Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
072-330-082
v '��•, V k 4 � t 072-330-082 -IPERMIT#97-0701 7" Kathy do 'T 1140 Hurleton Swedes Flat Rd,Oro Cont: Mendocino Solar Works Solar Power for Well & Lot Devl 072-330-082 99-2891 LAZ CHI, K ATI�LEEN 1140HuRLETO DE FLAT CONTR: UNKOWN NEW SINGLE FAMILY 4'y 072- 01-1148 ZZARESC THLEEN \ 33 0 SC HLEEN 11404HURLETON S FLAT, - R�� CO� �R: OWNER A I DDI DECK TO EX C) 7 -072-33-0-082 r K. J. LAZZARESCHI ".-IMR,LOON RAOD, OROVILLE HORSE/HAY STO RAGE -4 NOTES _RESIDENTIAL 70 2-330-082 99-2891� — PERMIT NO. ; - LAZZARESCHI, KATHLEEN 6o 1140 HURLETON SWEDE FLAT CONTR: UNKOWN NEW SINGLE FAMILY a t 1 SPECIAL CONDITIONS l CHECKED �. BY SRA { FLOOD CERTIFICATE REQ. f FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r VERIFY • r USE PERMIT CONDITIONS + OFFICE COPY i Address x ' GAS J Meter By De ELECTRIC Meter By 4zLer- Date ELECTRIC �// ZO Meter By ��" Date' 1. r JOB FINALED (D f Signature a V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. ;Footings; Size -Spacing -Marriage Line „ 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Onlv: License Decal Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s } 1 S .1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures I 6. Carports; Windows -Doors 1 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s J 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s I Date -r Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth ' tg., G e; Soils-Steel-Elec. Grnd.- Ftg. Depth 4., g., rches & Decks; Soils -Steel- /" Fig. Depth LV Stelpwalls, Main; Steel-Blockouts-Wrap ed Hold Downs and Special Anchors 7. Slab, 8. Piers-fXepl�ce Ftg.-Steel .V II -Fitting -Test -2 Wav C/O -Sewer Test 1p!11F, G ipe; Size Anchors(- Yard Gas Pipin a Tds Q /ater Pipe; Test -Anchors -Regulator -Service es V - 12. Electric Underground 13. P194(ums & Ducts; Clearance -Material -Support -Ins. Bo I ts-Joists-Vents-C rip p i es 15. Access & Ventilation Date Card B-1 Date Card B-1 (OFF' Date Card B-1 Date Card B-1 Date _PLUMBING (Permit) OK except #'s . Water Hir.; Vent -Access -Combustion Air Baffle Ext. Steps -Door & Sidelight Protection -Landings 18' Water Pipe; Test & Anchor -Nail Protection 64. t9+D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 21. Test Tub & Shower, Second Floor -Tub Access 66. 22. Gas Pipe; Sixe & Anchors 67. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Stairs & Rails 23. ure & Transformer Clearance -Ins. Protection 70. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. SizjlBbxes & No. of Conductors Stapled Elec. Outlets at Wood Panel, Int. & Ext. 2 ex Installed Close to Edge of Studs & C.J. 72. Equ' . Ground made up w/Mech Fasteners -Bond Gas & Water 28 Agpl ce Circuits in Kitchen & Conductor Size GFI Elec. Outlets & Receptacles at Kit. Counter u eeB`Vire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 74. ST -Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al _lssutated Neutral Q Yes ID No _ 31. Service -Riser Conductors & Ground Main Disconnect A.C. Duct in Garage -Damper 32ip. Clearances Panels-Motors-Mech. Equip. 76. 33. Clothes Closet Light -Shower Light -Spa Light Srr pke'Detector Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JMECHANICAL (Permit) OK except #'s 80. A.C. acts Insulation & Support 36 eni Fan, Exhaust above insulation Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 37. onidnsate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet ,A11' Access & Platform if Furnace in Attic Following Instld./Drive ❑ Yes ] No/Walks I] Yes :) No/Planters J Yes 7 No 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4g, -9 -its Proper Materials & Anchors Water Well, Disconnect, Electrical, Plumbing 41.ails Studs -Nailing Spacing & Braces -Plates -Sound 87. Bearing Walls over Girders & Floor Nailing , 4�t n Walls (rat proof) Ventilation Throughout House 144. Stops, Furred Ceilings -Stairs -Chasers -Tubs 89. 45. Headers & Beams -Size & Bearing FRAMING (Continued) ..-"W6. Hangers -Post Caps -Anchors -Connectors 47, aWrgJoist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 42-AthtrAccess; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Gajage Fire Protection Framing 2. Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stair Idth-Headroom-Rise-Run-Landing-Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. jding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access C_ r Gtazing Area -Glass Protection -Skylights -Plastic 9. ear Walls; Nailing -Bolts 60. Br Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.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 Q Yes 82. Following Instld./Drive ❑ Yes ] No/Walks I] Yes :) No/Planters J Yes 7 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 Throughout 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 94. Address Posted 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: { r. COUNTY OF BUTTE . BUILDING DIVISION -` DEPARTMENT OF DEVELOPMENT SERVICES 411• Main Street •Chico, CA • (530) 891-2751 7 County Center Drive • Oroville),CA • (530) 538-7541 CORRECTION NOTICE O N E R PERMIT NO. -- A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction.of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ple contact this office immediately. .F �i Date Inspector REV 10/92 4 4 Date I — REV 10/92 COUNTY OF BUTTE' BUILDING DIVISION P DEPARTMENT OF DEVELOPMENT, SERVICES 411 Main Street - Chico, CA (530)861.-2751 7 County Center -. Drive • Ciroville", CA (530).538-7541 CORRECTION NOTICE �-A rz- /Ly� �s� OWNER -PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this 'office, when correction of work is completed. If you have any questions pertaining to this matter, or: need additional explanation, please con et this office immediately. '... 7- :A 4 Date I — REV 10/92 INSULATION CO.; INC.. INSULATION CERTIFICATE 1140 Hurleton-Swedes Flat Road Oroville Number and Sheet ----- Citv ' bounty � Subdivision _Lot_Num.b�r__—_.— DESCRIPTION OF INSTALLATION - ,, . 1. ROOF Material .Thickness (inches) 2_ CEILING Brand Name Thermal Resistance (R -Value Batt or Blanket Type Fib�efg.lass_S�tts � Brand Name Johns Manville Thickness (inches) 13° Thermal Resistance (R -Value) R38 -Loose-Fill Type - - --Fiberglass- - - - Brand -Name Johns Manville ----- - Contractor/s min. installed weight/ft sq. Ib• Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value} 3. EXTERIOR WALL ', Material—Fiberala�s_Satts Brand Name ,�ohna_Illlan�cill_e ` Thickness (inches) 5.5"�• Thermal Resistance (R -Value) R21 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) -- 6.5" 5. SLAB FLOOR /PERIMETER Material Thickness - " -Perimeter Insulation Depth (inches) __ "_ 6. FOUNDATION WALL Material Brand Name _,Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value Brand Name " Thickness (inches) � - � '" T Thermal Resistance (R -Value) - DECLARATION 1 hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencL� Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 j � .•Q� LOERKE INSULATION CO., 1NC. . Item #s i ur , ate. Installin Subcontractor (Co. Name) Or General contractor (Co. Name) Or Owner ,. It— emus— Signature, Date Installing ubcontractor_ (Co. Name)) r General Contractor (Co. Name) Or Owner �... , Item #s Signature,. Date �- e Installing Subcontractor (Co. Name)) Or General Contractor (Co. Name) Or Cfwner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING VISION 7 County Center Drive o Oroville, California 95965 • Telephone (530) 538 541 PEama 00. (Rev. 12/96) �• APPLICATION AND PERMIT � ASSESSOR PARCEL NUMBER 072-330-082 ZONING MR BUILDING PERMIT OWNER LAZZARESCHI, KATHLEEN JILL 58PHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1140 HURLETON SWEDES FLAT, OROVILLE 1315 R 71,010 380 C 4,940 CONTRACTOR'S NAME UNKNOWN TELEPHONE 720 U U 12,960 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace A 19500 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS 1140 HURLETON SWEDE FLAT, OROVILLE Energy Plan Checking Fee -35 $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ]p Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00 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 ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY 2 BEDROOM Gas piping system 1 - 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 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ ' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( 6 ACC. BLDS. SD 3.5¢x. 71 -99 No REs p MULTI..RCU1 TS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTIFf OR FDCTURES BAS @':w Ex. Occup. O. .ESIp,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ 87 92 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.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date °,� , / Sig a ure of Applican - r [3 Contractor ❑ Agent < An OSHA permit is required for excavations over 5'0" deep and de ion or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 15-00 Hood 6.50 Ventilation PERMIT FEE $ 56-50 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE VN TOTAL FEE $ 1-414.07 HAZ D FE IMP I FLOOD ICOF qR PD L49D I PSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B �Gt �-�' PERMIT EXPIRES ON 1� the applicable provisions Resolutions to do work been paid. v O0 Date/ �E' lce `0 (Date) ReceiptNo. 281199/ $469.35// — , o WHITE-D.D.S.-B.D. CANARY -ASSESSOR I K -I S T R GOLDENR D -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541�� �PE�IT NC (Rev.12/Q6) ; APPLICATION AND PERMIT .a �D Aa1ESSORPARCEiNu�Ei1 D6NNe BUILDING PERMIT �'zzfh�Gri �. OWMM S MU.0 O ADOR M 2yE and v �ONTNAC}�" Nab! rrrl�CLN 51��- 00WRACTOR'S 11AL24 ADDRESS CONSTPAX110N UMER LENDER•$ 1WUIO AWFMI ARCNm:CT OR ENOINM ARCH"CT OR ENONEWS WJJNO AOORESS M DINOADDRESS SSMC' A -SA - P,nJ� I/ WTNO. I SUBONSKMI K IC v "L -t wn-t rd}— BUILDING VALUATION /b/ Total Valuatlon Is Z Filing Fee S Permit Fee $ Plan Checkina Fee S Energy Plan Checking Fee S S PERMIT FEE S PLUMBING PERMIT I USEOFSTRUCTURE Each Trap Solar or heat pump water heater SF Duplex ❑ Mobilehome ❑ Other Water piping1 OPEC" Each as water heater or vent � / TYPE OF WORK Gas Piping stem 1 - 5 outlets New E Additiai ❑ Remodel O Utilities ❑ Instilation ❑ Other ❑ Building sewer .- Describe Work: OL*VA-L- Mobile Home I S I G W PERMIT FEE $ ELECTRICAL PERMIT Main Service MW OR IFS: low OR LESS Main Service 200A TO I000A NEW CONST. OR A00N3. DWELIfq OCCUP. a .rr i Ex. Occup. ( ounET OR FWMES EX. Occup. FOIED APPU6. OR OVTIETS (RESIDI EA Temporary Service Mobile Home Facilities 20.00 Fling Fee 20.66- 7. 0 0 0.007.00 - Jay - 23.00 15.00 15.00 15.00 � @20.00 ng Fee 20.00 23.00 , cr 48.00 3.SaF0. Z @7.50 23.0071-- 20.00 3.00` -i20.00 23.00 PERMIT FEE S 7,2Z - MECHANICAL PERMIT Fling Fee 20.00 Heating 1P -t -o— Coolin L( �� Hood 6.5016,0 Ventilation PERMIT FEE I S "C/ Mobile Home Installation Fee $ Energy Inspec 'on Fee $ cDA0 co FS. PE �j TTOTAL FE9 $�IJIlAll'7 0. FEES I C I FLOOp1 I CQF xP/WL I PO I /0 'SSPE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Dotal o , 1 t E.H. USE ONLY Plot Plan Attached Floor Plan Attached + Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance FA La-Z7—o, Y e -S �h, /lea G�� ,-�o� - ��- oar-- 33 6 -ora Owner Location AP# / Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well v Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environment I Health Specialist 8/96 6�5 1 0 Date I't COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: kiy t u CeZrAl 1A-ZZ+A C9c kj ASSESSOR PARCEL ER: jj 7� - 336 --Oen" Z— Proposed Building Use: f Building Inspector: Date: /� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been subnu*tted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 113. ----- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plan - - -- 0 '*E] Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------ ----/--- Energy Design Compliance and supporting documentation. �t{- ab --- ;-ff---- ------- 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------2140D -------- 118. Hazardous Material Form. ❑ 9. PAanufactured omed to and installation instructions including Tie Down Specifications ------------------- sof $ Z ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. ------------------------------- ---- - - ---- -- - --------- 2 California Department of Forestry plan approval/fees. �--- -1 16p ❑ 3. 16od elevation certificate. -------------------------------- --------------- / 4. Sanitation and plot plan approval Health Department. ------------------------------------------- ;211910D QUM ❑ 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: ❑ 18. ntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----- -- - --- 9. Encroachment Permit for driveway (construction approval prior to occupancy). --- "'�--------------- l6 O�� 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - �24 tter of signature authorization. ------------------------------ ` 25. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance.--------------------------------------------------------------------------- •, ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- Other: r ------- When you' the ermit, process as follows ❑ Mail to owner, ❑A f `il contractor. I Telephone,,/ ��-!2'Z� and hold for pickup at 13e office. ❑ Deliver with inspector. Applicant:_.._.'_" Date: / 1 Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Departm Oth Date: By: 1. Index permit application for the above items numbered J ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by 0 phone, 0 7, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ ail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above data by o phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: OGS Date: ail' Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date:T Yellow Copy - Department of Development Services, Building Division. 11 COUNTY OF BUTTE ` s DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER �/1-i /�= L '� / t Z ✓`I-lrlc iZ f�/ A.P. #Z`?'t — -33o PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fees Due ........... $ -- A itional Fees Due .....:..... $ evised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES CS 2) (paid at District Office) =-�3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $--30 Units 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 (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES � $5 0.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER I 2,C-11-ig - -'�-9 -�'f At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE P?' Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) �Sn"sY �?,.jr.�;•w lY *.��yr7'Y r+i��i�f'ft✓r;a.j%y"�.1��w.n"i:.::i;:ry'1�Y�i.�.7"�:MiT i�'tr-r,ry,..'..tFr y..�,�i,,,l'i(.:.: "``�ii+tlf�;'��:. ��e r� �'�.,�vr, .l � .i,r .. :.+.� a�_;,.'�•:cT .... v !''' yi BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM '(One form per Building) . School District C�s��QlijJL�-Yl Building Department No. A.P. Number ! J 7a � rJun�to : City County Property Owner Q Z zet y V C 'h Property Location/Address Subdivision Lot No. ��� Is, ................................................................................................................. : Residential Development € Sq. Footage 3/5 No f Living Mobile Home Addition/ 'Supplemental to (Group R) �.. Units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial New Addition Building Department Representative. (moor clans reviewed oy School uistnct Personnel) District Identificatio/n� No. -2 School District certifies that (Street Address). (City) has complied with the requirements of Resolution No. ' representing 31 square feet. Representative Paid by Check # �'� Remarks: (State) Sq. Footage (Including Exterior Roofed Areas) Date U (Applicant) (Phone Number) r�6 Code) by payment of $ o26 It. F -%4" J�AAB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit , you from challenging the imposition of the fees in any court action', If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ' feeform.xls (10/98)dmm B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2891 Expiration Date: 6-16-01 A.P. # 072-330-082 With reference to'the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: XJX] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together�with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE ' office. Thank you for your prompt attention concerning this matter. s Y rs very truly, �� C. Vieira, C.B.O. Building Inspection MCV:lt Attachments ` Chico Office - 411 Main Street, Chico / 891-2751 t ' TABLE OF CONTENTS TOC ------------------------------------------------------ Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 Project Address ......... 1140 HURLETON-SWEDES FLAT******* ---------------- ---- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Perm t Endeavor Homes- — P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........ . 11 - --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 x5.10 File-LAZZARES Wth-CTZ11S92 Program -TOC User##-MP1829 User -Endeavor Homes Run-LAZZARESCHI - ------------------------------------------------------------------------------ TABLE OF CONTENTS ----------------- •Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 Ak a Ctd1 PS::ur+d 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------------------------------------- Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 Project Address........ 1140-HURLETON-SWEDES FLAT******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI - ------------------------------------------------------------------------------ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1377 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 19.4 6 of floor area Average Glazing U -value.... 0.57 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling.Height..... 8.2 ft Component ,Type ------------ Wall Roof Floor Door Orientation BUILDING SHELL INSULATION Frame ------------------------- Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments Wood R-21 R-0 ---- R-21 ------- ------------------------ 0.059 Wood R-38 R-0 R-38 0.033 Attic Wood R-19 R-0 R-19 0.037 CRAWL n/a R-0 R-n/a R-0 0.330 TO GARAGE ------------------ Window ' Front (W) Door Front (W) Window Front (W) `0 Window Front (W)'\ Window Front (W) Door Front (W) Window Front (W) Window Front (W) Window Left (N) Window Left (N) FENESTRATION ------------ Over- Area U- Interior Exterior hang/ (sf) ----- Value ------ SHGC ------ Shading Shading Fins 12.5 0.600 0.650 --------------- Standard -------------- Standard ----- Yes 20.0 0.500 0.650 Standard Standard Yes 12.5 0.600 0.650 Standard Standard Yes 12.0 0.600 0.650 Standard Standard Yes 12.5 0.600 0.650 Standard Standard Yes 20.0 0.500 0.650 Standard Standard Yes 12.5 0.600 0.650 Standard Standard Yes 8.0 0.570 0.670 Standard Standard Yes 4.0 0.570 0.670 Standard Standard None 6.0 0.570 0.670 Standard Standard None CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------- Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI - ---,--------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. REMARKS FENESTRATION Over - Area U- Interior Exterior hang/ Orientation --------------------- (sf) ----- Value SHGC ------ Shading Shading Fins Door Back (E) 33.0 ------ 0.550 0.650 --------------- Standard -------------- Standard ----- None Window Back (E) 18.0 0.600 0.650 Standard Standard None Window ' Back (E) 17.5 0.600 0.650 Standard Standard None Window Right (S) 18.0 0.600 0.650 Standard Standard None Window Right (S) 6:0 0.600 0.650 Standard Standard None Door Right (S) 20.0 0.500 0.650 Standard Standard None Window Right (S) 14.0 0.600 0.650 Standard Standard Yes Window Right (S) 6.0 0.600 0.650 Standard Standard Yes Window •Right (S) 14.0 0.600 0.650 Standard Standard Yes HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Crawlspace R-4.2 -- --------- No No ------- Setback .NoCooling 10.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING --------------------- SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater ------------ ----------- Type Distribution ------------------- Type System Factor (gal) R -value Storage Gas Standard ------ 1 -------- ------ 0.60 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------------------------------------------- Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM CF -1R User.#-MP1829 User -Endeavor Homes Run-LAZZARESCHI -----------------------------.-------------------------------------------------- i REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code *of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any -shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... KATHY LAZZARESCHI Company. OWNER/BUILDER Address. 1140 HURLETON-SWEDES FLAT OROVILLE, CA. 95966 Phone... 1-530-589-2422 License. Signed. . 7—w & Q - (date) ENFORCEMENT AGENCY Name. .. a Title .. Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Endeavor Homes Address. P.O. Box 1947 Oroville, CA 95965 Phone... 530-534-0300 Signed.. `7 '�D'db (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-lR Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 Project Address........ 1140 HURLETON-SWEDES FLAT******* -------------- ------ OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-LAZZARES Wth-CTZllS92 Program -FORM MF -1R _User# MP1829 User -Endeavor Homes Run-LAZZARESCHI -------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on.the Certificate of Compliance. When this checklist is incorporated into the permit documents,. the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13.raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. '118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to'limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only'. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM MF -1R ----User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI -------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ---------------------------------------------------- Design- Enforce= er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h). Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes -closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal./external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO i 1997 UMC sections 601 and.603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System'is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At.least 36 inches of -pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 MICROPAS5 x5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM MF -1R I. User##-MP1829 User=Endeavor Homes Run-LAZZARESCHI ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr): i LIGHTING MEASURES ----------------- Design- Enforce-ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. i r - COMPUTER METHOD SUMMARY Page 7 C -2R ____________________________________ Project Title.......,... KATHY LAZZARESCHI Date..04/30/00 11:28:37 Project Address........ 1140 HURLETON-SWEDES FLAT******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone............ 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. _________________________________________________ MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM C-2R User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI -------------- ------------------------------------------------------- ------ ------------------------------ = MICROPASS ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = = Space Heating. ...... 15.47 13.67 1.80 = = Space Cooling........... 15.77 17.96 -2.19 = = Water'Heating.......... 16.74 14.45 w 2.29 = = Total. 47.98 46.08 1.90 = _ *** Building complies with Computer'Performance *** _ GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1377 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume.......:. 11324 cf Slab -On -Grade Area......... 0 sf Glazing Percentage.......... 19.4 % of floor area Average Glazing U -value.... 0.57 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.2 ft COMPUTER METHOD SUMMARY Page 8 C-2R Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 MICROPAS5 v5.10 File-LAZZARES Wth-CTZllS92 Program -FORM C -2R User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI ------------------------------------------------------------------------ Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Roof 9 .Floor 10 Door Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Area Volume Dwell Cond- Thermostat (sf), (cf) Units itioned Type ------------ ----- ------- ----------- Vent Vent Air Height Area Leakage (ft) ----- -------- (sf) Credit --------- 1377 11324 1.00 Yes Setback 2.0 Standard No Front (W) OPAQUE SURFACES Front (W) Area U- --------------- Insul Act 4 Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 301 0.059 21 270 90 Yes W.21.2X6.16 (W) 406 0.059 21 0 90 Yes W.21.2X6.16 (N) 292 0.059 21 90 90 Yes W.21.2X6.16 (E) 27 0.059 21 90 90 No W.21.2X6.16 -(S) 434 0.059 21 180 90 Yes W.21.2X6.16 (S) 82' 0.059 21 30 90 No W.21.2X6.16 (S) 505 0.033 38 n/a 0 Yes R.38.2X4.24 Attic 205 0.033 38 270 18 Yes R.38.2X4.24 Attic 710 0.037 19 n/a 0 No FC.19.2X6.16 CRAWL 18 0.330 0 30 90 No None TO GARAGE FENESTRATION SURFACES HOUSE 1 Window Front (W) 2 Door Front (W) 3 Window Front (W) 4 Window Front (W) 5 Window Front (W) 6 Door Front (W) 7 Window Front (W) 8 Window Front (W) 9 Window -Left (N) 10 Window Left (N) 11 Door Back (E) 12 Window Back (E) 13 Window Back (E) 14 Window Right -(S) 15 Window Right (S) 16 Door Right (S) 17 Window Right (S) 18 Window Right (S) Area U- Act Exterior Shade Interior Shade .(sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ------------------------ -------- 12.5 0.600 0.650 270 90 Standard/0.76 Standard/0.68 20.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 1.2.5 0.600 0.650 270 90 Standard/0.76 Standard/0.68 12.0 0.600 0.650 270' 90 Standard/0.76 Standard/0.68 12.5 0.600 0.650 270 90 Standard/0.76 Standard/0.68 20.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 12.5 0.600 0.650 270 90 Standard/0.76 Standard/0.68 8.0 0.570 0.670 270 90 Standard/0.76 Standard/0.68 4.0 0.570 0.670 0 90 Standard/0.76 Standard/0.68 6.0 0.570 0.670 0 90 Standard/0.76 Standard/0.68 33.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 18.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 17.5 0.600 0.650 90 90 Standard/0.76 Standard/0.68 18.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 6.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 20.0 0.500 0.650 180 90 Standard/0.76 Standard/0.68 14.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 6.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 V5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM C -2R ---User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI I ---------------------------------------------------- -------------- m Orientation ---------------------- 19 Window Right (S) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade (sf) Value SHGC Azm Tilt Type/SHGC ----- ----- ---- --- ---- -------------- 14.0 0.600 0.650 180 90 Standard/0.76 OVERHANGS AND SIDE FINS Interior Shade Type/SHGC -------------- Standard/0.68 System Type ---------------- HOUSE Furnace NoCooling HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff ------------------------------------------- 0.800 AFUE Crawlspace R-4.2 No 10.00 SEER Crawlspace R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor --------- ----------- ------------------- ------ -------- 1 Storage Gas Standard 1 0.60 No No Tank Size (gal) 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. 0.772 0.689 External Insulation R -value R- n/a *** *** *** This building incorporates non-standard Natural Vent Area or Vent Height. '---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface - -(sf) Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext Ext Dpth Hght Ext Dpth Hght HOUSE ---- ---- ---- ---- ---- ---- ---- 1 Window 12.5 2.5 5.0 10.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 20.0 3.0 6.67 10.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.5 2.5 5.0 10.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 4.0 3.0 1.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.5 2.5 5.0 10.0 0.25 n/a n/a n/a, n/a n/a n/a n/a n/a 6 Door 20.0 3.0 6.67 10.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.5 2.5 5.0 10.0 0.25 n/a n/a n/a n/a n/a 'n/a n/a n/a 8 Window, 8.0 8.0 1.0 10.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 14.0 4.0 3.5 1.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 6.0 2.0 3.0 1.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 14.0-4.0 3.5 1.0 0.25 n/a n/a n/a n/a n/a n/a n/a n/a System Type ---------------- HOUSE Furnace NoCooling HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff ------------------------------------------- 0.800 AFUE Crawlspace R-4.2 No 10.00 SEER Crawlspace R-4.2 No WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor --------- ----------- ------------------- ------ -------- 1 Storage Gas Standard 1 0.60 No No Tank Size (gal) 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. 0.772 0.689 External Insulation R -value R- n/a *** *** *** This building incorporates non-standard Natural Vent Area or Vent Height. COMPUTER METHOD SUMMARY Page 10 C -2R Project Title._ ... -...... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 x5.10 File-LAZZARES Wth-CTZ11S92 Program -FORM C -2R ---_-User#_MP1829 User -Endeavor Homes Run-LAZZARESCHI SPECIAL FEATURES AND MODELING ASSUMPTIONS This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 11 HVAC Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 Project Address........ 1140 HURLETON-SWEDES FLAT******* --------------------- OROVILLE, CA. 95966 *v5.10* Documentation Author... Barry Rubanoff ******* Building Permit # Endeavor Homes P.O. Box 1947 Plan Check / Date Oroville, CA 95965 530-534-0300 Field Check/ Date Climate Zone.... .. 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc.. MICROPASS v5.10 File-LAZZARES Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI - ----------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1377 sf Volume ..................... 11324 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS _Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior.Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction ........ 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar..• ... 5892 3345 Glazing Conduction ............... 6068 3944 Glazing Solar .................... n/a 6931 Infiltration ..................... 6441 2645 Internal Gain .................... n/a 2100 Ducts ............................ 1840 948 Sensible Load... .................. 20241 19913 Latent Load ...................... n/a 3983 ----------- -------- Minimum Total Load 20241 23896 Note: The loads shown•are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., .must also be considered. It is the HVAC designers responsibility to consider all � A HVAC SIZING Page 12 HVAC ---------------- Project Title.......... KATHY LAZZARESCHI Date..04/30/00 11:28:37 I MICROPAS5 v5.10 File-LAZZARES Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -Endeavor Homes Run-LAZZARESCHI --------------------- ----------------------------------------------------- factors when selecting the HVAC equipment. r > G<�-r � G. Imo✓+ -n- i?-vu� r- a••�. i 2 - 3 � _ p iii i2-33—oS APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: [ _ 1,44 Date:./ Q Genera/Information AP#: Owners Name: Z C J� C `% f h Parcel Acreage: Owners Address: Building Site Address: ./G{ %Z /e f O �[/ ,)�J (/ P s . /C'j%V Propert17formation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd'Dwelling ❑ Multi -Family >2 units per parcel JKeptic ❑ Well ❑ Other Zone District: 1 — Date of Zoning Ordinance: General Plan: A r Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan n No ❑ Yes Violation Area jj No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use ® ❑� � Floodplain No Yes Zone: I_ Panel Number: No ❑ Yes Watershed Protection Zone Proposed Use Complies With: 1.9 General Plan W Zoning Proposed Use Requires: - ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK es Shown, ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front 5O G Side Side street Rear 10. �� O Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: H Deeds Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Date of Creation: - rrnr /,cel Z- Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: []No Yes Comments: ❑ Map Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ No ❑ Yes (� No ❑Yes Block: Book: Page: ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: llg 1N3Wd013AXD ONY7 311(18 10 k1N600 BOB? t i NHr 03AI333H ENGINEERING SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 Butte County Building Division 7 County Center Drive Oroville, CA 95965 Attn: Philo Hunt PLANNING FAX: (530) 533-3551 EMAIL: gda@quiknet.com May 17, 2000 Re: Lazzareschi Permit #99-2891 -- Dear Mr. Hunt; ..Addressing. your. letter of May 10, 2000, we offer the. following: 1) This item is complete 2) We have enclosed a type written schedule. You stated that you will tape it to the plans in your office. - fJO-10 1-1 F V t 3) Plans call for entire garage to be sheathed with 3/8" OSB with hard plank siding. — NcT- $R-owN 0 -T;L -.COMnI.y w/ v0C :Z32 -o' � 4) Connection details are shown on plans. All drag struts a e Z -ZX member v f \DF_ -L. P US A-YL46 I N "cr'-WA-Ti =5 5) The panels are identified on sheets 1 & 5. ? 6) This detail is shown on plans. rr7�"A If we can be of further assistance, do not hesitate Mn r5all S;nneth ly, C. Lenhar , P.E. (*J GDA Engineering, Surveying, Planning dl/letters/00022 enclosure cc: Dick Miller . Kathy Lazzareschi6&7VR14irf# 7' r)erA (_ 0 rW SC lt6V f)54C 1A1,1 KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S. Philo Hunt May 17, 2000 Page 2 a TOP FLOOR LINE PANEL WIDTH MATERIAL NAILING HOLDOWN 1 5.5' 15/32" OSB 8d-6,6,12 H-6 1 8' 15/32" OSB 8d-6,6,12 H-6 2 45�)' 15/32" OSB 8d-4,6,12 H-6 B,/ " 15/32" OSB 8d-4,6,12 A-35 6' 15/32" OSB 8d-6,6,12 A-35 A (3. ' 15/32" OSB 8d-6,6,12 A-35 A r4l 15/32" OSB 8d-6,6,12 A-35 FLOOR 'ANEL NIDTH MATERIAL NAILING HOLDOWN 6.75' 15/32" OSB 8d-3,6,12 SSTB20( DS 5' 15/32" OSB 8d-3,6,12 SSTB20( DS t,2 rcoA/\, o N o FY -I I N ��4Lc s l�w w t�-L Sti—m-VL t N Tv? Ft-oOVZ L'A,v e 5 / - V!� - -,rt S �"� T� l '?9- z99/ ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 EMAIL: gda@quiknet.com April 14, 2000 Butte County Building Department 7 County Center Drive Oroville, CA 99965 Re: APN:072-330-082 Kathy Lazureschi Horne / Dick Miller This office has reviewed the truss calculations prepared by Longfellow Lumber Company. The calculations meet the design requirements for the referenced structure. Sincerely, Kenneth C. Lenhardt, P.E. GDA Engineering, Surveying, Planning File: dm\letters\00022ltr.1 encl. REC 241 F� rAl APR 1.1 2000 BUTTE COUNTY BUILDING DIVISION JOHN D. CHRISTOFFERSON, P.L.S. r > ,A ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 TEL: (530) 533-2068 FAX: (530) 533-3551 EMAIL: gda@quiknet.com . STRUCTURAL CALCULATIONS Client: DICK MILLER Project: KATHY LAZZARESCHI HOME Location: 072-330-082 Note: PLANS BY DICK MILLER .. 99- 2891 6UTTE COUNTI TJILDING' DEPARTMENT, APPROVED ATTENTION: This engineer is not responsible for on site inspection to assure compliance with the materials or workmanship specified herein. This engineer is not responsible for any changes in -the specifications unless approval is authorized in 'writing by the engineer. Workmanship is to be of highest quality and in all cases to follow accepted construction practice, the Uniform Building Code, and local building department standards. Kenneth C. Lenhardt, P.E. WPDOCSWASTEMSCAMCOV Job # 00-022 Date:3/28/00 KENNETH C. LENHARDT, P.E. JOHN D. CHRISTOFFERSON, P.L.S. t LOADS Roof Dead Load= 16 psf for trusses and high slope rafters, 15 psf for rafters. Roof Live Load (No Snow Loads) 16 psf Floor Dead Load =10 psf, Decks D.L. =10 psf Floor Live Load=40 psf for residential, 50 psf for office, and 100 psf for retail. Wall Dead Load=10 psf. 1. General a) All work shall conform to the 1997 UBC and applicable local codes. b) Where applicable, allowable stresses have been increased 15% for snow, 33% seismic, and 60% for wind and seismic connections (timber). c) Seismic zone 3. Basic wind speed=75mph., exposure B, based upon UBC 1616, Method 2. d) Snow loading as per UBC appendix chapter 16 division I1. e) The Engineer is responsible for the structural items in the plans only. Should any changes be made from the design as detailed in these calculations without written approval from the Engineer then the Engineer assumes no responsibility for the entire structure or any portion there of. Should the results of the calculations not be fully or properly transferred to the plans, the engineer assumes no responsibility for the structure. f) All water proofing and flashing (roofs, foundations, garage floors, etc.) is the responsibility of the contractor or owner. g) These calculations are based upon a completed structure. Should an unfinished structure be subjected to loads, the Engineer should be consulted for an interim design or if not, will assume no responsibility. 2. Site Work a) Assumed soil bearing pressure= 1500 psf, determined in accordance with UBC table 18-1-A. b) Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions encountered must be brought to the attention of the Engineer. c) These calculations assume stable, undisturbed soils and level or stepped footings. Any other conditions should be reported to this Engineer. d) All footings shall bear on undisturbed soil with a footing depth below frontline, (18" or 24" as per local requirements). Finished grade shall slope away from foundation. 3. Concrete, Masonry a) Concrete shall have a minimum 28 day compressive strength of 2500psi . b) Concrete shall be air entrained to not less than 5% and not more than 7%. c) Slabs shall be reinforced with 6x6x10WW mesh as per ASTM A185, or with Fibermesh as per manufacturer's specifications. Water proofing of any garage slab over timber framing system is the responsibility of the owner or contractor: d) Waterproofing of foundations and retaining walls is the responsibility of the owner or contractor. e) Reinforcement shall be grade 60 as per ASTM A615 . Lap reinforcing bar splices 40 bar diameters. f) Concrete stem walls and footings are to be a monolithic pour, or provide vertical #4's a 18" oc. in stemwall developed into footing, provide 2 /t4's horizontal continuous in perimeter footing min. (1 top, 1 bottom). g) All masonry units shall conform to ASTM C 90 grade N. h) All masonry cells are to be solid grouted with mortar conforming to ASTM C279 Type S, with a 28 day compressive strength of 2000 psi min. 4. Framing/Lumber a) Roof Sheathing. Use 5/8" CDX APA rated [(40/20) for 5/8", (48/24) for 3/4"] sheathing. The thickness is per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail,with 8d box @6" edge, 12" field. 7/16" OSB w/8d box @ 6,12, or as shown. b) Floor Sheathing. Use 3/4" T&G APA rated sheathing. Glue and nail with 8d @ 6" edge, 10" field, or as shown. c) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303 (T-1-11). Alternate sheathing may be substituted for floors, roofs, and shear walls provided they are structurally equivalent. d) Headers. Headers that are not specifically addressed in the calculations shall be 6x8 DF #1 (OK by observation). Use (2) trimmers on all openings 5'0" and larger. e) Floor joists. Use manufactured "1" joists (such as Truss Joists), size space as per manufacturer's recommendations (use L/480 min). Use manufactured rim board (such as Timber Strand) with all "1" joists. Use a double rim board in all locations where ledgers are used (such as deck ledgers). Douglas Fir #2 may be substituted for "I" joists. Size and space in accordance with UBC table 23 -1 -V -J-1 using E=1.6 max. Engineer recommends using E,< 1.2. f) Sill plates shall be pressure treated Douglas fir or Hem Fir. g) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build up against a stud wall the owner shall be responsible to eliminate snow to stud wall contact. h) All framing lumber shall be Douglas Fir Larch. i) Glu -lams shall be 24F -V4. Glu -lams exposed to weather must be rated for exterior use by the manufacturer. j) Micro -lams (laminated veneer lumber) shall have Fb=2800 psi & Fv=285 psi min. k) Splice all beams over supports or sawcut top 1/3 at support (not @ cantilevers), . 1) Where (3) or�more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor levels to the foundation. m) Where posts with column caps or bearing plates are called out for, the load is to be transferred to the foundation by vertical grain only. n) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 8" oc. staggered.. o) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. p) All framing members specified in these calculations are minimums, and larger members may be substituted. 5. Hardware / Structural Steel a) All hardware called shall be Simpson Co. installed as per manufacturer's specifications. b) Structural steel shall conform to ASTM A36. Pipe columns shall conform to ASTM A501. c) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local building authority. Fillet welds are designed using one half stresses not requiring special inspection. d) All welding electrodes shalt be E7OXX or shielded wires with Fy < 70ksi. 6. Trusses Spacing=24"oc. a) All prefabricated trusses shall be fabricated by a code approved manufacturer. The manufacturer shall supply shop drawings for review by this Engineer and shall be responsible for the design and certification of the trusses. b) It is the responsibility of the manufacturer to conform the truss design according to the loading conditions as called for in these calculations, such as (1) live and dead loads, (including drag loads); (2) truss spacing; (3) spans and eave overhangs (4) roof pitch; and (5) bearing points. c) The truss manufacturer shall be responsible for all truss to truss connections. d) The truss manufacturer shall provide a means of attic access when spacing is 16" oc or less. e) Gable end trusses shall be structural, designed to support overhand and to allow a top chord notch of 1 '/2". f) Trusses are to stack over wall studs at bearing points when snow loads are greater than 120 psf. Girder trusses are to be supported by multiple trimmers. g) All non-bearing walls are to have a '/z" gap to the bottom chord of trusses. Secure bottom chord to wall with Simp. DTC. on truss layout. h) Trusses are to be handled, installed and braced in accordance with HIB -91 of the Truss Plate Institute. Bracing and/or bridging shall be provided for and detailed by the truss manufacturer. i) Truss Loading TOP CHORD DEAD LOAD =10 psf BOTTOM CHORD DEAD LOAD= 10 psf SNOW. LOAD (reduced for pitch) = N/A DRAG LOADS=1500Nmino, where drag trusses are specified on plans. SPECIAL LOADING CONDITIONS: 7. Snow Loads - N/A (File:STRCALCS.GN) GDA . ENGINEERING, SURVEYING, PLANNING / 220 GRAND AVENUE I OROVILLE, CA 95965 (530)533-2068 i ;p / ( •7S 8 5 1 h 2 © •T� � � 2 (BolroM� i T -P) i n� 13 b . 6L E(/ )AI q4'. 1, 9'pFESSfONq\ Q�p GNARLES wC-02 w 9367 0 mm cs Exp.03-31-03, OF CAS -SFO/ 00 -0.2 Z- GDA j ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE I OROVILLE, CA 95965 (530) 533-2068 Jh/inlO L 019J:.) 'b3 C c el O. 6Z is-Zo ,a. b7 T. ��SXD•b7�f(5x0,7Z)t(7.7-A 0,7G� X1�1,�X1.3 Q�oFESSio4, Lu w C-029387 �d m cc Y Exp. 03-31-03 OF CA\ -\FO i GDA j ENGINEERING, SURVEYING, PLANNING 220 GRANDAVENUE OROVIL.LE, CA 95965 (530) 533-2068 SE/SM IC • �R IA N N F H LLI Lu coo N C4 aaa s Clo =l3• S6 NZ, J L 0'A r JC Q,pFESS/c)A/ I C I a w C-029387 95 m I Y Exp" 03-31-03 * Q OF GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 ZOO 132 ass wlg,7,1 0-. G; /?falls Ore- 9d .Box or GoULer '97oole �.--- �o5,z�/,X a�/� .:'r�= 88,E �/• 3�� ' �✓L;' a./� / � v @ loo �o� /• 2 r7a r e/ S G� S S/ p f rc1 6l �OdC //�pFESSIpNq� ��/�O GNARLES � F �A�'co 8yy'LG� w w C-029387 9a m � Exp. 03-31-03 \Q' OF CAS-\FO� W W W W W W xxx VI V1 4A coo H cc r C aav_ N N N N C N NO- GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 L 29 L 117e- /3 2 0 x 37-/z 79gr/S - cgI ric.4e- L i n e Z- =- /68U 17/ % PpF ESSlp�yq� �O GNARLES � F Cl) w C 029387 0 mm Lu CC Exp. 03.31-03 OF CPL�FC t�0-D2Z, I GDA ENGINEERING LAND SURVEYING. Title: KATHY LAZZARESCHI HOME Job # 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 4:12PM, 27 MAR OO OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION . � NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 Rei: 510002 User: KW.0601736. Ver 5.1.2, 13 -Jun -1999, Win32 Plywood Shear Wall & Footing - Page 1 (c) 198399 ENERCALC,,,.....r......i..a:,.- Description LOP FLOOR -LINE 1; 5.5' PANEL . General Information 0.00 ft to Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 5.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/2" Ht / Length 1.455 Stud Spacing 16.00 in Loads 0.00 lbs Vertical Loads... 0.00 ft-# Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 50.00 #/ft 0.00 ft to 5.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 213.00 #/ft 5.500 ft = 1,171.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 5.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft Pc 3,000.00 psi Footing Length 5.500 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in umma Wall Summary... . Using 172"'Tfiick Grade C -D- on 1 side/s,_Nailiog;isl8d_at 6:in,@Edges, 8d at j2,i_n;@,Field_ Applied -Shear 222:0#/ft; Capacity = 260.000#/ftt -> OK Wall Overturning= 9,569.1ft-#, Resisting Moment = 1,966.3ft-#, End Uplift = 1 382.341bs Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf Sill Bolting: 1/2" Bolts @ 45.66in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in 7 Footing Summary... ' Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0 Minimum Overturning Stability Ratio = 0.385: 1 Less Than f� N ? Good'. Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity= 40101bs HD5A, Capacity = 40101bs GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 4:12PM, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com Scope : LATERAL ANALYSIS (FAX) 530-533-3551 Rev. 510002 User: KW.0601736. Ver 5.1.2, 13 -Jun -1999. Wh32 Plywood Shear Wall & Footing Page 1 (c) 198399 ENERCALC c:\enercalc\00022.ecw:Calculafion Description T'OPFLOOR-LINE 1; 8' PANEL r General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 8.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0,112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/2" Ht / Length 1.000 Stud Spacing' 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at It ,Uniform Load # 1 50.00 #/ft 0.00 It to 8.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 213.00 #/ft 8.000 ft = 1,704.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 8.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall i 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000. It Concrete Weight 145.00 pcf Wall Length 8.000 It Rebar Cover 3.00 in Past Right Edge of Wall 0.000 It fc 3,000.00 psi Footing Length 8.000 It Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in + Overturning Ratio < 1.0 ! Wall Summary... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d:at 6 in,@.Edges, 8d at,12,in @ Field Applied-Shear=+222:0#/ft CCapa`city'=-260.000#/ft O Wall Overturning = 13,918.7ft-t, Resisting Moment = 4,160.Oft-#, End Uplift = 1,219.84lbs Max. Soil Pressures: @ Left = O.Opsf, @Right = O.Opsf Sill Bolting: 1/2" Bolts @ 45.66in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear.= O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15 Minimum Overturning Stability Ratio = 0.561 : 1 Less Than - ood Simason Hold Down Ootions Choices for LEFT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs PHD2, Capacity= 361 Olbs HD5A, Capacity = 401 Olbs GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev. 510002 User: KW -0601736, Ver 5.1.2. 13-Jun-1999,'Arin32 (c) 1983.99 ENERCALC Description General Information Title: KATHY LAZZARESCHI HOME Job # 00-022 Dsgnr: KCL Date: 4:12PM, 27 MAR 00 Description: STRUCTUAL CALCULATION NEW HOME Scope : LATERAL ANALYSIS Plywood Shear Wall & Footing Page 1 FLOOR -LINE 2; 5' Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/7• Ht / Length 1.600 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 50.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 287.40 #/ft 5.000 It = 1,437.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 5.000 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness -12.00 in rlffidl- MMMOMMOMM4: s - erturnirin RPNA < a, 1 Wall Summary... Using-112"'Thlc–__ de C -D on 1 side/s, Nailing is 8d a 4 in Edges, 8d at 12 in @ Field . (Applied -Shear= 296:4#/ft'`Capacity = 380`000#%ftp —> K` Wall Overturning = 11,675.2ft-#, Resisting Moment = 1,625.Oft , End Uplift = 2,010.04lbs Max. Soil Pressures: @ Left = O.Opsf, @ Right = O.Opsf Sill Bolting: 1/2" Bolts @ 34.20in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... I „ Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in Minimum Overturning Stability Ratio = 0.261 : 1 Less Than 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs . HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity= 36101bs HDSA, Capacity = 4010lbs HDSA, Capacity = 401 Olbs GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-5333551 Rev: 510002 User: KW0601736. Ver 5.1.2. 13Jun-1999. Win32 (c) 193399 EMERCALC Title: KATHY LAZZARESCHI HOME Job # 00-022 Dsgnr: KCL Date: 4:12PM, 27 MAR 00 Description: STRUCTUAL CALCULATION NEW HOME Scope : LATERAL ANALYSIS Shear Wall & Footing __ Description 1 TOP FLOOR -LINEA; 3'5}FANELy General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 3.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height . 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/2" Ht/Length 2.286 Stud Spacing 16.00 in Loads .Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 152.00 #/ft 0.00 ft to 3.50 ft, Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 57.80 #/ft 3.500 ft = 202.30 lbs Uniform Shear @ Top of Wall 0.00 #/ft 3.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs .Moment Applied @ Top of Wall. 0.00 ft-# Footing -------------------------------- Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 3.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 3.500 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... _ sing-1/2"Thick Grade C -D on 1; side/s, Nailing is:8d at 6,in•@ Edges, 8d at.l2,in.@ Field Applied Shear= 66.8#/ft, Capacity = 260:000#/ft -> OK Wall Overturning= 1,743.8ft-#, Resisting Moment= 1,421.Oft-#, End Uplift= 92.24lbs Max. Soil Pressures: @ Left = 3,500.1 psf, @ Right = 3,500.1 psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15' Minimum Overturning Stability Ratio = 1.168: 1 Les Than 1. - Warning ! Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A,,Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 401 Olbs HD5A, Capacity = 4010lbs GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 4:1213M, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com (FAX) 530-5333551 Scope: LATERAL ANALYSIS Re. eKW.0601736. Ver 5.1.2. 13-J.. B-59, Win32 Plywood Shear Wall & Footing Page 1 198399 ENERCAIC c:\enercalc\00022.ecw:Calculations Description VOP`FLQOR-LINE A;.4' PANEL I I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight , 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/7' Ht / Length 2.000 Stud Spacing* 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 152.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top.of Wall 57.80 #/ft 4.000 ft = 231.20 lbs Uniform Shear @ Top of Wall 0.00 #/ft 4.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 4.000 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary „ Design OK Wall Summary... Using` 1/2" Thtck Grade C -D on 1 side%s, Nailing is, at 6.in @ Edges,,,8•d,at;12;in @_ GField Applied`Sh6ar ='66:8#/ft,�~Capactty =260:000#/fi '''-> OK Wall Overturning = 1,993.Oft-#, Resisting Moment = 1,856.Oft-#, End Uplift = 34.24lbs Max. Soil Pressures: @ Left = 2,005.3psf, @ Right = 2,005.3psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15i Minimum Overturning Stability Ratio = 1.335: 1 Les Than 1.5 - arning I Simpson Hold Down Ootions Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing.,... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2,.Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010Ibs HD5A, Capacity= 401 Olbs GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 RM 510002 User: KW0601736. Ver 5.1.2. 13-Jun•1999. Wh32 (W 1983.99 ENERCALC i Title: KATHY LAZZARESCHI HOME Job # 00-022 Dsgnr: KCL Date: 4:12PM, 27 MAR 00 Description: STRUCTUAL CALCULATION NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Walt & Footing Description I TOP,FLOOR-LINE A; 6' PANEL - Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor . 0,112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2,00 Thickness 1/2" Ht / Length 1.333 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 152.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall (;Z7.80 #/ft 6.000 ft = 346.80 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft_! Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft' Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 6.000 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Wall Summary... -Using1/2" Thick Grade C -D .on 1 side/s, Nailing is 8d at 6 in @.Edges,8d-at :Applied -Sheaf = 66.8#%ft; Capacity = 260.000#/ft -> OK ---�- " -- Wall Overturning = 2,989.4ft-#, Resisting Moment = 4,176.Oft-#, End Uplift = 0.00lbs RAS.. n_:l r1 -....... ........ /a 1 ..p - A AAA A-9 t=% rl:. 64 - 4 AAA A. C II Bolting: VT Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @A48 -ooting summary... Max. Footing Shear = 0.00psi, . Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 2.002: 1 Design OK flOW GDA ENGINEERING LAND SURVEYING 220 -GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 User: KW.0601736• Ver 5.1.2, 13-Jun.1999. Win32 (c) 198399 ENERCALC Title: KATHY LAZZARESCHI HOME Job# 00-022 f� Dsgnr: KCL Date: 4:12PM, 27 MAR 00 Description: STRUCTUAL CALCULATION NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Page 1 r\�ncrrelr\M!)99 orwCalrnlatinn Description TOPTLOOR;L'INE A; 8:5' General Information calculations are designed to 1997 NDS and 1997 UBC Requirements --------------- # Plywood Layers 1 Wall Length 8.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1 /Z' Ht / Length 0.941 Stud Spacing 16.00 in ELoads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 152.00 #/ft 0.00 ft to 8.50 ft Uniform Load # 2 0.00 #/ft 0.00ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 57.80 8.500 ft =. 491.30 lbs Uniform Shear @ Top of Wall 0.00 #/ft 8.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 8.500 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 8.500 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... PUsing172"'Thitk'Grade C -D on 1 side/s, Nailing is 8d at 6_in.@-Edges, $d_at_1.2 Applied-Shear-=-66-8#/ft, Capacity--�260:000#%ft -> OKE._---, ----� Wall Overturning = 4,235.Oft-#, Resisting Moment= 8,381. Oft-#, End Uplift= O.00Ib Max. Soil Pressures: @ Left = 776.5psf, @ Right = 776.�P - - . Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 2.836: 1 n,@_I-ield r GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job# 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 4:12PM, 27 MAR 00 Description: STRUCTUAL CALCULATION OROVILLE, CA 95965 NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 ' Rev: 610°02 Plywood Shear Wall & Footing Page 1 User: K'N0601736. Ver 5.1.2, 13Jun1999. Win32 (c11983.99 EMERCALC - rAAn rralr\(1(1()99 Ar-r.nlndn innc Description tTOP FLOOR -LINE B; 6' PANEL 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick.. 2.00 Thickness 1/2" Ht / Length 1.333 HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs Stud Spacing 16.00 in HD5A, Capacity= 40101bs Loads Vertical Loads... - Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 152.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads...' Uniform Shear @ Top of Wall 85.30 #/ft 6.000 ft = 511.80 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft_# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 6.000 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary.... el_Using 1%2" Th"Thick Grade C -D on 1 side/s, Nailing is 8d at-6Tin'@-Edges; 8d -at -,l 2•in @Field Applied, Shear, ='94:3#/ft,-Capacity ='260:000#/ft-->•OK- - Wall Overturning = 4,309.4ft-#, Resisting Moment = 4,176.0ft-#, End Uplift L- 22.241bs Max. Soil Pressures: @ Left = 1,785.Opsf, @ Right = 1,785.Opsf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15��aa�min. Minimum Overturning Stability Ratio = 1.392: 1 Les Than 1.5 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 27751bs HD2A, Capacity = 27751bs HD2, Capacity = 2815lbs ; PHD2, Capacity = 3610lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs HD5A, Capacity= 40101bs HD5A, Capacity= 40101bs GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job# 00-022 /6 220 GRAND AVENUE Dsgnr: KCL Date: 4:12PM, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com Scope : LATERAL ANALYSIS (FAX) 530-533-3551 Rrr: S10CG2 User: KVl0601736• Ver 5.1.2. 13Jun1999. Win32 Plywood Shear Wall &Footing Page 1 (c) 198399 EhlERCA Lc �,r....'. - c:\enercalc\00022.ecw:Calculations Description -TOP FLOOR -LINE B;.10�FANEL-�- General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 • Wall Length 10.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1 /7' Ht / Length 0.800 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 •0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at r ft Uniform Load # 1 152.00 #/ft 0.00 ft to 10.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 85.30 #/ft 10.000ft = 853.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 10.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 10.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 3,000.00 psi Footing Length 10.000 ft Fy 60,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in umma Design OK Wall Summary... Using 1/2" -Thick Grade C -on , side/s,, Nailing is 8d at 6�in @ Edges, 8d at 1Tin @•Field-- Applied-"Shear-=-94,.3#/ft, �"- Capacity ='260.'000#/ft-> OK _ Wall Overturning = 7,182.4ft-#, Resisting Moment = 11,600.Oft-#, End Uplift - O.00Ibs Max. Soil Pressures: @ Left = 883.5psf, @ Right = 883.5psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing.Shear = O.00psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 2.320: 1 ;. /7 GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-M 220 GRAND AVENUE Dsgnr: KCL Date: 5:02PM, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 530-533-3551 LRw1O,:'S Koz Page 1 User: W.0601736, Ver 5.1.2, 13.Jun.1999. Win32 Plywood Shear Wall & Footing (e) 1983.99 EN ERCALC cAenercalc\00022.eCW:CaICUIatlOnS Description 'BOTTOM FLOOR LINEI;-6.7.KPANEL- General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements ----------------- # Plywood Layers 1 Wall Length 6.750 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/7, Ht / Length 1.185 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 150.00 #/ft 0.00 ft to 6.75 ft Uniform Load # 2 0.00 #/ft 0.00 It to 0.00 It Lateral Loads... Uniform Shear @ Top of Wall 462.00 #/ft 6.750 It = 3,118.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.750 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00'ft-# .Footing Past Left Edge of Wall 4.000 ft Concrete Weight 145.00 pcf Wall Length 6.750 ft Rebar Cover 3.00 in Past Right Edge of Wall 4.000 ft fc 2,500.00 psi Footing Length 14.750 ft Fy 40,000.00 psi Footing Width 2.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using-1/2'-Thick'Grade C -D o' n 1 side/s, Nailing is 8d a 3 in Edges, 8d af12'in �'Field�-- AppliedShear = 471;0#/ft; Capacity' =490:000#/ft'r=> K- WallWall Overturning = 25,189.9ft-#, Resisting Moment = 5,239.7ft End UpliMax. Soil Pressures: @ Left = 774.6psf, @ Right = 774.6psf Sill Bolting: 1/2" Bolts @ 21.52in, 5/8" Bolts @ 33.55in, 3/4" Bolts @Footing Summary... Max. Footing Shear = 15.72psi; Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.42in2, @ Right = 0.42in2 Minimum Overturning Stability Ratio = 1.516 : 1 Simpson Hold Down Options Choices for LE -FT -Side -of -Wal to Footing..... K'No�Uplift, None Required PHD2, Capacity= 36101bs HD5A, Capacity= 40101bs Dices for RIGHT Sid_e_of_Wall to Footing. o Uplift, None Requir �� PHD2, Capacity = 36101bs HD5A, Capacity = 4010lbs . f % ' GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Title: KATHY LAZZARESCHI HOME Job # 00-022 Dsgnr: KCL Date: 5:02PM, 27 MAR 00 Description: STRUCTUAL CALCULATION NEW HOME Scope: LATERAL ANALYSIS Rao: 51°°0601)36. Ver 5.1.2. 13-Jun-19",. Win32 02 • User. KW Plywood Shear Wall & Footing Page 2 198399 ENERCALC c:\enercalc\00022.e- Calculations Description BOTTOM FLOOR-LINE 1; 6.75' PANEL Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 4.866 ft 4.866 ft Soil Pressure @ LEFT Side of Footing 774.55 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 774.55 psf Moments... Actual Mu @ Left Wall Edge 8,470.65 ft-# 8;470.65 ft- Actual Mu @ Right Wall Edge 2,436.00 ft-# 2,436.00 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 15.722 psi 4.561 psi vu/.85 @ 'd' from Right Wall Edge 4.561 psi 15.722 psi Allowable Vn 100.000 psi 100.000 psi Overturning:.. Overturning Moment 28,368.90 ft- 28,368.90 ft-# Resisting Moment. 42,996.25 ft-# 42,996.25 ft-# Overturning Stability Ratio 1.516 :1 1.516 :1 GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-022 /9 220 GRAND AVENUE Dsgnr: KCL Date: 5:04PM, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 Scope : LATERAL ANALYSIS (FAX) 530-533-3551 R": °�2 51 Plywood Shear Wall & Footing Page 1 User: 10002 173E. Ver 5.1.2. 13 -Jun -19", Win32 (c) 198399 ENERCALC - c: �8rlercdlc 00022.@c,, Q Icu1,t,,,, Description BOTTOM FLOOR -LINE 2; 5' PANEL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d . Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/2" Ht / Length 1.600 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load# 1 150.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 456.00 #/ft 5.000 ft = 2,280.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing --------------------------- Past Left Edge of Wall - 4.000 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 4.000 ft fc 2,500.00 psi Footing Length 13.000 ft Fy 40,000.00 psi Footing Width 2.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summa Design OK Wall Summary... _ _ Using-1/2"-Thick-Grade°C-D.on 1 side/s, Nailing is 8d 10d Edges, 8d at 12 in @ Field T i LApplied Shear=465:0#/ft-Capacity== 490:000#/ft"Wall Overturning = 18,419.2ft-#, Resisting Moment =2,875.0, Uplift 3,108.841bs Max. Soil Pressures: c@ Left = 718.1 psf, @ Right = 718.1 psf Sill Bolting: 1/2" Bolts @ 21.80in, 5/8" Bolts @ 33.98in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 13.79psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.37in2, c@ Right = 0.37in2 Minimum Overturning Stability Ratio = 1.542 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... No Uplift, None Required No Uplift, None Required PHD2, Capacity = 3610lbs PHD2, Capacity = 36101bs HD5A, Capacity = 4010lbs HD5A, Capacity = 4010lbs I 20 GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job# 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 5:04PM, 27 MAR 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com Scope: LATERAL ANALYSIS (FAX) 5303333551 " Rev: 510002 Plywood Shear Wall & Footing User. KW.0601736, Ver 5.1.2, 13 -Jun -1999. WIn32 Pae 2 9 (c) 198399 ENERCALC c:\enercalc\00022.ecw:Calculations Description BOTTOM FLOOR -LINE 2; 5' PANEL , Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 4.216 ft 4.216 ft Soil Pressure @ LEFT Side of Footing 718.12 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 718.12 psf Moments... Actual Mu @ Left Wall Edge 7,439.23 ft-# 7,439.23 ft-# Actual Mu @ Right Wall Edge 2,436.00 ft-# 2,436.00 ft-# Shears... vu/.85 @'d' from Left Wall Edge 13.789 psi 4.561 psi vu/.85 @ 'd' from Right Wall Edge 4.561 psi 13.789 psi Allowable Vn 100.000 psi 100.000 psi Overturning... .'Overturning Moment 20,744.00 ft-# 20,744.00 ft-# Resisting Moment 31,980.00 ft-# 31,980.00 ft-# Overturning Stability Ratio 1.542:1 1.542 :1 GDA ENGINEERING LAND SURVEYING' Title: KATHY LAZZARESCHI HOME Job # 00-M • 220 GRAND AVENUE Dsgnr: KCL Date: 11:52AM, 12 JUN.00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME 530-533-2068 gda@quiknet.com Scope LATERAL ANALYSIS (FAX) 530-533-3551 Rev. 510002 User: KWoeo1736, Ver 5.1.2. 13Jun1999, Win32 Plywood Shear Wall 8i: Footing Page 1 (e) 198 -99 ENERCALC c:\enercalc\00022.ecw:Calculatlon Description BOTTOM FLOOR -LINE A; 4' PANEL General Information 0.00 ft to 4.00 ft Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2,00 Thickness 1/7, Ht / Length 2.000 Stud Spacing 16.00 in 4.000 ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 220.00 #/ft 0.00 ft to 4.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft # *&j-4 Lateral Loads... �18, Uniform Shear @ Top of Wall67_.00 #/ft 4.000 ft 268.00 lbs Uniform Shear @ Top of Wall 0.00#/ft 4.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall . 0.00 ft-# Footing Past Left Edge of Wall 0.250 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.250 ft Pc 2,500.00 psi Footing Length 4.500 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 1/2" Thick Grade C -D ,on 1. side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 76.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 2,287.04, Resisting Moment = 2,400.0ft4, End Uplift = 0.00lbs Max: Soil Pressures: @ Left = 1,450.8psf, @ Right = 1,450.8psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.609: 1 GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 11:53AM, 12 JUN 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION 53033-2068 gda@quiknet.com NEW HOME (FAX) 530.533-3551 Scope : LATERAL ANALYSIS LRev 510002 U Kw.o501736, Vey 5.1.2.1 ^•1999• W1^32 Plywood Shear Wall Sc Footing Page 1 (c) 198399 ENERCALC c•\enercalc\00022 ecw•Calculation Description BOTTOM FLOOR -LINE A; 6' PANEL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers I 1 Wall Length 6.000 ft End Post Dimension 3.50 in Plywood Grade Grade.0-D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/2'' Ht / Length 1.333 Stud Spacing 16.00 in Loads - Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 220.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 2 0.00 #/ft Lateral Loads... 0.00 fto 0.00 ft '57,80 4IFY-01v7019 FL'"R Uniform Shear @ Top of Wall 67.00 #/ft 6.000 ft = 402.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft rc 2,500.00 psi Footing Length 6.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 76.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 3,431.Oft-#, Resisting Moment = 5,400.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,152.6psf, c@ Right = 1,152.6psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... • Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 2.061 : 1 GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev. 510002 User: KW -0601736. Ver 5.1.2. 13Jun-1999, Wh32 (c) 198399 ENERCALC Title: KATHY LAZZARESCHI HOME Job # 00422 Dsgnr: KCL Date: 11:43AM, 12 JUN 00 Description: STRUCTUAL CALCULATION NEW HOME Scope : LATERAL ANALYSIS Plywood Shear Wall & Footing Page. 1 Description BOTTOM FLOOR -LINE A; 3.5' PANEL 0.00 ft to General information Uniform Load # 2 0.00 #/ft Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 3.500 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 3.500 ft 8.000 ft Seismic Factor 0.112 Nail Size. 8d Wall Weight = 0.00 lbs 10.000 psf Nominal Sill Thick. 2,00 Thickness 1/7' Ht / Length Strut Force Applied @ Top of Wall 2.286 Stud Spacing 16.00 in Moment Applied (LD Top of Wall 0.00 ft-# Loads Footing Vertical Loads... 0.500 ft Concrete Weight 145.00 pcf Wall Length Point Load # 1 0.00 lbs at 0.00 ft 0.500 ft Point Load # 2 0.00 lbs at 0.00 ft Fy Point Load # 3 0.00 lbs at ft 0.00140 Uniform Load # 1 220.00 #/ft 0.00 ft to 3.50 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... 51, $ o 0-/ T O N Uniform Shear @ Top of Wall 67.00 #/ft 3.500 ft = 234.50 lbs Uniform Shear @ Top of Wall 0.00 #/ft 3.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied (LD Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.500 ft Concrete Weight 145.00 pcf Wall Length 3.500 It Rebar Cover 3.00 in Past Right Edge of Wall 0.500 ft pc 2,500.00 psi Footing Length 4.500 It Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 76.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 2,001.4ft-#, Resisting Moment = 1,837.5ft-t, End Uplift = 46.84lbs Max. Soil Pressures: @ Left = 1,236.Opsf, @ Right = 1,236.Opsf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.690: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs HD5A, Capacity= 40101bs GDA ENGINEERING LAND SURVEYING Title: KATHY LAZZARESCHI HOME Job # 00-M 220 GRAND AVENUE Dsgnr: KCL Date: 11:46AM, 12 JUN 00 Description: STRUCTUAL CALCULATION OROVILLE, CA 95965 _ NEW HOME 530-533-2068 gda@quiknet.com Scope : LATERAL ANALYSIS (FAX) 530-533-3551 Rx. 8100oz Plywood Shear Wall & Footing Page , User. KW0601738. Ver 5.1.2, 13 -Jun -1999, Win32 (c) 1983.99 ENERCALC c:\enercalc\00022.ecw:Calculation Description BOTTOM FLOOR -LINE B; 6' PANEL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0,112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1/7' Ht/Length 1.333 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 220.00 #/ft 0.00 ft to 6.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.0000 Lateral Loads... ,t ✓ Uniform Shear @ Top of Wall95:00 #/ ' 6.000 ft = 570.00 lbs Uniform Shear @ Top of Wall ft 6.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied a Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 6.000 It Rebar Cover 3.00 in Past Right Edge.of Wall 0.250 ft fc 2,500.00 psi Footing Length 6.250 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Summary Design OK Wall Summary... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 104.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning= 4,775. Oft-#, Resisting Moment= 5,400.Oft-#, End Uplift= O.00Ibs Max. Soil Pressures: @ Left = 1,723.3psf, @ Right = 1,487.1 psf Sill Bolting: 1/2" Bolts (g 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts 6 48.00in Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.525: 1 • GDA ENGINEERING LAND SURVEYING 220 GRAND AVENUE OROVILLE, CA 95965 530-533-2068 gda@quiknet.com (FAX) 530-533-3551 Rev: 510002 User: KW -0601736. Ver 5.1.2. 13Jun•1999, Wh32 (c) 1983.99 ENERCALC Title: KATHY LAZZARESCHI HOME Job # 00-022 Dsgnr: KCL Date: 12:14PM, 12 JUN 00 Description: STRUCTUAL CALCULATION NEW HOME Scope: LATERAL ANALYSIS Plywood Shear Wall & Footing Description BOTTOM FLOOR -LINE B; 10' PANEL General Information Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 10.000 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2.00 Thickness 1 /Z' Ht / Length 0.800 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 It Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform'Load # 1 220.00 #/ft 0.00 ft to 10.00 It Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 95.00 #/ft y' 10.000ft = 950.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 10.000 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 10.000 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 10.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear= 104.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 7,958.04, Resisting Moment = 15,000.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 996.2psf, @ Right = 996.2psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 2.473: 1 GDA ENGINEERING LAND SURVEYING t. Title: KATHY LAZZARESCHI HOME Job # 00-022 220 GRAND AVENUE Dsgnr: KCL Date: 12:13PM, 12 JUN 00 OROVILLE, CA 95965 Description: STRUCTUAL CALCULATION NEW HOME '530-533-2068 gda@quiknet.com = Scope : LATERAL ANALYSIS (FAX) 530-533-3551 Rev: 510002 -06oPlywood Shear Wall & Footing User: KKW-0601736. Ver s.1.z, 13 -Jun -1999, wi�,3z Page 1 (c) 1983.99 ENERCALC c:\enercalc\00022.ecw:Calculations Description BOTTOM FLOOR -LINE B; 4.75' PANEL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 4.750 ft End Post Dimension 3.50 in Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.112 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 2,00 Thickness 1/2" Ht / Length 1.684 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at It Uniform Load # 1 220.00 #/ft 0.00 ft to 4.75 ft Uniform Load # 2. 0.00 #/ft 0.00 ft to 0.00 ft Lateral Loads... Uniform Shear @ Top of Wall 95.00 #/ft 4.750 It = 451.25 lbs Uniform Shear @ Top of Wall 0.00 #/ft 4.750 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.750 ft Concrete Weight 145.00 pcf Wall Length 4.750 ft Rebar Cover 3.00 in Past Right Edge of Wall 0.500 ft fc 2,500.00 psi Footing Length 6.000 ft Fy 40,000.00 psi Footing Width 1.00 ft Min. Steel As % 0.00140 Footing Thickness 12.00 in Design OK Wall Summary.... Using 1/2" Thick Grade C -D on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 104.0#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 3,780.2ft-#, Resisting Moment = 3,384.4ft-#, End Uplift = 83.34lbs Max. Soil Pressures: @ Left = 1,259.Opsf, @ Right = 1,443.3psf Sill Bolting: 1/2" Bolts @ 48.00in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.15in2, @ Right = 0.15in2 Minimum Overturning Stability Ratio = 1.569: 1 Simpson Hold Down Options . Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity= 36101bs HD5A, Capacity = 40101bs HD5A, Capacity = 4010lbs May 31, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Kathy Lazzareschi 1140 Hurleton Swedes Flat Road Oroville, CA 95965 Re: Building Permit Number: 99-2891 Assessor's Parcel Number: 072-330-082 Dear Mrs. Lazzareschi: This office has performed a structural review (3rd check) of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and cal ulations as follows: 1. Indicate where on the wall lines the specified shear wall panels are to be installed. The shear wall schedule provided references wall lines and panel widths but does not specify where on the wall lines the panels are to be located. KC" W ILL F I K 5vv suteo. - 2. Calculate spacing required for the Simpson H-6 ties and A-35 clips specified in the shear wall schedule and indicate spacing on the plans. Provide connection detail of the Simpson H-6 ties. 3.. The shear wall schedule specifies HDSA holdowns along lines 1 and 2 on the bottom floor. HDSA holdowns are not shown in Simpson's catalog. Do you mean HD5A? Detail B on sheet 3 of the plans indicates PHD2 holdowns are to be installed. Please clarify. A. Provide lateral design calculations for lines A and B on the bottom floor. Provide a complete load path for shear transfer from the top floor shear walls to the ground. Provide shear transfer details of typical gable end connection. IX Show location and type of braced walls and/or shear walls for the garage. If code allowed bracing is to be used then comply with UBC section 2320 bracing requirements. 7. Provide specifications for drag strut members at all discontinuous shear walls. Letter from Ken Lenhardt date 7, 2000 states that "all drag struts are Z -ZX members of DF -L". Please define what Z- m mbers are and show'them on the plans. 5-N?,4w5 pt-�IV '> Plan check will contin 'e-ruon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Kenneth Lenhardt, P.E. bi S c (-) 5 s .w w/ ISE (", I to/oo C MI= 1 !J Go 7 63 3 e o rg May 10, 2000 9 •.1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Kathy Lazzareschi 1140 Hurleton Swedes Flat Road Oroville, CA 95965 Re: Building Permit Number: 99-2891 Assessor's Parcel Number: 072-330-082 Dear Mrs. Lazzareschi: This office has. performed a structural review (2nd check) of the above referenced building plans. The items requested in my letter dated April 19, 2000 still have not been satisfactorily completed. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.- Provide all engineering specified in the structural calculations on the plans. 2. Provide shear wall schedule on the plans. Indicate type of sheathing as specified in the structural calculations. Specify required nail size, type and spacing for panel edges, field nailing and sill attachments. 3. Show location and type of braced walls and/or shear walls for the garage. 4. Provide connection details showing shear transfer from second floor shear walls to first floor shear walls. Provide specifications for drag strut members at all discontinuous shear walls. 5. The plans indicate "A35 @ each panel along lines A & B". Please clarify what "each panel" means and specify the location and spacing of A35s. 6. Provide shear transfer details of typical gable end connection. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, scus,&4EV vil S/Obt) Philo- Hunt, P.E. Plan Check Engineer M. Kenneth Lenhardt, P.E. i ����� �� w owTr�o p c U N�� • 'Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX April 19, 2000 Kathy Lazzareschi 1140 Hurleton Swedes flat Road Oroville, CA 95965 Re: ,Building Permit Number: 99-2891 Assessor's Parcel Number: 072-330-082 Dear Mrs. Lazzareschi: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide shear wall schedule on the plans. 2. Provide all engineering as specified in the structural calculations on the plans. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Si�w L �1 IZ(N G -Plan Check Engineer S'1�fi �cS Crj cc: Kenneth Lenhardt, P. E. fi S CE- t+bs, April 3, 2000 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX _Kathleen Lazzareschi 1140 Hurleton Swedes Flat Road Oroville, CA 95966 Building Permit Number: 99-2891 Assessor's Parcel Number: 072-330-082 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Please provide 2 more plot plans. I don't believe they were returned to us with the new plans. I have one here, but need 3. Please provide new energy calculations. I agree that the house faces west, but the glazing areas I calculate are: north=10.5, east=68.85, south=78, and west =109.5. Please indicate your garage door header size. Please provide a letter from Mr. Lenhardt that he has reviewed the trusses for conformance with his design. I changed all references to TH 25's to TH 250's for consistency. You will need a permit for a mobile home on this parcel. The mobile will need to be removed when the house is finished, or a Use Permit will be required for two living units on one parcel. Please apply for the required permits for the mobile, or you may choose to remove the mobile now. Your plans have gone to our Plan Check Engineer for structural review. He may have additional items when he is finished. Sincerely, Linda Sexton Building Inspector III. 2 January 5, 2000 Kathleen Lazzareschi Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 1140 Hurleton Swedes Flat Road Oroville, CA 95966 Building Permit Number: 99-2891 Assessor's Parcel Number: 072-330-082 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: J!lease locate the Agricultural building on the plot plans. ,T Your fireplace flue must terminate 2 feet' above any point on the roof within 10 feet of the flue. Your plans do not meet this requirement. Please revise. Your stairway as drawn does not comply with Section 1003.3.3.8.2 of the 1997 Uniform Building Code. The minimum width of run is 6 inches at any point. Please revise the plans. V% Where is your HVAC system located? If in t attic - rovide a truss detail from Longfellow which will accommodate the extra load. "Please indicate on the plans where the equipment is located. ���v ,A'*' You have submitted trusses for the garage which indicate a floor load. Pyou� ate putting a floor up there, we will charge for that area, and a legal stairway must be included on the Tans. Pull down ladders are not allowed. What size and series of TJI's are you using for your second floor framing? There is a conflict between the plans' and the TH calc's you submitted. Please clarify. A lateral analysis is required on this building per Sections 2320.5.4.2 and 2320.5.4.6 of the U.B.C. Have the engineer or architect put all of his requirements on two sets of plans and stamp and sign the plans. Pl" lq&-Lek�, &UZV " c� .8! Your mailing address is the same as your building address. There should not be any living units on this property at this time. All dwelling units require permits. A Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. Sincerely, Linda Sexton Building Inspector III. 2 0 PRC -ECT YKUUhz0hN ky r APPLICANT: OWNER: PERMff #: ' A. P. #. WORK DESCRIPTION: DATE STI (A -Z?/ ►'L'rC (� 1 . 722 L -E2 ft!e ►�- L CC KaQ Leer l M C V-/ PL49 r -C -N L4e:t-1 4Aa-n-r- BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT,iDF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 6/ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 72 ^ 33- V- ZONING 4�,,k ' OWNER KV -1, Lm"E:Sch f PHONE NO. ] l s OWNER'S A ESS 23 � i C4 9 LOCATION OF BUILDING r �,e • -o SW c�.e w• iDUi �� USE OF BUILDING SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIM TED COST OF CONSTRUCTION $ 000 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows -- FRONT FRONT :554 /044L SIDES t /�'"" `' REAR 20 r l 01k— ` AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. t/-7- Date f •�lri - g�� Signature of Owner Permit Fee - $60.00 Receipt No. 19 0-7 IF 1D The above described AG Building is exempt from-buDdinanermit Manager Building Division BY White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant Date i !6 �u .Vale �ffA 1 ,. + ..yi. Y�+.,'�':':'+ar...G,�,.-.-Yiwy7-•�ifv��.r.C�..�`� �w '^Yf� itlr-....ilH.yi` - .t � ..r . . �. . •w`-...-.. .. . ;�COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE-'OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 OWNER K, 3,' /-0 Proposed Building Use PERMIT APPLICATION DATA SHEET Ct/ e /51:!r�o -- Building Inspector A. P. No. 7cP- e 3 3 -- V 2r 9-4. Date r At time of permit application, I was'advised the following data must be submitted prior to permit processing and/or issuance: ' DATE RECEIVED BY i 1. All items have been submitted. ...................................... ' 2. Plot plans, 3/4 sets, signed by preparer of plans ........................... h 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered -plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ........ !................................... 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $............................................ 11. Impact fees as shown on attached schedule . ............................. . .12! California Department of Forestry plan approval/fees. ......................... { 13. Flood elevation letter (100 year flood) by,California Engineer. T 14. Sanitation and plot plan approval Health Department. .... . 15. City of Chico plumbing permit. ' .................... ...................... f' 16. ' Plot plan and business license approval from City of Biggs/Gridley. . ............ 17. Planning approval for (A) Use: (B) Parking:. 18: Contact Land Development.a bout (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy) . ............ 20. Pre -inspection for IreIns°eL�on request required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _�. ........... ' �w 24. Recorded copy of Agricultural Acknowledgement Statement . .................: . 25. Letter of signature authorization . .................................... . 26. Copy of recorded deed of parcel'creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... ` 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .....................: 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets,zoning area and frontage requirements. .;............. .. 31 -„-..Existing violations/expired permits . ...................................... 32.. Plan check list. ................................................... 33: 34.` When you issue the permit, process as follows:y� M,ail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation A/ /1 l/ Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required:. Contractor, designer, owner, was advised of above required data bye_ phone _ mail-'- Counter -by _ Date Contractor, designer, owner, was advised of above required data by _ phone' mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on' hold in File cabinet' AP folder Copy - Department of Public Works COUNTY OF BUTTE 1 yr JJQ . ,;,A. ......,.. _ 7 County CenCer Drive, Oroville CA 95965 Phone: 916-538-7541 • r 1/18/96 RE: DATE: A. P. # 072-33-82 With reference to the above subject: Attached is: Application for permit Mobilehome utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes.Enforced. We 'need the following information prior to permit processing and/or- issuance: Permit application signed and completed where indicated .with all copies returned. Plot plans, 3./4 sets, signed by prepareraof plans. Complete plans, 3/4 sets, signed by p p plans. Engineered plans and calcs, 3/4 sets, -with -wet.signature on. plans. Hazardous 'Material Form . Energy Design Compliance and supporting documentation.. -. - Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details -and layout in duplicate. - Mobilehome data and manufacturer's installation instructions, 2 sets._ Fees of S payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley.. Planning approval for Land Develc tent (a) Impreveme.nts Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Stvle, Class) or exemption statement. Certificate of nerk^a_^.s Co-pensaticn Insurance. Owner -Builder Verification Form. Recorded cry of Agr •ltural Acknoxie�ge.,.er.� S�at�:�.e_�t. � Letter of signature authorization. Copy of recorded deed of parcel creation and 60right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50's subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red.. Copy of recorded 60' right-of-way to a public road. Other. COPY OF RECORDED,DEED OF PARCEL CREATION. PLEASE AND DEVELOPMENT 538 -7966 - Should you have any questions concerning the above, please contact STU EDELL 538-7266 Y rs very tryly, Mic ael C. Vlieira, C.B.O. MCV:ahb Manager, Building Inspection -ar,6 i '2"/LAND LANDEVELOPMENT �. BUILDING ?7EN '� PERMIT CLEARANCE Bii/irng Permit No. �"� � - .7V If i 1 C)'} :f°ii `.jl rFa_ t i 1•' „D d OWNERS 7 A.P. NAME: L0.'? r'��5_�1 6, t'h i NUMBER: PRINT LAST NAME FIRST �— COUNTY ZONING M %� DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: 19 CONDITIONALLY APPROVED: 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/CONDITIONS:/Go�G oi✓�it�2>�+✓ SGyIcK /L�/fl �Iy►�-rJ• 19l/ �G o/� S /1i4T1�'�-- - SUTPT MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES 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 BEPA/D TO THE BUIL DING DIVISION UNLESS 0THERWISE 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. Maintain a 100 ft. Ieachfield setback from all existing wells. 4. Maintain a ft. Ieachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply.. _ 8. Connect to a public sewer system. _ 9. 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. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. <1. A- 13. 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. Psynrant to beivir& to. d*PAwmvk9-Divn. ;, _ 14. 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. — 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County• Boardtiof Supervisors. ' X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ e _ 18. 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. _ 19. 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. 20. 21. 22. 23. 24. 25. LD 9/95 - C:\WP51\FORMS.K\BLDGPERM.CLR r !l?V, ittrMel P%�t+li. r•: rl11*r,,4L..r.y//./.7t/11r1,-if<i..t.Ari✓.rttr �. _ «Gt �u/(, I'iu,t, :.�rttici/•`• ; j (tdtl.l •+.ClCicf%r+ul.' 7r r. r1s'S:.(J.L%Gri ..�:r.J! A J ! /"/,:yl'T/�' %its/�srn . %�ur,✓-�i//� rri+✓+tirr !/i�✓Jvr�%,6 .jra'%Nig �/irtsYn.l.dc.cu/ /.'r�/iir r•/ re A.rrla,/ r+/./l/c Jlcyri+:. Ir Mir 440,14( C:///r.f r•/ �.✓✓, o ///�/I�✓//crsG i'u1Y,.�• JA,rr• /Jl�i,rr�r-wt.:.•ccG_c .✓s+rc+ir�wrGl-�J ,i.-f.•.r/r[!:l/,.•a t"!>r/�r �QW, fe,;ec a"'Ce- i1I.Y, (r rl .✓.10X/+/4frr trrt/.+l .,Ji..'t- 0, tic; ('i�s r..r. r�` %1: //i i•.... liit/%iY+ r J�/r' /%/f/�3'IL+ .�/r✓ /t,'r IL f✓lr7.A'.✓/i Lr lrr ra( r�KJh- /•ir..J ,•r,Ilru �rl. .,r +s.'in 1111.1 �r • �r�•- �dLfi(/., �PfIlt..r/t�(a/ r/%/,! i/tali i/'t.r%/lNCYf•/r C a�r,•�i,rrt��ir•r,r�/ •✓i;f. 1rI r up iLtJu.�: rG, !/Ct.�i. t',' $:.,:�r •Jctic ttt✓/� ;xe. P2, ryle IAeC1•ry 4e tt«!✓ n� r%/(t'!f(�!.'t.Z((. �IGLr•/R. r.//rcX, C+I", (, �!/.+r IiY f� rG l�ct!/, /%G2.1'�,� Ii r't�nr,�i wl u •/! .%• /•%�i/•„r lr ,! ! N,., .n.,L•a Lr r, �• : rG ,[•Lrrc;/ lurlcG .!1 r/✓Ja•.a •IC I!U Cit rrr rv(• < rrrri.Y t %%rr/.(•/i /,r! r/i.rC; I/trre--,rZJtr.o fir, rr![r/:11!,:11 ♦n, il-r'�•r.! rrI/rinrr,,l Jti /;r .!r If/r'%/rC Ju,..l!:%�'.�ira Iri/(cr•l.%Jr��'!/ir.�, ll.�f c j "!.°rJ.-G atoell-G./✓C1;XCIC; If, 1[1.1,rC,C,zre -4 /ro1, %fit w_''`!•.!•<>�ie1 vJ• �'.,.r:!r ,:,.!/e ,','•«-�!-/,fie - �•�,�: lLlrcirrrtrJ ii/t;tl. r7/, /r:rLc i./LG _aLG rP/ j: i,�iii rrt Ji rl�ry.-r.%(''./(:/i•,t .•11.1 lJ f, r., /'rc-v G , ;11 /tt11�7I/!ll �ir-Y rr (', 7t/[!N/! ftt lfN/J� c'/i!•i !I: /ii 1.. /dtr •J..rrrc/'r!r/lr it ./1 r/: /•r'r l,, r... [( Ij.`fd/'L/ //✓''r/• /tr •J!r!tl4.l firi•r ^/1/,/L .[: 1:.•%t :1'1!11[ 'rl;�tJ•,” (i✓ .'.'. .r� .:r r.l•+;,r1�. C1Nr/ (!.«�lr/tr�ir�!1•ee /``/ �f( ,'r'rr!'rrrd%IJr:J, ♦rr+•v .1..,! /0-'/ `•.r✓ r rr!/•%, /i1r !' Oki 4r(f� i�/.//e �( F'l,fi/'[�' i,/! �',,,aat., /rr r r �r•r/,•r /, • li .['' / /•',-•r �'fr•i/r,,t. ✓�r../J/.ir cr,.1. r. c f •:.' 'ri.�i ! rJr r'! Ile, - / r �.,✓/.•�•J�/ ///lJ.,rr✓ /1J1/li Ij4f/::/fr/, /h� � •!t:• /..'/ r•� /n'rr A-I 00 1 ti.j/ .Y l4lr/I/ctrl//'r'tIP. r% //_ • ' Iie" ��iY/// /' t/iJl, r[+r(, /! . :r/n� .r( ,�1,,. �,.✓/.; ,.ir ✓r '11111 I �lG.'•Crl.!lcll./ir :/tri ifc te-1 _/i-;ir r�rJ !' •ir.i.,t,�,, r ,r,,'�r .�,._..,. '' i j /,I;-,r� ('' %ls', rr/err• r ./r! /,'ti '!rr[ c� 0111 t:arr! P. t. /./rt�✓ .! s.,/r/' t':'r"/-1•-(I ett' -• /°. /r tti.t 1111 f r�i,r{, .����Ci/�t,,:t/i %i.•C,r/rIc••��! d.'r•.•rr'//lrr..t �/lrrl, r%/Ctrr/t.Yr'r'Ccr%•„/r %'trNirr✓/-[� Jf'%/`:%l iY...fiilc. J '. :i �/ ! � ;• c .f UVJ /,'f�',Z r, / // : /!r/r hdGJ� //; J% %flr �ti / (��htrJ ��/'I ri.V (/J/r"r�l It r :/Jn�. .a1, ..r •, i(*.%/ iI •!/.•.,r /�i. '/1Jrrr� J �7/✓a'Jri r a r%c�C /:'i/ 1 t!l..�, 1:: r {•%1.111, i/t•'r//3 i ��(j✓ �/J/rr.r: r.., � /c/•: •.... �rr//1., d /!•...jr r, r *rr/ /I. i(. . _ .._ .. ,..111.1 r'f.,U.••�i�r✓.../ 1!! ',J1r L`',IrtPY%,1rv,•.( �//•«r, !fir /lrr' �,oio,1ltl+C.i%//�t1�/J CL,C%/f.+_/.'t'�..Gr i•//•G! l-4"G iJ , b ...jrLJtCa�/`J-�lr.1.r,C`.j.•r/"fi�✓�O.C'cr.f.:./,?�1�.j!1./J•�[Ji.�.[/ia.<.'.,[L/ .:a.•J-L��! / �(,!. .l"(,4/N,�/.//!/G.r i'�'r�t7 r! vrl. (I a•'.^r/. J'IIJC r!••(o fltr'/.d)? aYtt.Jl rrrJ h•��/.0 Y'.•J'1' .`l'e, yt r. ✓l. •Y,✓t;A"/SC, isr 1.�%rrC! ~�/! 0 10'%t ler .Zi1� �!!.[./i1,t. .rr r.r✓. r.. .}:..lrr_!• �•L,JS/' :' / - �/^i,�.G (�'7.��t,,j r t� /s/•r�r'1 All eL.,✓fe /1./i.L..i/li�i.J,.tJ_.�.[.r1wY..7,!i�,'.�� :'r ll:. ^r.r✓.(— _ �_ -�-�T r �/(•tj.lJL! ,Ii�oLtli.� r,/'�J/,c.,r/lid_C Qt.�!'.iw/c �DtiNcir</J«t »/or rJr+./jrcfs-irirr�.: /!?!I/� ialri��/ %!(•Wir✓rsar...I�t ,�r_,r�.'r✓[cwr,. '%/(•J.lic n`` 7Cfi.•lr�.r /trr•[ .,T rf [ A9 I ✓ (11 r?C 1 ra/iNA li �. ��r n t ne ! l J` + + i �! ►' I + v . 't•XX I.'t.R`YfJSIIJ"rY �?' vr•Yt+' t ♦ .� f it -srrr S/ fM .� Jt�/. e.. t�.. r r.0 "Ca` llft V.slttrirrt� 4i�rw� Ctt�.r t e•/ I1it w/t.t,lr.Fr-f , r _ -- 1•;-, .�rpre(•. 'r: r,•/i a•rr.r!•�rdi�u,r .��:br.r61r1ftrllf�•.!°rfI/<:G .�IaL� kl/a.ittd.re�tr�/♦�.y. _ ..l1/4la-.7i:e-rr-:/:� „Jjf:l /i.r �i•r�:lirdr,L'l.:ld ,: %/rlcr.rrrst, 4r' C'jbt.t,rc%�trr.ri'te_e� 11 t, _,,,y�i•yJrr.�lt 111 (lrr!/ •tr: LY`. ! : ; re �!/ 7t-lfr. flLt .k'eJrr�tre/.�7/C/i n/ 160. iy,<rs/-Js� �.♦iv�atdta.t.G ^JLer♦+(4_•ltrreG ♦� J-.':':!l!t'!,'•lrl.•r:' r/r:r•r.o fre t/ltGYr A-Y,/.!-:r_%.meq 74e4-o .j�'.+Cd.CPtsu is-rlt�tr�..CrJ••irl �.v. 00,e-f7::,. �:�/if :�flrlr.'�•trr_✓!. cr tr •1�. (?f e,, le /r<✓ r�r.t.:�,./,�o C't'.14d�.CNtrr.%-11 ..1.�Jrr�c�.r`/ i��.frls.,. Il/I'f� ;/e tfr let •%4.e.-.(t:::ir.G,•le�r ei;e 'iI'��t.♦!ri. •f�.."tV f- 21 t7rr7/tr. lee J,li •ff4/.^G4r./✓r �Jirr r.i rJ .tr .ft_'y-.rrejf %:/!, J-e� <•[r ; t •liry%` !':: r( .!t i/ra 7/ter v/ /y: '!!. 'r ,r. •f rti i+rcr♦r_L:.+de4.4l'i.:�'�d.�=«rf, i.rrra'l 71-reel—c!•rC/ts` d.' !_ ://rr/•/ IyP, 07' LfN.t( llC.TC_>i. iiLCf'.J.! �CtC�GtJt.�.�r�.9i 1r1. A%.rt.rir �altf �yl•q, l ri%!. '!frr/ f%ddt2ltit•/l_ Qi?i�i �,LfC-,i ti.r ;r.rr�� !�� )/.r!cq srca/tY. Gclrni c'..r.rYrr•r. •tric/ G`rj .i: G,littc fico eere G7trP(, Cr./✓e er.!^'�Lr% 2e 1r 4u/rtC1N! tom/ ,lc.. r.1«'fj11u ... 1-a�..vtt ro v ✓,t_1 1•, Z .„ r, r /:.:.r f ,:.'r: It•r•(. Xct !`r,! rof t -' !. /tli ea. -4 N t,r rrrrr,/� /Ict ti-':. rrrrlt.' �arr t� I,: '�fl.• Q*► jt�r-oaf.! i4`j...11_•i: kms- . t /! r✓r; rrr: rr .%<ftyrc r <� <LT�e'd��<< `+�,`ir,l rr.=e, .rili.zr.c.:a_r.J T'%/ir el L �♦''./ !r ♦%/tr/..eICC., �lrir'r c�tir•✓ic<. W— .c• l.Aelc 41 dt.-1'4<1 R i rY � ' /,-: ! a .. •r rc.< lr r • r r .` L i j t�:� .♦'A .1tir l"!trill rG/0 fj�j/Larar:! , ... ... . . �..7 ,��__s.rc! f?l r-.f.,rCC1t� nr ZYYlr.?/trrli♦ar.�r G "�!^GrCftrtt'o L7��i Al :,•"! rrr.r7r„ •/// •?.(r :Irr.tt c` C�dlt.. ,\..r•! F'♦J. t ,� r G 4 rq'r:>•s+C�. ��r`:/cr!-•••,••trr2t�?,lcL a],raI ? .'i'!_ a r-a• rr.r<•rrc.r rrcr. tl JI•Lf l'/stlC/.rt/: u,•"_<.ti .J�I� t.►z'! rr.r:rl ( Jnr/ /' / •( ♦ 1 I //.�•.i-'/^(r. q V •-�1 r .� ,"l f `�f.. : /.'./ /.r t.� �V' (f. r'�sf. - r✓ l�'c��l�i.t. �4ti'li.., P "lee � �\�jf! �•';'%� ,•l'!I�i-tom/r !li'r'r~rrf=._ [` :li!rt _-'il/_s•tc•i ' 'rt AAv {(f..ra--�.xf-r-,.,•�-�_ _ .-=r--air—//-�^,�-rv�:.:— / ,/ ' .w---•� �/' ... i .. t -rr i.i' ,l.Jr f:a •r li, l•C/,'/� �!r V t•.r',+�'/:•ft�i71(`a7C, �A'„�f.1a•I! II%{!:r-:.. it♦�ir,.L.G ����! ..:r:-.✓�� , i f, / c.rrC %i-r♦Y! � r. t /i .r!• ; rr _._-1.,♦t�_c.C. �// ir�^!Y�-/f/ ., -_• __ � • , .. 't'✓,•�:' %: /G"• �.%.l,�<♦+. : r`/ /fed, . elf -/ %^Jr /G :[.�rli. �. ji"•r'�i%I.J7.)r<%. !�/'G'.'.'la: !h .r J!'. r•/: i%e'71! 421le. '17.f' Ci-tj :.r. r. ,,//��!!�, ♦. /�fJ.//`/..'�'�tl (Z•, rr<r..!r. !►• /iht• %lrcyt_r.P.e t*. I/ ea t/fir,c %«rcr✓r't/�ir.itw L<r<�-� r ♦ li / : / 1^!//'trtrrrf 1/.r.♦rr.t`rl���oerrry /.cil`�r.•LCrrr.rr• .! .. J ! / 11 4 f// l� /lJC rr[��•:T._w L. .-7 CaA tali. ,L°rf .II lrr�r'lr;�ia49ly _i�..'"(•(✓Jfl� elj S sem.-G r ', i / f Gf �.• ./ / (=".! % l y / jr II •.+- i - - ! I /! .�• i Gb>. r... •+.•:_t i�:f.:._G_.^Al°LG�Y�rd l4•Jr.' .,! C a� I ?Ai� !rr!. &.7 'e.f',(.7Gr r'rJ..e fl Niil.IG Q.l .� lf,:i.;lt• v G /l Gr 1 ♦ .� r j J� �' / l "� i .: C� i r• v. �.� -/ I /.a'! �,la 4i ,.4.'aic-r: •'w L.. Gf.... f."..!' `� V l _ -,,.- ' .. ... �tr•_ fln// yizz. f C/ i- :'C♦!. .'! .��["/•!: •/••.-: t.''r!. c�'Or•G•f •rJToh Cr r 7t_cr •Jlrl. ', ,+- . ' 1 , _ / , / lYrts J// � i q" ,/i J. �l: r, .. '�^cri cC.c:.:�q ,.� .� � rc_ L� .r_r../ r••.l t� 41' ! i !+ ., 1 1}1r\♦ '.fL�t�.Sl;e►,,�1t�;�rvo,\t�pP lP .�Iri, t�t�Cwfiv�; l>e.440 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 Aeq 1 2000-0001 403 Recorded Official Records I REC FEE 7.00 I CONFORM .00 CoBUTTyE f I CANDACE J. GRUBBS Recorder I ROSEMARY DICKSON i Assistant I Myles 02:52PM 12 -Jan -2000 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to p herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, 6 "� 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: All that certain Real Property situate in the State--6f_4California, County of Butte, described as follows: PARCEL II: The North half of the Northwest quarter of section 26, township 19 North;,'range 5 East, M.D.B. & M. Date 1 12i Cit% PROPERTY OWNERS: Kathleen J.: Lazzareschi----'-'�--- 1 State of California ) County of ) On /� ��� before me, personally appeared WC& -1c enamuy lmewn to (or proved to me on the basis o atisfactory ence) to be the personwhose nam is/a -e subscribed to the within instrument and acknowledged to me that JeLahe/tly executed the same in his/her/limis authorized capacity(ias), and that by T24 her/their signature( on the instrument, the person�,8'j or the entity upon behalf of which the person acted, executed the instrument. (( WITNE myIdofficial seal JUDITH M. WALUAKS 0"I Signatu Seal: Ceylon #11745% MN CPS) Notary� P�#A*�' ply COMM llon ft MAR. 23.2 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed pro erty improvement: YES] NO[ ]. 2. I HAVE HAVE NOT[ ] signed an application for a building permit for the proposed work. ; 3. I have contracted with the following person (firm) to provide - the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following..persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: //�7� SOCIAL SECURITY NUMBER: - / DATE:— Ion -,;? %- l9 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California. and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer.and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability incnr'ance costs, and unemployment compensation contributions. 0 There may be financial risks•for you if you do not carry out these obligations, -and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION — 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO.' (Rev.12/96) APPLICATION AND PERMIT Rf7- Q?q ASSESSOR PARCEL NUMBER 072-330-0 2 ZONING BUILDINGPERMIT OWNER KATHY L.AZZARESCHNI TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 123 GRAND OAK DR ' OROVILLE, 95966 CONTRACTOR'S NAME MENDOUiNO SULAR WORK6 TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20. 0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1140 HURLETON SWEDES FLAT RD Energy Plan Checking Fee $ $ PERMIT FEE $ LOTNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater. 23.00 Water piping 15.00 -1,1&7— Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SOLAR POWER FOR WELL & FUTURE LOT DEVELOPMENT Gas piping system. 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE s 3 ELECTRICAL PERMIT Filing Fee 20.00 Main Service aoov oR LEss 2ooA oR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Saction 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To IaooA 46.00so WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5QFT, NEW CONST.MULTI.OUTLET NON-RESID. ANC c ulTs @7.50 APPARATUS 8 SINGLE OUTLET Ex. Occu OUTLET OR FIXTURES 20 Q 1.00 BAIL .so FIXED EX. Occup. OUTLETS PRES O.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 12RE!NSPEGTION PERMIT FEE 23 $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and wi I maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance o': 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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 f rthwith comply with those provisions. G� % X ___ Date _i9' < / Si nature of Applicant-�Uwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5' " deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 1 (j HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Da 4 / ^/ -? ? I(Datq) Receipt No. 218821_Z)// WHITE-D.D.S.-B.D. CANARY -ASSESSOR NK -INSPECT R OLDENROD-APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT�SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE JOROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 Y ^ ' • X '• ` . Z � SIM �e� �'�l tsP�. _�.., PE"�IRAPPLICATION DATA SHEET i OWNER: 1--a Z Z orcr SC ASSESSOR -PARCEL —Qga. Proposed Building Use: r Llourct Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------, ❑3. Complete plans; 3/4 sets, signed by the preparer of plans. --------------------- ----------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------- ------------------------ El 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. ManufacturedHome data and installation instructions including Tie Down Specifications ---------- El10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.---------------------------------------------------------. ❑ 12. California Department of Forestry plan approval/fees. -------------------------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------ ❑ 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: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- ❑roachment•Permit for driveway cons cti�a�val prior to occupancy). --------------------- elnc re-inspectiou`br �(a C required. Request to Building Inspector on 021. Contractor's liense information. (Number, Name Style, Classification). ----------------------------- El 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner-Budder ---------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------------------- 1124. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑ 26. Letter of intent on building use. --------------------------------------------------------- ------------------- E127. Manufactured Home utility clearance. ------------------------------------------------------❑28. Existing violatons and/or expired permits. -----------------------------------------------=- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . -------- E130. Other: 4 f �- (Date) When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ` ❑Telephone andfhola for pickup at office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: f ": 1. Index permit application for the above items numbered: ❑ Plan Check List:'' 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter; by Date:'' Plans reviewed by: t, /Date: 4 Plans approved by: Date: Sets of plans on hold m, ❑,P,lan Cabinet"O A.Plolderf 6"',N86 by: Date: ,,,,Yellow Copy - Department of Developmght Services, Buildi g Division. F COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION �= 7 County Center.Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.) 2 , /96) t � APPL,ICATIONAND PERMIT �7-6"� ASSESSOR PARCEL NUMBER 4M 072-330-089 ZONING - BUILDINGPERMIT - ,.,• OWNERKAT� � TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 123 GRAND OAK DR OROVILLE, 95966 CONTRACTOR'S NAME �• ll`d -,tl 4V e TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NOn LENDER'S MAILING ADDRESS Fireplace Total Valuation $ - ARCHITECT OR ENGINEER WTE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS . Plan Checking Fee $ BUILDING ADDRESS S , - 1140 iRJRItETOI� ,,t�l�,13E5 x'i,AT RD Ener Plan Checking 9Y g Fee $ R(1 I I I y PERMIT FEE $ LOTNO. - SUBDNISIOP'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Motilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 S Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Femodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SOLAR POWER FOR WELL '& nMR. E LOT DEVELOPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE 4 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo oA.SS 23.00 9-3,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu'l force and effect.+ License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, asownerof the -property, ormy 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 tV..e property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt uroder Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO.; 3.50 NEW CONST. MULTI -OUTLET NON-RESID. RANCH CI CUI S 97.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 BA@1.00 Q .50 Ex. Occup. DuxTLEETS q'.1p,OEA. 5.00 Temporary Service 23.00 Mobile Home.Facilities 20.00 Misc. Wiring 23.00 U V T 1 yrl rT 23oM `" PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under Penalty of perjury one of the following declarations: ❑ 1 have and wil maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance o- 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 Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in :he 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. Xz Date' / Si6nature of Applicant -;0; Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over5' " deep and demolition or construction of structures over 3 stories in height. ,� Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE j TOTAL FEE $ t d , © o HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE V This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have J r' By / PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ; f tDate f Date Receipt No. W, WHITE-D.D.S.-B.D. CANARY• SSESSOR. NK -INSPECT R OLDE ROD -APPLICANT I 072-330-082 PERMIT#97-0701 LAZZARESCHI, Kathy 1140 Hurleton Swedes Flat Rd,Oro•. .0at: Mendocino Solar Works Solar Power for Well &Lot De.vl ,r u LOCATION: e CONTRACTOR: PRE-iNSPE CnoN FOR �� a r f�c wC��- DATE: A -P.#: 07� ZONING: DATE TO INSPECTOR PERMrr HISTORY: NNONE [ ]AS FOLLOWS: TYPE OF OCCUPANCY: BU LDING INSPECTOR'S REPORT [ ] Commercial/Usage: [ ] ResidentiaU# of Units: Mobile Home: Yes[ ] No[ ] [ ] Currently Occupied. [. ] Abandoned/Vacant. lectric: / [ ] Yes [ ] o Electric is currently: [ ] On [ ] Off Condition of electrical? Currentl On O Natural [ ] Propane[ ] NoneZ Y [ ] ] Obvious problems: anitation: Plumbing working Yes(' ] N Well: Yes[ o[ ] Potable water: Yes[ ] N Obvious Sewage Problems: Recommended: [ ]Issue - V]Hold for: r: Date: (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -.Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. AssessORPARCELNUMBER D ZONING BUILDING PERMIT OWNER ) Z �, , -t/) TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER9 � AD 9 r g5�1 :Cp14R4CTO111ro NAME / q .. ,.0 TELEPHONE . COMRACTOR'S WILING ADORESS 4P Fireplace LENDER'S MAILING ADDRESS - Total Valuation $ . ARCKRECT OR fMHEER Q LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCKRECT OR ENGINEERS MA JUNG ADDRESS . Plan CheckingFee $ BUILDING ADDRESS Energy Plan Checking Fee $ p L PERMIT FEE _ i rNo. SUB MISION'SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Utilities ❑ Installation ❑ Other ❑ Describe Work: SD 7,�, - f o r q- `" t[ J u r e Gas piping system t - 5 outlets 15.00 Building sewer 15.00 _ Mobile Home I S I G W 1 1@20.00 PERMIT FEE S O f1 Vy1 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LESS Main Service 2000 OR LESS q 23.00 J.L-9 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisic)ns of Chapter 9 (commencing with Section 700C) of Civisic-n 3 a` . e Business and Professions Code. and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for. the following reason: I ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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. C) I 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that it I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X __ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEN CONS:. DWELLING OCCUR Si] OR AD DNS. ( & ACC. SLDS. 3.50°7. NEW ne°SIp• ' MULTI.OIlTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIA. .00 TLET EX. Occup. OUOR FWTURES SL 1 w Ex. Occup..50 FIxeDA F.S, OR OUTLETS PUNIS ENL 5.00 Temporary Service 23.00 . Mobile Home Facilities 20.00 Misc. Wiring 23.00 Fle PERMIT FEE = t'p6, Q MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAz. o. FEES SMP FLOOD COf PARCEL PD NO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON anal ReceiptNo. WHITE"O.O.S.•B.O. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 12 -Jan -2000 2000-0001403 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: All that certain Real Property situate in the State::of.California, County of Butte, described as follows: PARCEL II: The.North half of the Northwest quarter of section 26, township 19 North;'range 5 East, M.D.B. & M. Date /- 12: GC' PROPERTY OWNERS: Cathleen J.. Lazzareschi_—Y-- f State of Calif rn as ) County of ) On 'before me, personally appeared u-.4 y la mm to-we<or proved to me on the basis o atisfactory ence) to be the personwhose nam W is/aye subscribed to the within instrument and acknowledged to me that J/she/thwy executed the same in /her/thole authorized capacity(im), and that by his/her/theme signature on the instrument, the person�'j or the entity upon behalf of which the person acted, executed the instrument. WITNE my d official seal AS Signatu Seal: JUDITH M. NALLW Calrn*On #1111565 A0CPSI Plotay P11blc &00 Cm Ity. Catmia MY ComrdNbn �. MAR. 2J. 2002 A.P. # 072-330-082 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner:.Number:G ^~ �" l ' a,j��/ •• Plans Examiner: ��r /-3 -G� A. P. Number: [cAJU'. ing requirements — (number of permitted living units). [ding permit valuation. is signed by the designer. , Der description of work on the application. Ming violations on the property. orded notice of violation. a PLAN: t lete parcel size and dimensions. ;ks, side yard, easeinents, etc. buildings or structures. ig, fills and/or drainage: hazard. Ll conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage FAU. & FAS road setback. Building or utilities across lot lines (record form). �OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% -of natural light and 5% of ventilation (Uniform Building Code section 1203). gess windows (Uniform Building Code section 310.4). 'Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). - Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . �Vood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 'Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). December 1999 3.2 STRUCTURAL DETAILS: Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2 Standard bracing or engineered design (Uniform Building Code section 2320.11.3). i3! Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11 Garage door header size(s). yz- Porch header size(s). ,J.3- Stud heights. .1. Expansive soil — special foundation design required. Retaining walls requiring design. -Jof' Special Inspection requirements. Header sizes. Gypsum wallboard nailing inspection required. CELLANEOUS ITEMS: fairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section Guar ils (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). o -covering type — (fire hazard). Fo insulation — protection. 3 " halls and stairways (Uniform Building Code section 1004.3.3.2). exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Un oor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ombustion air for fuel burning appliances — LPG requirements. ound requirements. 1E ergy design compliance and supporting documentation. lashing at all exterior openings. ,.4,6'CDF responsible area requirements. .41"' g Permit requirements: SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. December 1999 3.3 NOTES RESIDENTIAL �— 01-1148 ,0� 72-330-082 ' LAZZARESCHI,KATHLEEN I1140 HURLETON SWEDE FLAT, ORO CONTR: OWNER ADDIT DECK TO EX q-� _07 SPECIAL CONDITIONS CHECKED n v SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Dat k Signature . V = OK Card B-1 Date Card B-1 0 = Not QK Card B-1 Date Card B-1 - = Not Applicable MOBILE HOMES = Not Ready Zoning Requirements -Setbacks -Easements Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector -6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date FRAMING (Permit) OK except #'s Underfloor (Plans) OK except #'s Sills Proper Materials & Anchors 1. Zoning -Setbacks -Easements -Flood -Slope 42. 2. Ftg., Main; Soils-Elec. Grnd.-/ P Ftg. Depth Draft Stop in Walls (rat proof) 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 45. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 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 Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting. -Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.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 O Yes 82. Following Instid./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout 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 94. Address Posted 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 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541- ' CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte count .y Ordinances exist at the above address and should be corrected. Please notice this office when correction of work,is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C0-1" TO V LC� $L(j�c�zvu f �.-'3"�Lx� 1f7Z e7 -C- -ro Date -� REV 10/92 (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT 01-1149 PERMIT NO. ASSESSOR PARCEL NUMBER V2_330-082 ZONING BUILDING PERMIT OWN R �_ ZARESCHI, KA.TL'nEEN JILL �L'L1�1\pX TffTNE �O72422 SO. FT. OCC. BUILDING VALUATION 46 OWNERS rZ ADDRESS SWEDES FLAT OROVILLE CONT'15 LE TELEPHONE CONTRACTOOWS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1140 HU''�LETON SWEDE FLAT R Energy Plan Checking Fee $ $ PERMIT FEE $ 58.00 LOT NO. SUBDN610NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other Describe Work: ADDITIONAL DECK TO EXISTING Gas piping stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 vo Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: J'° 11 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. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. XADate 1F/ S' n Lire of Applicant - Owner O - Contractor ❑ Agerfl n OSHA permit is requl ed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TG 46.00 NEW coNsr. DwEDWELLING OcCcuCU p. 3 Soso. EL BLDSsr Fr. NADEW ONS. ( & ACC. NON-RESID. 08ANQH CIRCUITS 1 @7.50 POWEPPARATUS 8 SINGLER AOUTLET CIR. 00 EX. Occup. OUTLET OR FIXTURES Nu- @ I 0 Ex. Occu . ops Ro °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 58.00 HAz. D� IMP FLOOD CDP PARCEL I ro I HD 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) ReceiptNo. 324544/$58.00 WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 541SION (Rev. APPLICATION AND PERMIT PERMIT NO ASSESSORPARCELNUMSER 000AR.a 0 Z -��0- 0 � z0NMa �� BUILDING (� O� L �'� J ZZGtr�$C 24 f SQ. Fr. OCC. BUILOINO V °'""ens MARINO ADDRESS r, _, _ / A_ ALUATION 0 l� cow A'111 NAME �w CONTRACTOR, MARINO ADDRESS CONSTRNCTICN LENDER tENDER'S &WU1q ADDRESS ARCHITECT OR 00NEER ARCHITECT on ENONMMV MAUND ADDRESS SULDNO ADDRESS l I L10 (Y ro . LOT NO. SUMNIONTIMMe Oflz70P1 I? to ✓1 hr oro, U --j USEOFSTRUCTURE SF O Duplex O Mobilehome O Other �PEcsY TYPE OF WORK New ❑ Addition ❑ Re el ❑ L)djW9 11Installation ❑ Other Describe Work: Cly.— -�cD O C� *PERMIT FEE PAID $ SRA •- SHERIFF OTHER AM VRECEIVED CItt Def ; , *RECEIPT NVMSER 3 Z 4� * TO BE PVT INTO COMPUTER Total Valuation is F.1111W rue s Permit Fee s Plan Checkin Fee s Energy Plan Checking Fee s s PERMIT FEE PLUMBING PERMIT _Each Trap Soler or heat I Water piping Each es wets Gas i ' s B in sewer Mobile Home ELEC---__. Main Service Main Service NEW CONS OR ADONS. wwrmr- NOWREWD. Ex. Occup. Ex. Occu . Temporary e Mobile ome f water heater ar or -So PERMIT FEE I S 200A TO IOWA 20.00 rRUTg Tee 20.00 7 23.00 15.00 15.00 15.00 15.00 @20.00 Filing Fee 20.00 23.00 46.00 iT. (97.50 20 O 1.00 a. .so 5.00 23.00 20.00 PERMIT FEE I S MECHANICAL PERMIT I RGnn Pea I on nn 6.50 I PERMIT FEE $ rEnergy Home Installation Fee s Inspection FeeCONST. TYPE O TOTAL FEE $ HAz o. rEEv DIP R.00o eDP PARCEL PD HD ssuE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutiom to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON i`! i+; .. O.B.- I .v .'iii•::::}i;...v ::.v::::::.v:::• .. ::.?x:::::: .,: r• .. .....:: .::l..v.v +�. }n J>.i�yi?.:4fj>:j:•i: .Ti::iQiQT'.. a. :::.y::nv: .., £ •.�;•:.. •::.?:..,}; ;:: •' 'f.: Vii. 4 \ •rr?� n.� fiT' :' n} . tiff •:•: .v nitvn. .. '0::.;::: Y:r V�.�•R:i'�'II�N�:����N���l��}i:r:� .{4 .?� ??;. ::::::::.v: • r%•:?v}i}}v:: rr}}v:::::::.v: x; }::::::::: r....:}:} ::::................ ..... wr.v; ...r:.}i:::: .: n. .... .... v:^}:.ii•}}'•::......r:?rr:.v::::x:::.v:: x:: }...... i}:::::.v... r...::rx .\ v Attention Property Owner: An "owner -builder' building permit has been applied for in your name and bearing your signature. Please complete and. return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESDa NO[ I. 2.' I HAVEr\ p HAVE NOT[ " ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE. TYPE OF WORK SIGNED: . PROPERTY OWNER: SOCIAL SECURITY NUMBER: Y/ DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. _ This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER t Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: . 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. id rel , 1 Micha 1 C. Vieim C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER C - --. MIETRUIJUPPLYIr'. INC 600 OPHIR ROAD • OROVILLE, CA 95966 • 916-533-3445 • FAX: 916-533-3453 O HOT ROLLED CARBON ■ BRASS, BRONZE, COPPER ■ DELIVERY SERVICE ■CULVERT & ACCESSORIES. ■ C.F. CARBON & ALLOY ■ TOOL STEEL ■ PRODUCTION CUTTING ■ FASTENERS J ■ ALUMINUM " ■ GALVANIZED ■ METAL ROOFING ■ TRAILER PARTS 11 STAINLESS 0 PLASTICS 0 CHAIN 11 INDUSTRIAL HARDWARE �« {b i PIT� n�V _ / , _�. _ s� - ,�- s�?GS� { -- , j II j _ 4f -`-� I I If � �fl I AI�I O HOT ROLLED CARBON ■ BRASS, BRONZE, COPPER ■ DELIVERY SERVICE ■CULVERT & ACCESSORIES. ■ C.F. CARBON & ALLOY ■ TOOL STEEL ■ PRODUCTION CUTTING ■ FASTENERS J ■ ALUMINUM " ■ GALVANIZED ■ METAL ROOFING ■ TRAILER PARTS 11 STAINLESS 0 PLASTICS 0 CHAIN 11 INDUSTRIAL HARDWARE �« UOT 5040;2 C \ FE B 16 2000 7 Coumy wune.runve �roaille, Ca /' NEW oU. E .6L �A dd c � � 1 [liviro -n J n 7 2V Caunt1+�� _ ri;rive Enviro - a4l B" 1ST FLOOR FLO02PLAN ®II �-q, I N � / 6 f / :r TO 1910" ry munoo oung MAOUMV 0 z1o, I c BEDROOM oil lo JAN 0 7 20-] ypgpgpyy (V) Se b AI H —T- r—, C. t J I :z CUOT WAY 41 de #3 Cal M ASTER BE DROO.M.- .01 r4) '6Y DF I 2 -N' --D-- FLOOR L 00 P— P L A t\'i 1/9 11�: 11061 0% 7,77" VS < V < 7,77"