morton Level Main Line Total wall length 8.000 feet 8/21/97 2:02 P lateral 1.940 kips Shearwall v 0.243 kips/ft ❑ User -defined 0.000 kips/ft ' Framing DEI. Use SW 1 Sill nailing 0.154 = 0.243 Anchor bolts 0.820 = 0.243 v cap 0.264 kips/ft Ok! 16d sinker good for 0.154 kips/each 0.635 feet 16d nails at 7 inches o.c. at SW 1/2" dia. good for 0.820 kips/each 3.381 feet A35 connectors at top plate Length of attachment 28.00.7, feet v 0.069 kips/ft 1/2" dia. at 40 inches o.c. at SW A35 good for 0.450 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.243 kips/ft A35 at 22 inches o.c. at sill - Page 1 1b Line geometry Shearwall summaty .,. i.o 8/21/97 2:02 Line r1 . V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 1.94 10.0691 1 1 1 1 1 1 Force 4.00 w 4.00 y 20.00 0 20.00 y 0.693 4.00 w 4.00 y -0.693 Total lengths 8.00 20.00 Maximum collector force 0.693 kips 16d nail good for 0.132 kips/each Splice 5 16d nails Page 1 IV A Gl Length of o shearwall (ft.) �p � � Z c Height (ft.) 4 Wall (ft.) c a C o Roof (ft.) cn n t - 5 c Floor (ft.) N P W dl o (kiPs/ft) c O.T.M. o (ft -kips) a D.L.RM. CD (ft -kips) w 46 m N. Length c between ties o ft Tie force •� (kips) Tie from above (kips) P total (kips) G N [J O a CO i! � O E a rJ � � rJ 0 N 14 Wall line analysis Shearwall Summary rev. 1.0 8/21/97 2:06 Project: Residence for Bob Morton Level Main Line P lateral 3.990 kips Total wall length 10,000 feet Shearwall v 0.399 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL. Use SW 3 v cap 0.492 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.399 Anchor bolts 0.820 = 0.399 0.386 feet 16d nails at 4 inches o.c. at SW 1/211 dia. good for 0.820 kips/each 2.055 feet A35 connectors at top plate Length of attachment 36.007 feet v 0.111 kips/ft 1/2" dia. at 24 inches o.c. at SW A35 good for 0.450 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.399 kips/ft A35 at 14 inches o.c. at sill Page 1 J Line geometry Shearwall summary rev. t.o 8/21/97 2:06 Line B V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. wall Opening 1 3.99 10.1121 1 1 1 1 1 Force 10.00 w 10.00 y 9.75 0 9.75 y 2.874 16.00 0 16.00 y 1.786 Total lengths 10.00 25.75 Maximum collector force 2.874 kips 16d nail good for 0.132 kips/each Splice 22 16d nails Page 1 Shearwall summary rev. 1.0 Level INfain 'Line Stability details v 0.399 kips/ft 8/21/97 2:06 Shearwall Dead load trib. Lengths x .. `t♦ a a a y o v p N E~ '3 [ v x w° .a Holdown v0 �°oL O Q .°� �"��� M o a 10.00 8.00 8.00 5.00 0.150 31.920 7.500 10.000 2.69 2.69 HDZA/'L-"Lx4 Page 1 e Wall line analysis Shearwall summary rev. 1.0 8/21/97 2:12 Project: ` Residence for Bob Morton Level Main Line 1+2+3 P lateral 4.000 kips Total wall length 16.000 feet Shearwall v 0.250 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 1 v cap 0.264 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.616 feet 0.250 16d nails at 7 inches o.c. at SW' Anchor bolts 0.820 = 0.250 1/2" dia. good for 0.820 kips/each 3.280 feet A35 connectors at top plate Length of attachment 60:00: feet v 0.067 kips/ft 1/2" dia. at 39 inches o.c. at SW A35 good for 0.450 kips/each A35 at A35 connectors at rim joist to mudsill/cripple wall top plate v 0.250 kips/ft A35 at Page 1 48 inches o.c. 22 inches o.c. at sill • Line geometry Shearwall summary rev. i.o 8/21/97 2:12 Line 1+2+3 Maximum collector force 1.203 kips 16d nail good for 0.132 kips/each Splice 9 16d nails Page 1 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 4.00 10.0661 1 1 1 1 1 1 Force 4.00 w 4.00 y 4.00 0 4.00 y 0.734 4.00 w 4.00 y 0.469 4.50 0 4.50 y 1.203 4.00 0 4.00 y 0.905 4.50 0 4.50 y 0.639 5.75 0 5.75 y 0.340 4.00 w 4.00 y -0.041 8.50 0 8.50 y 0.693 4.00 w 4.00 y 0.129 13.00 0 13.00 y 0.863 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 16.00 44.25 Maximum collector force 1.203 kips 16d nail good for 0.132 kips/each Splice 9 16d nails Page 1 Shearwall summary rev. 1.0 Level Imain Line 1+2+3 Stability details v 0.250 kips/ft 8/21/97 2:12 Shearwall Dead load trib. Len s r\ 171 • Vl H o GI f^/1 }CQL a 'o o u°o x Holdown x Vl m 4.00 8.00 8.00 6.00 0.164 8.000 1.312 4.000 1.78 Page 1 L/8 kWZA/ Z -Y -x4 Zu Wall line analysis Shearwoll summary rev. 1.0 8/21/97 2:18 Project: Residence for Bob Morton Level Main Line 5.000 P lateral 2.240 kips Total wall length 6.500 feet Shearwall v 0.345 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 2 v cap 0.384 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.447 feet 0.345 16d nails at 5 inches o.c. at SW Anchor bolts 1/2" dia. good for 0.820 kips/each ' 0.820 = 2.379 feet 0.345 1/2" dia. at 28 inches o.c. at SW A35 connectors at top plate x135 good for 0.450 kips/each Length of attachment 1 35:50 Ifeet V 0.063 kips/ft A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate v 0.345 kips/ft A35 at 16 inches o.c. at sill Page i Line geometry Shearwall summary rev. 1.0 8/21/97 2:18 Line 5.000 V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 2.24 0.061 Force 2.50 w 2.50 y 16.00 0 16.00 y 0.710 4.00 w 4.00 y 0.258 14.50 0 14.50 y 0.878 Total lengths 6.50 30.50 Maximum collector force 0.878 kips 16d nail good for 0.132 kips/each Splice 7 16d nails Page 1 Shearwall summary mv. 1.0 Level INfain Line 5.000 Stability details v 0.345 kips/ft 8/21/97 2:18 Shearwall Dead load trib. Lengths _ rod x `- x .. a .. ato •.0 v y a ov w C3 v a, a3 o o a3 .94 o 8 Holdown x N 0 2.50 8.00 8.00 6.00 4.00 8.00 8.00 6.00 0.164 6.892 0.513 2.500 2.62 2.62 HD2A/2-2x4 0.164 11.028 1.312 4.000 2.54 2.54 HD2A/2-2x4 Page 1 " Wall line analysis Shearwall summary rev. 1.0 Project: Residence for Bob Morton Level Main I Line 1 6.000 Total wall length 19.920 'feet 8/21/97 2:24 P lateral 6.440 kips Shearwall v 0.323 kips/ft ❑ User -defined 0.000 kips/ft Framing DFL Use SW 2 v cap 0.384 kips/ft Ok! Sill nailing 16d sinker good for 0.154 kips/each 0.154 = 0.476 feet 0.323 16d nails at 5 inches o.c. at SW Anchor bolts 0.820 = 0.323 1/2" dia. good for 0.820 kips/each 2.536 feet A35 connectors at top plate Length of attachment 1 %.00. feet v 0.067 kips/ft 1/2" dia. at 30. inches o.c. at SW A35 good for 0.450 kips/each A35 at 48 inches o.c. A35 connectors at rim joist to mudsill/cripple wall top plate x v 0.323 kips/ft A35 at 17 inches o.c. at sill Page 1 Line geometry Shearwall summary i.o Line 6.000 8/21/97 2:24 Page 1 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 6.44 10.0671 1 1 1 1 1 1 Force 17.50 0 '17.50 y 10.50 0 10.50 y -1.172 3.67 w 3.67 y -1.875 3.75 0 3.75 y -0.934 10.00 0 10.00 y -1.185 4.25 w 4.25 y -1.855 34.50 0 34.50 y -0.766 12.00 w 12.00 y -3.076 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 19.92 76.25 Maximum collector force 3.076 kips 16d nail good for 0.132 kips/each Splice 23 16d nails Page 1 Shearwall sumary rev. 1.0 Level IMain Line 6.000 Stability details v 0.323 kips/'ft 8/21/97 2:24 Shearwall Dead load trib. Lengths 8.00 17% /\ 8.00 • 6.00 12.00 8.00 8.00 N y N o ~°o a Holdown � " o 0 I� 3.67 8.00 8.00 6.00 4.25 8.00 8.00 6.00 12.00 8.00 8.00 6.00 0.164 9.492 1.104 3.670 2.39 2.39 HD2A/2-2x4 0.164 10.992 1.481 4.250 2.35 2.35 HD2A/2-2x4 0.164 31.036 11.808 12.000 1.93 1.93 HD2A/2-2x4 Page 1 PROJECT �+ �Zj, C- O /G TO �l DRAWN: DATE Nd �/, 3 a SHEET N0. OF S BACHMAN ASSOCIATES jib 3012 Esplanade Chico, Ca. (918) 342-413e CHECKED JOB NO. / v / • H „J41= 6 �,(z 4- Z) , a (y 4 '07,S' , �-3.0-1' "JQQ = C1,6/2+z) ,oI(a= ,2yo 14,72- 5 f-2- z 3 "7/a(_ , 3y f- 020 wLT` - dy G� 3, r2Tx (z Zyr-- LL SISBM_6 3:22 P1 ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAR BEAM - UNIFORN LOAD 10/29/97 ------------------------------------------------------------------------ Description >> E-1 �> a ---------------------------------GENERAL-------------------------------- Span (L) > 16,250 feet Repetetive ? > N Reduce shear for ba depth > N Laterally supported (YIN), > Y In > .000 feet le > ,000 feet Slenderness factor Cs' > .000 Ck > 22,210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .235 kips/€t 49 TL Unifota live load > .240 kips/ft 51 TL Uniform total load. > ,475 kips/ft Endreactions ....................... — DL > 1.,909 kips LL > 1.950 kips TL > 3,859 kips Designloads.—_, ....................... Total load moment M > 15,679 ft -kips Total load shear M > 3.859 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base. values Species Grade, Fb. Ft FT Fel. Fca E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > ,987 Apply to Fb Size factor Cf > MOO Apply to Ft Size factor Cf. > 1.000 Apply to FcL Repetitive member factor Cr > 1,000 Loadduration factor Cd > 1.150 a. Adjustment for lateral support > 1,000 Adjusted values Species Grade Fb Ft FV Fel FcB E. DFGL 2044 2961 11.50 206 650 1650 - 1800000 --------------------------------BEAR DATA- ----------------------------- Member width > 3.125 inches Member depth > 13..500 inches Required Actual Comment S (in'3) > 63.5.41 94..92Z. <ok> A (in -2) > 28.068 42.188 <ok> I (in -4) > 640.723 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .646 inches L/ 302 (OK) Live load deflection > .326 inches L/ 597 <OR> Dead load deflection > .320 inches. Minimum camber (glu-lams) > ,480 inches <1.5*DL deflectim Standard 2000'R cadet > .198 inches --------------------------CHECK MIN. BRG, AREA -------------------------- Miniau area > 5.938 in'Z Minimae length > 1.900 inches Assuming full width bearing �'s w L Wc4,Q = 36/z� 0r�f)a'/z(,o►y) x,025 LA) = 36f2(Orb)* '1(2,(oZ0)= r SS§BM_6 5:12 PM - ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNLYOBM.LOAD 10/29/97 ------------------------------------------------------------------------ Descriptioa )) 1-3 ---------------------------------- GE&EBdI---------------------- ---------- 'Span (L) ) 10,160 feet Repetetive ? > N Reduce shear for bs depth ) R Laterally supported (Y/N) > Y la ) .000 feet le > .000 feet Slenderness factor Cs > .000 Ck ) 22,210 --------------------------------ACTIONS--------------------------------- Uniform dead load _ > .340 kips/ft 47 % RL Uniform live load > .378 kips/ft 53 % TL Uniform total load > ,718 kips/ft Bad reactions ........................... DL ) 1.727 kips LL > 1.920 kips TL ) 3.647 kips Design loads ............................ Total load moment (M) > 9,264 ft -kips Total load shear (V) ) 3.647 kips- -------------------------- LUXBRI ips..--------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv ?a Eck E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1,000 Apply to Ft Size factor Cf > 1.000 Apply to K Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 a Adjustment for lateral support ) 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L Fcs E DFGL 24F -V4 3000 1150 206 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth- > 10.500 inches .Required Actual Comment S (in -3) > 37.058 57.422 <ok> A (.ia-2) > 26.527 32,813 <ok> I (in -4) > 301.465 ------------------------------- DEFLECT.IONS------------------------------- Total load deflection ) .317 inches L/ 384 <0E> live load deflection > .167 .inches L/ 730 <0E) Dead load deflection > .150 inches .Minimum camber (glu-lams.) > ..225 ..inches (1.59L .deflection> Standard 2000`R -camber ) .077 inches --------------------------- CRECI 1UN. BEG. AREA- ------------------------ Minimum area ) 5.611 in -2 Minimum length > 1.796 inches Assuming full width bearing 1202 - L.b 91d ww,�'CGAMWOV I C'� ` �"� 1'n I ;.�.0 `� I ";�, ' L Vii• Nq , . $ 6 gwn�d ,�6 �pl�in"�ia]:►��u 0` I Iotill f —'...t �; ark u� osn POI J130 S 641 '�� �er��l�te�i� }i�tilrib! a , o ; ��° ' �'- ; uu moi! 0a� OO P .3 d P pezi �oae►� >y i,a ®ouop.io ...d�JouaauquO f fl, .��.... ,,,, ..; - :...._ - --- - i -- --`--• --'— -- - I - ,_ i ... . • ! ? 1 , � I I '' i , 1 ; I it ! I 1 I i 1 ! ,' !, i j I I , j t I' �' • ! I I i , I i ? , '•:moi—.-..-.. j ._...�_-."`.I, I - _ _ I _� � �'..` � _' ..+......-..._.._....:__._ i _] f ' I _4_ I ' _ i +� i I , I �•� • I j , I I ( (• , I , Al bi M, I I •j � I j ! I ; i � ! � i I J I I � 1 � j ! ' I ! i i ! ' i ; {�� I i �; � _ ; _"'; -"' ""_`' -'-'- -.I .._ i _.. ' � ' tt + I ' .,:�a:,•.. ; .... L.�. I j 1 ` a� ' I I ! ' ' I ' ' I ! - ' s!ao 61, I I I I �! ' ! - . 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