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HomeMy WebLinkAbout056-120-106� . ` � ^. +6f'Cohasset Rd, app ' Maple Lane, Cohasset Permit # . -.:? /- - - e45S lectric Gas Support structure re � � . / � ^� ,Compaction test re� / ` --------_ ` ( ' . , | courr/�»Eu/m�� . ^ | ��\YSINGLE F I - « . . ~ � ) � 4 . � � 0 �*� . � | \ > | � | � � I U�j Cfll � ,Gam] _ I NOTES , RESIDIEENTiAL PERMIT NO. ! 056-120-106 . - 03-1068 Q - _ _ DIET , REBEKAH i �% COHASSET, CHICO Lrc vt - le__� .:5 w4_u�I Cont: PICKERING, MIKE NEW SINGLE FAMILY OFFICE COPY "'111 vvv 1 i Address Ii GAS" q Meter` By Da? X• ' 'O 'ELECT I Meter By DJtZ l C• Q3 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ,USE. PERMIT CONDITIONS SUB=STANDARD HOUSING LETTER vt /I �rl O r Ta T� CHECKED BY t r- -- � aSG-izd-io6 PERMIT RE -INSPECTION DATE: 3-3 `OS BP# (> 3 —/069' EXPIREI D (d . � J F JOB FINALED patei" _ _ t Signature ti. y?� l' 4 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ,USE. PERMIT CONDITIONS SUB=STANDARD HOUSING LETTER vt /I �rl O r Ta T� CHECKED BY t r- -- � aSG-izd-io6 PERMIT RE -INSPECTION DATE: 3-3 `OS BP# (> 3 —/069' EXPIREI D (d . � J F JOB FINALED patei" _ _ t Signature J - OK t 0 = Not OK . = No Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END.SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11.. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors- Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability - 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not • p =NotAApplicable . = Not Ready RESIDENTIAL Date UNDE FLOOR (Plans) OK except #'s oning-Setbacks-Easement flood -Slope 2. Ftg., Main; Soils-Elec.e.-/YL•fu'Ftg. Depth 0 Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth boo'Stewalls, Main; Steel-Blockouts-Wrapped 6elltemwalls, Garage; Steel-Blockouts-Wrapped _,Y -6a. Hold Downs and Special Anchors 7. Slab eel -Wrapped rs-Fire lace Ft .-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O-Sewe it t1 ib. Gas Pipe; Size Anchors -Yard (ping; Size Test 'UF 1 Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plqqums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation 16. Insulation Date (Z -1 ate Card B-1 Date)v d -1.6.2 Date Card B-1 Date PLU 1 G (Permit) OK except #'s 1 ter Htr.; Vent -Access -Combustion Air Baffle 1 . er Pipe; Test & Anchor -Nail Protection T .W.V.; Test Fittings & Anchor -Nail Protection ;j <° a*2ff Shower Pan; Test, First Floor -Tub Access TKt Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors £'9 Fire Sprinkler: Test Datel l.L JJ) C rd B-1 .V Date Card B-1 Date ' !' rd B-1 ' Date Card B-1 Date ELEC ICAL (Permit).OK except #'s fixture & Transformer Clearance -Ins. Protection 26AI-ec. Receptacles Spacinq-Liqhts & Switches at Doors 46,000'Sip Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 28 uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. SAfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 'W. S ice -Riser Conductors & Ground Main Disconnect 3 . i . Clearances Panels-Motors-Mech. Equip. C hes Closet Light -Shower Light -Spa Light 35 -"Smoke Detector Date jZX1, 03Card B-1 Date .Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s A. ucts Insulation & Support 3—`Vent Fan, Exhaust above insulation 'SS Copdensate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 46: Attic Access & Platform if Furnace in Attic Date j'Z,U, 03 Card B-161- >U Date Card B -1 - Date Card B-1 Dates - Card B-1 Date FRANAKG (Permit) OK except #'s 4100"Sill;;,Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) .,4)F!rpStops, Furred Ceilings -Stairs -Chasers -Tubs -` M 4 eaders & Beams -Size & Bearing F_1 (Single & Duplex) Date FRAOING (Continued) Hangers -Post Caps -Anchors -Connectors 46/tling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ASeOfireplace Ties or Type A Flue -Fireplace Throat Clearance •51% Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5.. drm. Windows or Exiting Doors -Sill Ht. & Dimensions rage Fire Protection Framing -RC Channel r2erty Line Firewall & Openings Wit. Doors -One 3' -Check Garage 3rd Story, 2 Exits W'o§lairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers )OE -57. Siding -Nailing Veneer €t8" � Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access AW ing Area -Glass Protection -Skylights -Plastic t'L, .,o Shear Walls; Nailing -Bolts 1. ace Interior/Exterior Wall Panels . Insulation -Walls -Ceilings 63. Infiltration -Walls indows Date %L, Card B-1 . Date Card B-1 Date Card 1 Date Card B-1 Date FINA tans) OK except #'s 64*. -Door & Sidelight Protection -Landings moke Detector 60 --Furnace Vents -clearance -Comb, Air-Connector- In,Garage; Above Floor-Ducts-Mech. Protection Fixtures & Tub 1& 06 K,", /'SO- F�eL<. Trim & Subpanel, Breaker Sizes &Labels Sj6rs & Rails i place or Stove, Clearance -Hearth I . Outlets at Wood Panel, Int. & Ext. i Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 09'- c. Outlets & Receptacles at Kit. Counter q5-- Garage Fire Door; Swing -Landing -Closure Ate. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. inld'arage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location 7 . EI c. Receptacles in Garage (F.F.I.)-Romex Protection n ation-Foam-Looked in Attic rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes •ems Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes Cl No 44, SJocco Brown -Finish 86!A C. Unit Disconnect, Electrical -Plumbing Veqjs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings r Well, Disconnect, Electrical, Plumbing ,'Lrf3j . prior Elec. Trim, G.F.I. Receptacle -Underground Vyffilation Throughout House WeOOG s Protection C ections from Previous Inspections Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval 3 G9 044 . Epprdy Compliance Certificate -Other Certificates Address Posted 96r Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r INSULATION. CERT RC'A. uescnpuon of Installation 1. ROOF Material Thickness (inches) 2. CEILING Bath or Blanket Type Thickness (inches) Loose Fill Type Contractor/s min installed weight/ft= Ib' Manufacturer's installed weight per square foo 3. EXTERIOR WALL Frame Type 4. 5 A. Cavity suIatian Material Thickness (inches) ' B . Exterior Foam Sheathing Material. Thickness (inches) RAIS FLOOR Material _ Thickness (inches) LxJ'1,4 SLAB FLOOR/PERIMETER Material Thickness- (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) ueciaration Brand Name Thermal Resistance (R -Value) Brand Name. � { 1 IT, i` r I 1-Q Thermal Resistance (R -Value) R --3R Brand Name Minimum thickness inches t to achieve Thermal Resistance (R -Value) Brand Nam V Thermal Resistance (R -Value) 1 Brand Name Thermal Resistance (R=Value) Brand. Namey0�(�CAnV 1 Thermal Resistance'(R-Value)V - I a Brand. Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was. installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Parr 6, California Cbde.of- Regulations) as indicated on the tificate of Compliance, where applicable. 1 � n tem rrs. rgnature, atensta uLu contractor (Co. Namej �.- General -Contractor (Co: Name) OR Owner - tem #s- bignature, Date Item WE— ignature, Uate Revised July 1995 Installing u contractor (Co. amel , " General Contractor (Co. Name) OR Owner nstal ingu contractor(Co.NamejUR— General Contractor (Co. Name) OR Owner ID8SU-.ATi0N CER-nRCA_TEE j 1'c Inc MOM ' uescnpinon of Installation 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt' or Blanket Type Brand Name. Vf; ftnV Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Name Contractor/s min installed weight/ft= Ib Minimum thickness,' inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -V i 3. EXTERIOR WALL. Frame Type A. Cavity sulation Material < Thickness (inches) B . Exterior Foam Sheathing Material. Thickness (inches) 4. RA1S 't00R Material Thickness (inches) 5 SLAB FLOOR/PERiMETE.R Material Thickness- (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL. a ue) Brand Name ; Yly,\- MrV Thermal Resistance (R -Value) 1 brand Name Thermal Resistancs (R -Value) Sr' ''d Name Thermal Resistance (R -Value) Brand. Name Thermal Resistance (R-Vaiue) Material Brand Name Thickness. (inches) 'Thermal Resistance (R -Value) Declaration I hereby certify than the above insulation was. installedin the building at the above location in conformance, with the current- Energy Efficiency Standards for residential buildings (Title 24, Parr 6, Califiomia Code. of Regulations) as indi\ ted on the rtificate. of Compliance; where applicable. , ItLAM as. ;` C rgnature, ate - Installing nstalling. 5uocontractor ( a. Namel UK General Contractor (Co. Name) OR Owner Item us ignature. ate - Item 4E ignature, ate Revised. July 1995 Installing ubcontractor General Contractor (Co: Name) OR Owner Installing, Subcontractor (Co. amel General Contractor (Co. Namel OR Owner 14. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) .i - x APPLICATION AND PERMIT 0-3- /06 ASSESSOR PARCEL NUMBER 056-120-1 ZONING TM -2 BUILDING PERMIT OWNER Dietz Rebekah 893-3774 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2-15 Main 1.5treet Mico CA Q 67 i 60U. W 700 C 911 CONTRACTOR'S NAME Mike'Pickeftn 893-0393 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace I A 1500.00 Total Valuation $ 80.4".0U ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $554.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $360.10 BUILDING ADDRESS .l 71 '� C iwset Road Chico Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 957.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.0063.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 4 Describe Work: new nsf W/cftprt Gas piping sy2tern 1 - 5 outlets 15.0015.00 Building sewer 15.00 Mobile Home IS I GI W 1 920.00 PERMIT FEE $ t G q ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'DDA OR IESS 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.8 License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Ile�❑ I, as owner of the property, or my employees with wages as their sole compensation, f will do the work, and the structure is not intended or offered for sale. , will 1. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. O OR ADONS. ( & ACC. BUDS. 3.5QFST. / Q =R.IDT MULTI.OUTLET @7,50 R A PSINGOUTLET OWELEPPARATUCIR.S 20 @'.0° Ex. Occup. ourLEr OR FOcruREs BAL @ .50 Ex. Occup. o EED,sAE�sID,°FR.n 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 86.80 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ("rot,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. 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ate % _ Signature of Applicant NIQ15wrier ❑ Contractor ❑ Agerit An OSHA permit is requirefifor excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation 4.50 PERMIT FEE $J; Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. VN TOTAL FEE $ 1293.90 HAz. D FEESIMP FLOOD CDF,, / PARCEL` PD HD y ✓ U ,-// 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. 7 By .� ���'. j Pate P,ERMIT EXPIRES ON lip Dete ReceiptNo. 3~%(, a % ! � y � 4 'I fb 1 V�. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INS?ECTOR G Lb0 EVR0D APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION + ' 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03,I p(� ASSESSOR PARCEL NUMBER 056-120-106 ZONING TM -2 BUILDING PERMIT OWNER Dietz Rebekah 893-3774 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 915 Main Street Cbica CA- 95928 CONTRACTOR'S NAME TELEPHONE Mike Pickering 893-0393 1252 R , 700 C 99100.00 179 C, 293600 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS Fireplace I A 1500.00 Total Valuation $ 80 444.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 554.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 360.10 BUIL ING AD S Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 957.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 63.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1 9_00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: new nSf W/carDOrt Gas piping stem 1 - 5 outlets 15.001 9 -no Building sewer 15.00 15-00 Mobile Home ISI GI w @20.00 PERMIT FEE S11.i nr ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20.AORLESS 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.P License Class Lic. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less,) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Y1141, r/—_ to 1 Q3 nat re of Applicant -Nwwner ❑ Contractors Agervi An OSHA permit is requireATor excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, SO OR ADONS. y ACC. BWS, -43 80 NON -R SID. MULTI.OUTLET 97.50 OWER APPARATUS b SINGLE OUTLET CIR. Ex. OCCU ourLETORFD(TUREs S20 @@.00 AP EE 5.00 Ex. Occup. O Ds Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 86.80 MECHANICAL PERMIT Filing Fee 20.00 Heating 1 9.00 Cooling Hood 6.50 Ventilation 4-50 PERMIT FES $ rl Mobile Home Installation Fee $ Energy Inspection Fee $ occ R3 CONST. TYPE VN TOT L FEE $ HAZ. D. FE6 FLOG CDF PARC JD This erm' hereby issued un er the applicable provisions tte County Code and/or Resolutions to do work ed above for which fees have been paid. By ate S RMIT EXPIRES ON 6 ReceiptNo.o i WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINKANSYPECTORL A P AN �� �+"'.'.�„^Y`K '�'� a'�P4"FiN�rt�.u•-rvarr���u.yg7s+of!°17�e'Ci''�1+►e�zrs:Kvyy.�.' c,.-rvv.o...r �yi'�s,+r' � yY,.y,.s..,...-.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, C?r 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER J (p a- O Q 6 Proposed Building Use: . '' Counter Technician:\I-M/ Date: L1 / 0P L3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signecl�y the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. J' 4. Engineered truss details and layouts in duplicate. No faxes! L$,r5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Rini items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. es as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings .......................................... a. Sanitation and plot plan approval from the Environmental Health Dq.a t in co wit ❑ 17. City of Chico Plumbing permit... :.................... /................ / 18. California Department of Forestry plan approval paid. Sent by3...............• ❑ 19. Planning approval for (A) Use: P l -e, (B)Parking: (heck: L..)4 0. C ntact Land Development about ❑ Improvements, ❑ Drainage .........................../. roachment Permit for driveway from the Public Works Dept. (construction approk llr to occupancy). 0 Pre -Inspection for required ................ Contractor's bi�eat�e nformation. umber, Name Style, Classification) ...................... orker's Compensation arrier and Policy Number ..............:.............................. _ ❑ 25.- er-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... �2b. ette of Signature authorization.......................................................) 7 ded copy of Agricultural Acknowledgment Statement ... .gr4�a'�............. U 1 � _ 8. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant De d, ❑ M.H. Title/Sla�,ment acts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 1. Other: When issued Telep one 3-377Y and hold for pickup. a I have been informed of the above items and requirements for obtaining a building permit Ap licant: id Da 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mai , ❑ counter, by Date: Contractor, designer, owner, was advised of the above data -by phone, ❑ mail, ❑ co ter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: 7 1440 Note transfer by: Date: �; Yellok : Sffildinp Division �. r TO: Building ` gpartm6nt FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE GAILY Piot Pian Attnclhod Plow Pian Mad, Sent to ®.D. `' Owner � Location AP# / Plan Approved for: Sewage Disposal / Water Supply: Public Private Well l� Clearance for _Zdwelling. Other P-- `acs hz% ✓rte NOTE: Environme al ealth Specia ist C6(j Date 8/96 a3- INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: &"Ilw et'ENVIR. HEALTH, CHICO DATE: i --7 -Q ,-�> RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: /C.ri� ��� SEPTIC: ✓ WELL: AP#: �D /d 6ADDRESS/LOCATION: q 7 F 2 - Comments: Comments• GL/memos/releasehold ` 0�-/ 06e • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ,rte SCHEDULE OF FEES DUE 1,1.'/`►M.7 A.P. # -57(0 — / a;� — /O 0 PROPOSED BUILDING USE �� , f- DATE 9 JI &/-3 RECEIPT # 1. BUILDING PERMIT FEES Balance Due ....................... Additional Fees Due ................. Additional Fees Due ................. $ evised Plan Checking Fee ....... $ )5j2\. CHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 0&_3.-SHIERIFF FEES (paid at Building Division) �) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. _ 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE REC. J R IIa3 3fr5�2 9 576v.�/ 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) COPNd T Y OF BUTTE - DEPARTIZENT OF DEVELOPUENT SERVICES - BUILDING DIVISION'"* 7 County Center Drive * Orovilla, Ce.[ifornia 95965 • Telephone (sn) baa -9S41 - PMA+ No. ar.12l9Ej A.PFUCATION AND PERMIT i/ o3-166 r� BUfLDFA4GFERMiT n n � SQ. FT. c,= SUELDWG YALuk'noN 1 P i , n _ �%% .-. �� gr97 T oW Yahtatlon Is Pier Di'Y3 StJ�c+�cs��•a"'ri - (� '� � �© L) S rw.nau 6'��gA c Eat Trsa t15EGF5irmcTum So;w w hest 3F Dupl= 0 hj1 blaboma O Other Weer Pbh9 0sP—r ERA P= wehr TYPE OF WDRK Gs N A33mn 0 Ram id 0 LM= 0 J 0 other 0 -%dwmg saww Dw=ba Word • a AL F lJiain Sdroba r -5 m - ui S" Iv �'w t� 4Q /,-,- 2 S -mm 3c� -FT- . Mim t �► 7m � �l�ar-o"7;.x, ®225 C— V-7 iliq *PSU i FEE P. Alb SRA OTM. e4.MOVW Jurcm m * TO NO K" Iwo Comm WAM oa F=Ks wbbov C9,61 0 Ping Fee 20.Do 7.DD CJD 23.DD 15.0D t', Ot) 15.DD OC 15.DD tS • Ud 15.DD tS• od C=to.00 Ttiis persni! is I,ereSy 1~sv un3et 1�e spp�i-..�` le pr�vscrs td ba Bre C:vunty Cole ancVor Fiv=U m t:- 6:1 w=* bomabed &Dn fir w"- fees have ba=r psia 3y Dein ado FINE MINE'_ .,. 0 .. . sn� n�MINE Ttiis persni! is I,ereSy 1~sv un3et 1�e spp�i-..�` le pr�vscrs td ba Bre C:vunty Cole ancVor Fiv=U m t:- 6:1 w=* bomabed &Dn fir w"- fees have ba=r psia 3y Dein ado VerticalTechnology Engineering 383 Rio Undo Ave #200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email mdhpe@sbcglobal.net Structurb'I'Calculations Client: Rebekah Dietz Project: Dietz Residence Location: 9782 Cohasset Road, Chico, CA 95973 APN 056-120-106 PAN 1.5 Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Uniform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 8/5/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, 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 BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/2" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. VERTECH ENGINEERING PROJECT: 8/5/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF 0480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 3/4 LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T8B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 8/5/03 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48° LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0' C.) MIS -PLACED ANCHOR'BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16° OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 9. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II', III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT D 1 n4 Z - ENGINEER AT VERTECH ENGINEERING. DESIGN OF Gf n era ll Load S PAGE Ct DATE S O� r OCA i o I ; {�� - __. I ! ' , I 1� I , t ..... _. wa 1 �I ___.� 1�.1_ __.1"� p5, ___._• ' _ _ ._ I � I I - ! I 1 I _4 -Floor D11 1 ISI s� ! �. ._- _ ! � e► s�� � � •tea �_--,--__! i i -----I _` _�--- _-�.—�-�-;--------,----•�---�--;--- c 2 _... _�1,..I. I Copse --��� �.��1 ` i I wail l► C �I -�� 4 /� �'� I ISST I ..- 1 .. lb d r� I i .�.,(oCD 1 Zj�_.�.1'_,_L y r_� ,�..y_ ps.. .�.�_- _--► 1_, a4 _-_ i ! I l i � I _• I � i l �1- i 1 5 ►- I s I I ` I I , I PROJECT D ENGINEER VERTECH ENGINEERING PAGE DATE 1 I II - I I 1 1 I � ' , I I I . � I I. PO 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Dietz Residence Date: 5/23/2003 Comments: Wind Speed: 75 mph Importance: 1 -7.3 Exposure: B -6.3 -6.8 , -7:3 ❑ One Story or Partially Enclosed MuIU-StoryStructure -8.1 2.7 -8.7 2.9 -9.4 3.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8,3 Leeward Wall -4.5 -4.8 -5.2 Root Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 , -7:3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not In areas. of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 - -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -'.,.-17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components In areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 '-;-24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Dietz Residence Comments: Date: 5/23/2003 Units: Kips & Feet (UNO) Zone = 3 0.175 1 0.175 EQ: Soil type = I Sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 18 (HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS TA = Ct(hn)°" Max TB = 1.4'TA VEQ = (Cv*I`W)/(R'T) Ft = 0.07'T'V (If T<.7, Ft=O) T=J 0.175 1 0.175 EQ: Cvl/RT = 0.5618 0.5610 VIM VEQ = 32.4 32 V: Ft = 0.00 MIN V MAX V USE 11' a"I 2.5 Ca* /R 9.4 0.0396 0.1636 2.3 9.4 '7 ai.otso 1 nau 1 �■v000 � � ©moo ®v000 � � opo ai.otso 1 nau 1 PROJECT D i'cii Z , VERTECH ENGINEERING . ENGINEER AT ' DESIGN OF Lc -coal LX1d Oe.,\/dvpirv>ef-)+ PAGE I DATE —t)/03 m 13o12f11j ! I i !---- - I I I i a , r_._. f : it I IA - - ; _- -- PROJECT -D VERTECH ENGINEERIN PAGE G ENGINEER r-C`J DATE O DESIGN OF L04 -C-001 LOO CJ 'DeV0 r Zn 1 : ! j , if 73 �r) C-+'6 6D I �0) • r -j r•- 2 co k lt� , . ! { 1,4 - "Op, i i 1 ' PROJECT V 1/�E'i+Z ENGINEER AS DESIGN OF L Qo 1 VERTECH ENGINEERING Lead Ce,velo e,ni` PAGE V DATE VJ Shear Wall Design Program VerTech Engineering Project: Dietz Residence Location: Data: 5/23/03 Units (UNO): lbs, in Panel Thickness 3/8 3X Sill 3.17 3.73 Panel Orientation Short Dlmenslon moss Studs v 1.98 NG 1.52 Nail Type 8d NG 0.99 NG 0.76 Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade DF -L AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00, 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 - 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing I2 AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 CALL WALLS Et-4GI WEE2Ep ) 13 . VerTech Engineering Project: Q i t,-+ Z Page: Engineer: AAcT Date: 5 03 Desian of: Shear Walls Framina Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Lenath Length Length Load/ft Edge Nail Wall l I u Ib/ft / in A 761 IIIIJ 11 11 6" B, R 2176 0410 1 .5 189 6" B,1 3683 0 0.5 .10.5 351 4" C, R 1324 14.25 14', 14.25 14.25 93 6" C,1. 2524 17 17 17 148 6" 1 3276 14 ✓ 14 14 234 6" 2 R 1411 55 5 282 4" 2,1 3400 14.25 14 14.25 14.25 239 6" 3,R 2621 6 146 6 437 3" 3,1 3814 11.25 0 11.25 11.25 339 4" eon 1 VO Z 0' i �F�-LL WALLS ENlG1NCE2ED) !H VerTech Engineering Project: O i Page: Engineer: AT Date: 5 03 Design of : Shear Walls Stability s Overturning Overall. Resistive Gravijy OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft_ihl MUM (IM tze5v I se� D-e� /" A FO Pt, MS-rc40 � SoO d. 250 1 8 3044 13781.251 1 93 tze5v I se� D-e� /" A FO Pt, MS-rc40 � SoO d. ( ALL wAU_S E -Q6 l WE'I` Design of: Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1h) (ft-Ih) AM 0 �aaaa� �aaaa� aa�■aa� �aa■aise� �aaao� PROJECT Di Ir ENGINEER AT DESIGN OF L—Cr�—,�U VERTECH ENGINEERING Roo lov - �_ PAGE / T I DATE ��71 1_.' psi") iS / co IT 2•� r •.I PROJECT' D) H, -Z. VERTECH ENGINEERING PAGE ENGINEER A DATE 5 DESIGN OF Lc- -cco I f ! n 1 , _. I ! , --��" � GK-:- , -i1C 1... __('t` I V 1Q• ' '�Q� - i- �'v`/� � Y l � 1 1 cu- , • � I I i i- - , WN 1�4t�5 .... -----_ • ' ( ,t I i i `dC�Je2(' 7 ci_ ` -_; . "._121- �------AX t�.c /4� MARK EDGE NAILING SHEA— THING ALLOWA.B. ABLE SOLE PLATE "SIMPSON" DIAM. X SPACING WITH 7" EMBED ADD'L (1)(3) (2) LOAD FASTENING (3) CUP SPACING NOTES 2X PT SILL 3X PT SIU_ 6 6" 3/8" 260 12d 7" A35 1/20 DIA. 1 /2" DIA. O.C. l'-8" O.C. 3'-0* O.C. 3 —6"O.C. 4 4" 3/8" 380 12d 4.75" A35 1/2- DIA. 1/2- DIA. (4) O.C. t —2 O.C. 1 —0 O.C. 2'-6" O.C. 3 3" 3/8" 490 12d 3.75" A35 1/2" DIA. 1/2" DIA. (4) O.C. 11" O.C. 0'-10" O.C. 1'-10" O.C. 2 2" 3/8" 640 12d 2.75" A35 N/A 1/2- DIA. (4) O.C. 8" O.C. V-60 O.C. 4/4 4" 2 SIDES 3/8" 760 20d 3.5" O.C. A35 7" O.C. N/A 1/2- DIA. 1'-3" O.C. �4) 3/3 3" 2 3/8" 980 20d 2.75" A34 N/A 1/2" DIA. 0 (4) SIDES O.C. 4.5 O.C. 11 O.C. 2/2 2" 2 SIDES 3/8" 1280 20d 2" O.C. A34 3.25" O.C. N/A 1/2- DIA. 0--9 O.C. (4) 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16) SHEATHING U.N.O. APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES" 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD—DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. 12d/16d SINKER SHANK DIA. =0.148", 20d COMMON SHANK DIA. =0.192", SDS DENOTES "SIMPSON" SELF DRILLING SCREW STAGGER SILL FASTENING AND PRE—DRILL PILOT HOLES (MAX 75% NAIL DIA.) TO AVOID SPLITTING WALL ELEMENTS. 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TYPICAL SHEAR WALL SCHEDULE NO SCALE W300 PR-OJECT Q 1 e 7 - ENGINEER AJ' VERTECH ENGINEERING C beo Y -n s ) f. Lf %0 ...... ....... .......... ... . ........ . .. ........ ....... 7 PAGE '� DATE q/0-3 I PROJECT ENGINEER DESIGN OF ...... . ..... .......... VERTECH ENGINEERING ......... ...... PAGE eZ4 DATE .......... ...... .. ...... ......(7_L".... .. ... ..... ..... ...... .... dop ....... . ... . ... ........ . .. .... ...... .. . ....... .. .......... I *'.-.......-.; ..... ..... .. .. ... . ..... . ....... ..... ........ . . . ..... ... _.._._;..._._......L......_......_......._.!...._ ........ ...... . ...... ..... . ..... ..... _. ..... .. . ........ ... .. -G- ... . ....... ..... . ..... i in ..... . ....... . ....... .. ..... . ....... t. 3 ...... ...... -Al...., ..... . . ...... .... . ..... . ...... . ........ .. . ...... .. . ..... ............. .. .... . ..... ...... . ... ti.... .... ... a, ........ ...... --ire ... . .... . ..... . ... ..... ..... ......... . ......... .. . ....... ...... . .... .. . ....... ........ .... ... .. ... .... ... . ..... . ..... ....... . .. . .... ..... ........ . . ... ....... . ..... . ..... .. ...... ..... . ... ........ . ....... . ...... .... .. . .... . ...... ........ ...... . ...... ......... . ............... ....... . .. . .......... . ...... . 2a, Beam Sizer Design Program VerTech Engineering ` Project: Dietz Date: .. 8/5/2003 Location: Typical Header ❑ Valley Beam Slope of roof 7 :12 Select Beam Width 3.5 in Dead Load 20 psf Round Member Live Load 20 sf DF -L #2 Dimensional �' p ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1345 psi Length of Beam 7 ft Fv' 109 psi Width tributary to beam: 10.5 ft Unbraced Length 0.5 ft Height Required 6.5 in CD 1.15 CF 1.30 A Req'd 18 in A2 CM 1.00 Cv 1.00 S Req'd 25 in^3 Ct 1.00 Cfu 1.00 1 Req'd 59 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 106592 le= 1.0 RB= 2.6 Fb•= 1346 Total Uniform Load 453.118 plf x' Mmax 2775 ft -Ib Vmax 1340 Ib Shear at d from face? EI Req'd 94 "10^6 #-in^2 `23 VerTech Engineering Project: Page: Engineer: Date: Design of: Floor Framing' Floor Loads DL= 10 psf LL= 40 psf. Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using 0480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. Project: Engineer: Design of:- Roof Framing Roof Loads DL= 16 psf LL= 20 r)sf VerTech. Engineering Page: Date: Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. i RESPONSE TO PLAN CHECK Project: Rebekah Dietz Residence 9782 Cohasset Road Chico, CA 95973 APN: 056-120-106 Building Permit Number: 03-1068 Structural Comments: 1) See revised plan for shear wall schedule 2) Shear wall lengths in calcs revised to match those on plan 3) See revise plan See revised plan 5 By others MSTC40 revised on plan to MSTC66 7) See attached calcs and revised plan for 9 1/2 " TH PRO150 at 12" O.C. 8) See revised plan 9) See attached calcs and revised plan 10) See revised plan 11) See revised plan O-VOESSIp�q� D. No. C 60387 Exp. 6/30/04 ' I vkv OFCA� o�`��P 3/8" PLY -8d NAILS—DOUG FIR -1/2 A.B. NU IES: 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL. STUDS AT 16' O.C. MAX. BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16) SHEATHING U.N.O. APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES' 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. - 0.131') EDGE NAIL AT ALL PANEL EDGES. TOP PLATE, SOLE PLATE, MUD SILL. POSTS, AND HOLD—DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. 12d/16d SINKER SHANK DIA. —0.148". 20d COMMON SHANK DIA. -0.192, SDS DENOTES "SIMPSON" SELF DRILLING SCREW STAGGER SILL FASTENING AND PRE—DRILL PILOT HOLES (MAX 75X NAIL DIA.) TO AVOID SPLITTING WALL ELEMENTS. 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TYPICAL SHEAR WALL SCHEDULE NO SCALE W300 EDGE SHEA— SOW— A.B. DIAM. X SPACING MARK NAILING THING ABLE SOLE PLATE *SIMPSON* WITH 7" EMBED ADD'L (1) (3) (2) �� FASTENING (3) CLIP SPACING NOTES 2X PT SILL 3X PT SILL 6 6" 3/8" 260 12d 7" A35 1/2- DIA. 1/2- DIA. O.C. 1 —8 O.C. V-00 O.C. T-60 O.C. 4 4" 3/8' 380 12d 4.75' A35 1/2* IA. 1/20 DIA. 4 ) O.C. 1 —2 O.C. 1 —0 O.C. 2'-6" O.C. 3 3" 3/8" 490 12d 3.75" A35 1/2m DIA. 1 /2' DIA. (4) _ O.C. 11" O.C. 0'-10" O.C. 1'-10" O.C. 2 2" 3/8" 640 12d 2.75" A35 N/A 1/2 DIA. (4) O.C. 8 O.C. 1'-6" O.C. 4/4 3/8" 760 20d 0 N/A 1/2 / 2 SIDES C. 7" C. 3- 1 3. 01 C. 3/3 .30 3/8" 980 20.C2.75' N/A (4) 2 SIDES 4.5A O.C. 110 O.C.� 2/2 1280 2 200.C• A34 N/A DIA (4) 2 SIDES 3.25-4 25d O.C. Ot 9" O C. NU IES: 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL. STUDS AT 16' O.C. MAX. BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16) SHEATHING U.N.O. APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES' 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. - 0.131') EDGE NAIL AT ALL PANEL EDGES. TOP PLATE, SOLE PLATE, MUD SILL. POSTS, AND HOLD—DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. 12d/16d SINKER SHANK DIA. —0.148". 20d COMMON SHANK DIA. -0.192, SDS DENOTES "SIMPSON" SELF DRILLING SCREW STAGGER SILL FASTENING AND PRE—DRILL PILOT HOLES (MAX 75X NAIL DIA.) TO AVOID SPLITTING WALL ELEMENTS. 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TYPICAL SHEAR WALL SCHEDULE NO SCALE W300 verTech . Engineering Project: Di e Z Page: Engineer: I '7'" Date: Design of: Shear Walls Framina Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) g u iftl Ifl /ftI Cin A 761 10 10 10 76 6" B,R 2176 9 9 9 242- 6" B,1 3683 9.5 9.5 9.5 388 3" C, R 1324 14.25 14.25 14.25 93 6" C,1 2524 17 17 17 148 6" 1 3276 14 14 14 234 6" 2,R 1411 5 5 5 282 4" 2,1 3400 14.25 14.25 14.25 239 6" 3,R 2621 6 6 6 437 3" 3,1 3814 11.25 11.25 11.25 339 4" VerTech Engineering Project: C) (e Engineer: AT Design of: Shear Walls Stability 1. Page: Date: �C) Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment M/D Wall M u (Ib/ft) (ft) (ft -Ib) (ft -Ib) (Ih) 5 250 3044 3125 190 Design of: Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -Ib) /ft -IM (Ihl 0 �aaaaa� Baa aaaaa� �aaaise� COMPANY PROJECT WoodWorks® SOMWARFFM WOOD DESIGN Aug. 22, 2003 09:37:41 Dietz - Response to Plan Check Item 7 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS.(In) : IMMx 1 Ll ° 10, 14,-6„ Dead 74 Live 200 196421 Total 274 617 Bearing: Length 1.0 1.0 0.0 LVL n-ply,1.8E, 2200Fb, 1 -3/4x7 -1/4",1 -ply Load combinations: ICBO-UBC; Self Weight of 3.66 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: ( lbs, Ibs-ft, or In ) Criterion Shear Bending(+) Bending(-) Deflection: Load Type Distribution Magnitude Location [ft] Pattern <L/999 L/981 L/384 L/365 1 0.33 = 0.67 = 0.30 = 0.60 = F1ooL Dead IFull Area Start End 15.00 (1.00)* Start End Load? F1ooL Live IFuli Area 40.00 (1.00)* No Yes *Trihutary Width /ftp MAXIMUM REACTIONS (lbs) and BEARING LENGTHS.(In) : IMMx 1 Ll ° 10, 14,-6„ Dead 74 Live 200 196421 Total 274 617 Bearing: Length 1.0 1.0 0.0 LVL n-ply,1.8E, 2200Fb, 1 -3/4x7 -1/4",1 -ply Load combinations: ICBO-UBC; Self Weight of 3.66 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: ( lbs, Ibs-ft, or In ) Criterion Shear Bending(+) Bending(-) Deflection: Analysis V @d = M = M = Value 317 641 594 Design Vr = Mr = Mr = Value 2411 3010 3010 Analsis/Desi n V Vr = 0.13 M/Mr = 0.21 M/Mr = 0.20 0.09 = 0.12 = 0.14 = 0.15 = <L/999 L/981 L/384 L/365 1 0.33 = 0.67 = 0.30 = 0.60 = L/36Q L/180 L/180 L/90 0.27 0.18 0.47 0.25 Interior Live Total Cantil. Live Total ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2200 1.00 1.00 1.00 1.000 1.07 1.000 1.00 1.00 3 Fb'-= 2200 1.00 1.00 1.00 1.000 1.07 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 E' = 1.8 million 1.00 1.00 4 Bending(+): LC# 3 = D+L (pattern: L_), M = 641 lbs -ft Bending(-): LC# 2 = D+L, M = 594 -lbs -ft Shear : LC# 2 = D+L, V = 353, V@d = 317 lbs Deflection: LC# 4 = D+L (pattern: L) EI= 100.03e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Beam Sizer .Design Program VerTech Engineering Project:. Dietz Residence Date: 8/22/2003 Location: Response to Plan Check Item 8 El Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf ❑ Round Member Live Load 60 psf DFL #2 Dimenslonal ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 982 psi Length of Beam 14 ft Fv' 95 psi Width tributary to beam: 1 ft Unbraced Length 1 ft Height Required 9.2 in CD 1.00 CF 1.10 A Req'd 8 in^2 CM 1.00 Cv 1.00 S Req'd 21 in A3 Ct 1.00 Cfu 1.00 1 Req'd 54 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 6967 le= 2.1 RB= 10.0 Fb*= 990 Total Uniform Load 70 plf Mmax 1715 ft -lb Vmax 490 Ib ❑ Shear at d from face? EI Req'd 111 *10^6 #-in^2 Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Dietz Residence Date: 08/22/03 Location: Response to Plan Check Item 9 2 x Co Oi L - <.--r,)0 NT Jb 0. , Lumber: DF -L Stud Material Properties Modification Factors Fb 700 psi CD 1.33 Fc 850 psi CM 1 E 1.4 E6 psi Ct 1 Config/Loading CL 0.63 1.00 P 75 lbs CF 1 1 D1 5.5 in Cp 0.23 D2 1.5 in Cfu 1 e1 0 in Cr 1 e2 0 in Cf 1 Lu1 18 ft Combined Flexure/Axial Lu2 0.25 ft fc 9.1 Addl M1 317 ft -Ib Fc' 257.2 Addl M2 0 ft -Ib fb1 ' 503.0 Fb1' 583.6 Section .Properties FcE1 272.3 A 8.3 in^2 fb2 0.0 S1 7.6 in^3 Fb2' 931.0 S2 2.1 in^3 FcE2 105000.0 11 20.8 in^4 FbE 632.6 12 .1.5 in^4 Interaction: 0.9 OK if<1. 2 x Co Oi L - <.--r,)0 NT Jb 0. , Timber Column Design VerTech Engineering Per NDS 3.9.2 Project: Dietz Residence Date: 08/22/03 Location: Response to Plan Check Item 9 Lumber: DF -L #2 Material Properties Modification Factors Fb 900 psi CD 1.33 Fc 1350 psi CM 1 E 1.6.E6 psi Ct 1 Config/Loading CL 0.66 1.00 P 125 lbs CF 1 1 D1 5.5 in CP 0.24 D2 1.5 in Cfu 1 el 0 in Cr 1 e2 0 in Cf 1 Lul 15 ft Combined Flexure/Axial Lu2 0.25 ft fc 15.2 Addl M1 437 ft -Ib Fc' 422.2 Addl M2 0 ft -Ib fb1 693.4 Fb1' 790.7 Section Properties FcE1 448.1 A 8.3 in^2 fb2 0.0 S1 7.6 in^3 Fb2' 1197.0 S2 2.1 in^3 FcE2 120000.0 11 20.8 in"4 . FbE 867.6 12 1.5 in^4 Interaction: 0.9 OK if<1. h i7Z5 i 2 x (o OP �d 2 A' -r \ Co (D, G. Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 c Fc E d 1000 1600000 5.5 Stability Reduction le (ft) Cp Fc' (psi) 5 0.94 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 625 12 0.56 559 13 0.50 498 14 0.44 444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 0.26 261 20 0.24 237 21 0.22 217 22 0.20 `' 199 23 0.18 182 24 0.17 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 KCE c 0.3 0.8 Column Capacity Obs) 6X6 6X8 6X10 6X12 28511 38879 49247 59614 27586 37618 47649 57681 26373 35963 45553 55143 24841 33874 42908 51941 23015 31384 39753 48122 20989 28621 36253 43886 18906 25781 32656 39531 16902 23048 29194 35340 15061. 20538 26015 31492 13421 18302 23183 28063 1 16342 20700 25057 C1 073D 14637 18541 22444 50 13159 16669 20178 8710 11877 15044 18212 7892 10762 13632 16502 7179 9789 12400 15010 6554 8937 11321 13704 6005 8188 10372 12555 5520 7527 9534 11541 5090 6940 8791 10642 4707 6418 8130 9842 4365 5952 7539 9127 4058 5534 7010 8486 3782 5158 6533 7909 3533 4818 6103 7388 3308 4511 5714 6917 APPLICATION FOR ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Assessor's Parcel Number for Site: 5l Street Address of Site: Applicant's Name: _ Applicant's Address: Applicant's Telephon Building Permit Receipt Number: 3 %� 0 2 (Show Copy of Permit Signed and Issued) Date Sewage Disposal Permit Issued: �2 D (Show Copy of Permit Signed and Issued) I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. Applicant's Signature: '6X4�11 TO BE FILLED IN BY PLANNING DIVISION Date Application Received: hP 3 Zoning Verified By:✓%r Permits Reviewed By: C- 6i w Associated Building Permit #: Planning Approval By: Date Approved: l© 5i'P O 3 File: "Mobile Home Permits - Temporary" Chapter 24 of the Butte County Code 24-300 C. Temporary uses in zones permitting a residential use: 1. Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. l SITE PLAN REVIEW APPLICATION Date: 1-1 b— ('� AP# Q S -' l 20 - I O L.."n J Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: A L Owners Name: D) ? �- �- GT3 IF- I<A �4 Owners Address: v -,.i S l _ C_1-4 1 G U 9 -2- Telephone No.: 8 Ci Situs Address: Co H ASS(S7T 6217 _ Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary. Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By `-?! Date Page 1 of 5 i ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ® Snow Load Area: --"V -lPT ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: O C_ Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------ ---------------------------------------------------------------------- -- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: -T m -- "Z - Applicable Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side a Side Street Rear S Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special,Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 'y� Date of Creation: Legal Access Provided: ❑ No ® Yes Deed of Reference: C) — 100 tj Legal Access Required ❑ No. ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: Co�-1raSS 2�t Complies with'County Standards for Deed Creation:❑ No ❑ Yes Comments: e t-- �-, - ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ 'Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Iff Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El 0 Page 4 of 5 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 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 PAR NO P0 _1MZONING I OWNER PHONE NO. Q OWNER'S ADIDRESS779c9, &— Z, LOCATION OF BUILDING USE OF BUILDING — SIZE OF STRUCTLIFIE X _ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING dZJ ROOF C VE FLOOR TYJ�ZP ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 1 ft FRONT � � 4%— 7"SIDES � � �' REAR '910 " L` 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. I declare under penalty of perjury that the building will be used as stated about, 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, spections, and approvals to comply with the requirements in effect at -that time and before occupancy. Date - DLJSignature of Owner Permit Fee - $60.00 The above described AG Building is exempt from uilding permit. O I PAR ROOF G I ISS Receipt No. Manager Building Division In C"�%� a- BY Date White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant t ZV - t c� Ya Via° NUS S�e�TU2�L vP0 0) r sS Ue Or-- 0 2ga A -Zell cs o� ..E Com m AUG 8.8 2093 DE{EWS, 056-120-106 DIETZ, REBEKAH 03AG089 `9782 COHASSET RD CO _ - AG. BLDG. (10, X 16') HASSET August 19, 2003 Rebekah Dietz 235 Main Street Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-120-106 Building Permit Number: 03-1068 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. TiOV-STRUCTURAL COMMENTS: ' ,The South elevation no longer matches the floor plan. You have added more glazing. Please provide new energy calculations and revise the elevation. S RUCTURAL COMMENTS: Provide shear wall schedule on the plans. 2. Provide shear wall lengths along wall lines "A" and "B,1"on the plans as specified in the structural calculations or revise calculations to match the plans. a Provide 12' shear wall along wall line "B,R"on the plans as specified in the structural calculations. Th lans specify both #6 and #2 shear walls on the same wall section and a #4 shear wall ong wall line"2,1". The structural calculations specify #6 shear walls only. Please clarify. 6.rovide shear transfer details. Show edge nailing, sill nailing, A35 connections, etc. he MSTC40 strap tie specified to resist overturning of the 6' shear wall along wall line "3,R" is overstressed. Provide adequate tie to resist the overturning force shown on page 14 ,,,dthe calculations. V/ Provide deflection calculations for the TH floor joists cantilevering 4'-6". Note that TJI's Specifier's Guide (page 8) limits cantilever to 1/3 of the back span and 4' maximum for joists otsupportingbearing walls. �/Tn he 2x10 deck joists at 24" o.c. appear to be overstressed. Provide deck joists at 12" o.c. as specified on page 21 of the calculations. J9' Provide tall stud calculations for the walls supporting roof with laterally unsupported stud eights over 10 feet. I revised the plans to show a 6x14 DF#1 beam at the B2 location as specified on page 20 of the calculations. Provide posts and footings to support this beam. Note posts are 16' tall and right side reaction supports 4855# (B2 reaction) + 923# (B3 reaction) = 5778 #. 1 of 2 Il. Provide typical header size on the plans.- If lans: If you wish to discuss.any of these requirements, please call (530) 538-7541 between the hours of.I:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda.; Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Naneral Jones, Architect 2 of 2 July 22, 2003 Rebekah Dietz 235 Main Street Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-120-106 Building Permit Number: 03-1068 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete. and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. What will become of the mobile home that is on the property? Planning approval is required for second dwellings. 2. Please show the location of the proposed Ag building on the plot plan. STRUCTURAL COMMENTS: 1. Your house does not meet the prescriptive bracing requirements of Sections 2320.5.4.1, 2320.5.4.2, 2320.5.4.3, and 2320.5.4.4 of the 2001 CBC. Please provide a complete lateral analysis by a licensed architect or engineer. 2. Please provide a complete gravity analysis of the building from the roof to the foundation by an architect or engineer. Please have him/her include a beam between the living room and hallway, show all posts on the floor plans, provide interior beam support post footings, check the span of the deck joists, check the TJI installation instructions concerning cantilevered joists, etc. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Y Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. l Linda Simpson' Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 I 7 - pow .z� 2 D PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal, h I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME 3ORS PARCEL NUMBER 0 5 -1 IT NUMBER 1 Kil # RESPONSE BY: LOCATION ON f ��.�-.,,-�.:•,.o,--'.5-�-`to-1.c �... ."i'--.a.i. ,.:;'•...rF-c. .. �f'.':sr «.:r.. s.,r. �t:��:i..�ar.. �.�r"L� �"'• t.,�t�L..l--r-..:.;�, s., ^�,.... , F BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Departm nt No. A.P. Number v'U - vim/ Jurisdiction: City County Property Owner Property Location/Ac Subdivision I.-,. Lot No. Residential Development .......... . No of Living Mobile Home Addition/ .`Supplemental to Units Installation Conversion,! • Permit #•(No i......................................................................................................... foundation inspection): Commercial/Industrial 0 New 0 Addition Plans reviewed by School District Personnel) District Identification No. - U / fJ� A3 Cl� Jr`J School District certifies that (Street (City) has complied with the requirements of Resolution No. representing ldsa square feet. •l �/9 School District Representative Paid by Check #1 Remarks: Sq. Footage 54:�q,- (Group R) Sq. Footage (Including Exterior Roofed Are ) �- >6. U7 Date (Applicant) r' (Phone Number) _ 9� (State) (Zip Code) U by payment of $ (Q1- Co B 2926 $ FULL MITIGATION $ Date 9 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 660201a), 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 (CEQAI, 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 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 23 O 7/3 Districts /c APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's �9 -' Ia. Company Name: 2. Address:ro � �� /.Z��✓ / ��� .c� / •✓/ � r Oce 3. Phone: � � , 4. As£esso rs Parcel Number. 5. Location of Wo k to be Done 6. Applicant's Signature � // 7. Date: - C TRACTOR'S INFORMATION 8. Contractor's Name 9. Address Z2 10. Phone: 11. Fax: 12. Contractor's Licerise Number. , 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other. cS — 31 PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, , permission is hereb ted. ' ` '. ". 19. Conditions /V Ak,-1 o S4 P Q/ 11t4 L nl o' 4> '.9 (:7k- s'e G he -T Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ® All work shall conform to accompanying: Detail 19 Plans ❑ Special Conditions ❑ 21. Date Issued 0 43 22. Expiration Date: G o d 23 Surety: r Mike Crlunp, Director of Public Works By: "Note: Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one 4eek. Page 1 of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (6) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c. The relative compaction from a plane fire feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8r lids, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90'/0. ����i�® Any pavement rotting shall be scored, or saw cut before trenching. Minimum depth of cover over all unci AV 2 7 2003 ell underground facilities shall be 30 inches, except culverts. AD installations, parallel with roadway, shall be placed as dose to the right-of-way fine as possible. No portion d� compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and aces sections, and to a condition as good as, or better than, existed prior to the construction. Ati surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8' of aggregate base, according to current California State Specifications. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Pemnittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of worts authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special oonditions and requirements contained herein. Page 2 of 2 T ° " '" - °0 RESIDENTIAL PLAN ` REVIEW GUIDE , o c Fac_ . o SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY u1% Ovvrzr. Building Permit Number: 12 c �Q Plans Examiner.,L/Adq S: A. P. Number: 6 E,'ER--kL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers C3Water Tender ❑ Trak and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net _ clear openable height dimension shall be 24". The minimum net clear openable width dimension shall bi 20". When wutdo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the Elcor (Uniform Building Code.section 310.4). Sk}-lighu (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls, bathrooms and toilet compartments may have a ailing height of not less than 7 fW measured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fed in any.dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. gage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters "hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into abath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedt+oom, or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code setxioa30�.�- Gara� fire vall separation - required on garage side including supporting walls and posts (Unifi=Widldng Code section 302.4 exception 03). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.1). Wood stove location - Alcove — UIviC section 205 confined space & 223 unconfined space dt 30 .2). mok.- detectors (Uniform Building Code section 310.9.1). Page l of 2 _15.— ater closet clearances (Uniform Plumbing Code 408.5). ,IVShover compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). or concrete foundations that shall be of sufficient sits to support 17. Bering walls shall be supported on masonrl all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall slot exceed 34 feet on anter in both the longitudinal and transverse directions NBC secuoa 2320.4.1_) Bead call lines must be continuous throughout the strucmre. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. -4' Foundation plarts complete enough to construct building (Uniform Building Code Table 18•I-C�. -3' Floor construction details complete enough to construct building. Elevations and Wall construction details complete enough to construct building. Roof construction details complete enough to conmct building. .ee Fireplace construction details and calculations if necessary. Garage door header size(s). 10. Porch header size(s). Ipical header size(s). ud heights.gh erd-ansive soil - special foundation design requiredtainingcalls requiring design. �*=wallboard nailing inspection required. the area below• the lowest floor is fully enclosed. than a minimum of two openings arc required with a total t area of at least one square inch for every square foot of area enclosedwith the bottom of the openings no ore than one foot above grade. Alternatively. certification may be provided by a registered professional gineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. ilding must be designed and anchored to prevent floatation, collapse or lateral movement Construction sign requirements must be shown on the building plans. ectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITENIS: Stairway details- landings, rise and rua head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). E)derior plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). T%v exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. erg- design compliance and supporun d mer+tation..—.____, -W--CDF responsible area requirements. BUILDING PERMIT REQ ' NfEN'TS: 1. ❑ SRA. 2. ❑ Flood elevation eenific?ate. 3. ❑ Fire Sprin)Jers required 4. ❑ Special Inspection uirements. 5. ❑ Use Permit conditions. 6- ❑ Sub-Standard Housing ner. C P2ee -- of 2 E d' PERMIT NO. 2153-82P,E PERMIT EXPIRES OWNER Thomas Crunk CONTR. Owner ASSESSOR PARCEL 56-12-81 LOCATION E/side Cohasset Rd, app 1200' N. of Maple Ln, Cohasset i ,1 i A i� �t at 4 l I • Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E E Temp. Gas Service J Cal led PG&E JOB FINALE[ i Signature J = OK 0 = Not OK = Not Applicable _ MOBILEHOMES = Not Ready r MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except a's oning Requirements—SgWaeks—Ea¢eweat.5' Date DECKS, COVERS, CARPORTS, ETC. (Plans) G,, xcept F _ 1. Zoning Requirements—Setbacks—Easements Spe 2. Footings; Size—Depth—Spacing—Connectors �Q— ew r; L on Taal-- 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Railq at r; L ion h) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg. -Bracing k-flectricity; Loda+a-C1 ces— nd.—A,&0/ Amp— a 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enc.US�feS — /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG ti 'ty Clearance 6. Carports; Windows—Doors 7. Elec. Card -BI Date Card -BI Date -- Card -BI Datej�' _f'Z Card -BI Date Card-BI Date r Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except k's 1, Zoning Require ents—Setbacks—Easements Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks—Easements 2. Footings; ' — pacing—Marri ge Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Czan —Connector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining _ 4. Electricity; MH —Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. 'Drain; MH Test—F II—Flex Connector 5. Elec.; Pool Lighting; 15 volts—GFI 6.. Water; MH Test— gulator—Connector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer onnected—C/0 to Grade—HD Approval 7. Elec.; Bonding; Metal w/5'—Circulating. Equipment—Heater 8. Gas and Electric ty Tagged 8. Elec.; Grounding; Equip.w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit 9. Exits; Insp.-Sk ch 10. Cert. of Occupa cy i 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -BI Date (Card -BI Date Card -BI Date Card B -I Date Card -BI Date ',Card -BI Date Card -BI Date eq Boa ��..L�` d =OK' O = Not OK = Nor Read Applicable R4ESIDENTIAL,(Single and Duplex) y , Date UNDERFLOOR Plans OK exce t#'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / ./" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents--Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic _ 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Seryice Test 11.Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date _ Date Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air Card -BI Date Date Card -BI Date FINAL (Plans) OK except It's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except q's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. &Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulet ion- Foam- Looked in Attic El Yes 73. Guard Rails Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size _ 26. 27. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes 0 N 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive -❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters El Yes E) No -_ 28. 29. 30. Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances; Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light 76. Stucco; Brown -Finish 77, 78. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except p's 31. A.C. Ducts; Insulation & Support 83. _ Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval - 32. --Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade _ 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date - ----- Card -BI - Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing_ 39. Draft Stop in Walls (rat proof) 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. 42. 43. 45. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin_-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _ _ 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) ..TO:_, Building Department Q' FROM:. Environmental Health, Chico SUBJECT: Sanitation Clearance f�/ Owner Location`ice �/ el APN ,,5 `rf . Plan approved for: sewage disposal water supply Hold final for: Final clearance O.K.for Clearance for bedroom mobile water-- supply water supply Note*** rzz - Sanitarian Date COUNTY OF BUTTE DEPARTMENT OP PUBLIC WORKS 196 Memorial Way, Chico 4— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE v k" BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. —z y z d z-- 6K— z�& lr4/ Inspector Date I R• COUNTY OF BUTTE j" DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at a above address and should be corrected. Please notify this office when rection of work is completed. If you have any question pertaining to this ma or need additional explanation, please contact this office immediately. jrZ5 410/1// iI,/f /.-,-; -W t ti f �11u1 .✓� ,%lb's f,u�G i ?" %�. i ��s %n �i/i 7� ,vr ,✓sig >'/ '4"" l , .� ;l..✓Js 'f .'Orif /,-. - P/ 0*212 t60 > ��� f� �£4o' r� A� wG 7.r Inspectors �/% Date&" COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Ghico— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 �- CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance eicist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte , .or need additional explanation, please contact this office immediately. ev, /i� ' ''z Cali /,vs7//fes/ E%T Cum/,�.oT %- X 111 z S n- /,/ // ss�✓1 ol 6;, Flit 15e yo 6Ar) 8'z- N / Inspector/� Date��`�z. COUNTY OF BUTTE - DEPAr97MENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Ca' ornia 95965 - Telephone 916/534 41 ' SCQ APPLICATION AND PERMIT // _ A ASSES R PARCEL NUM13ER ZON NG BUI DI PERMIT OWNER �o�sz7 TELEPHONE SO. FT. O C BUILDING VALUATION OWNER'S MAILING ADDRESS 0t?1,0,k1 / '/4S ,5V 3S CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER "4111F LICENSE NO. 1 Plan Checking Fee ,$ le�o Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ` Ti CY PLUMBING PERMIT9 Filin Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 S� Water piping v 0o LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USEOF�TURE SF Duplex❑ Mobilehome Other ❑ SPECIFY Building sewer Q� Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe work: Permit Fee $ zv Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service DDDV OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 D NEW CONST. DWELLING OCCUP.$) OR ADDNS. ACC. BLDGS. / 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): ElNON.R I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification ❑ i, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR •OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS NEW CONSTR. I POWER APPARATUS D ESID. SINGLE OUTLET CIR. s0@ZaC Ex. Occup OUTLETS OR FIXTURES BAL@100 Ex. Occup.(OUTLETS XED P(RESID.)REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Pernit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor P I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I al ee to save, indemnify and keep harmless the County of Butte against all I bil ties, judgments, coM, and expenses which may in any way accrue aint id County i nse u nce of the granting of this permit. X Date [ ❑gent ❑ Signature of Applicant 1—) Owner C ract�'p An OSHA permit is required for ca anon anddemolition or construct- ion of structures over 3 stories in he $ a TOTAL PERMIT FEE $ Occup. GROUP I TYPE OF CONST. P ;;�OCL PD HD IS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which Dt TOp OF UBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date if I'D lfi,b Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, P NK -INSPECTOR, a LDENROD-APPLICANT n b+w_ 7%..1 --4. f i , `'y' `1 %i" t v 51-1�1 R_ 1, 1— a ad %_ %ec .~.. . , t 't t J w as t -c . _ ..... *,�_ , m.,, -ExlG Utility conne tions shall be within' r 4:ft, of the mobilehome, either directly behi dor within the rear - half of the'r dside (left) of the m�6ile 6 This set 6f plans and specifications MUST be kept an the job at all times and it is unlawful to t oke any changes or alterations on same without written permission from the Department of Public A6 T:*C1.?. N 0+4ta Works, County of Butte. - �- -� A permit will be required for the (1 installation of the mobilehome. vP Z 4 �Zf ..EN, 1 Z T L!3_ G, VC %fig NOTE; --AI) Materials & Workmanship -Shall Be in Accgrdance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanical Codes and bhe National Electrical Code. A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall bQ clear of structures or equipment except for a 2 ft. eave overhang. BUTTE COUNTY. BUILDING DEPARTMENT 1 �I `� � v '� �� 1 '.'.' 0/v �,. � w � `+A i.+. ��. Yti' • { •. 'i ` �n.� A'�-e ..r . .. - . w... �s,. _ _Now, onnections shall beNAIn 0 4 ft. of the mobilehome, either directly behind or within th rear half of he roadside (left)'o the 0 0 mobile T_ RA I LAVE K r_x I � J..N_� G� ,C_. AI CD . T-6: L�f' 40 N S H 947 0 J V/ w (_--0`'/ p4j M P _ This set of plans and specifications MUST be kI f I EY,IZTI_NG moTE;.—All VafeAals & Workmanship Shall Be in Accordance with Recoqnized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanical Codes anal the National Electrical Codes ept on the fob at all times and Ft M un aw u to magi,, anv changes or alterc+tions on some without written permission from the Department of Public Works, r', ^+v of Bu#e. A setback of 5 ft. from the— Property lines and a setback of 50ft, from the road Conterllne shall be clear of s#uctum or equipment exCepl for a 2 -h eave overhang, 4 UZ� I/ L AGRICULTURAL STATalENT OF ACKN-EDGEIIENT FOR RES IDENT IA?-.. DEVELOPMENT p2--Fe�2_ X766 Sec't,on 26-M of the Butte County Code requires this acknowledgement 'JFF�C'A_ gUT1E CoU"!TY- be recorded prior to issuance of a building permit. Rc� L;� . ' :3" 'Elie property described herein is adjacent to land or included_ UL 23 (�33 pI� -\,i-thin an area -zoned for agricultural purposes, and residents of -J this property may be subject to inconveniences or discomfort arising- ELE NOR M.BECKER from the use of agricultural chemicals, including, but not limited Co- �,e��tOER pesticides, and fertilizers; and from the pursuit of agricultural operations including ffE but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, -and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared -to accept such - inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date : f State of 2- A � ) SS. County ofV.''�. ) OFFICIAL SEAL I` ( �;\ D SMITH I 1E,n�a�1 NOTARY PUBLIC - CALIFORNIA �1- ; I. YOLO COUNTY =� 1-4y comm. expires SEP 19, 1983 On this the day of - , 19 before --me, the undersigned Notary -P blic, personally appeared known to me to be the person(s) whose name(s) �2 subscribed to the within instrument and acknowledged that •e executed the same for the purposes therein con ained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public EXHIBIT "A" DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL ONE:. The North -half of the Northwest quarter of the Southwest quarter of the.:Southwest quarter of -Section 23, Township 24 North, Hange 2 East, Mount Diablo Base and Meridian. EXCEPTING THEREFROM all County Roads. PANCEL TWO: A PORTION of the Southwest quarter of Section 230 Township 24 North, Range 2 East, Mount Diablo Base and Meridian, and more particularly described as follows: BEGINNING at the Southwest corner of said Section 23 and running thence North along the West line of said Section 23 to the North line of the North half of the Northwest quarter of the Southwest quarter of the Southwest quarter of Section 23, Township 24 North, Range 2 East, M.D.B.k M., and the true point of beginning for. the parcel herein described; thence from said true point of beginning continuing North along the West line of said Section 23,. 132.00 feet; thence Easterly along the South line of that certain 35.00 foot strip of land conveyed to Clarence M. Shanks, 660.00 feat to the Southeast corner of said 35.00 foot strip; thence South parallel with the West line of said Section 23 a distance of 132•.00 feet to the North line of the North. half of the North- west quarter of the Southwest quarter of the Southwest quarter of Section 23,_Township 24 North, Range 2 East, M.D.R.k M.; thence West along said North line to the point of beginning. i - O I I! 24 R 34 PRO(TW ON N0. 1000" CLUMPRW o. } ------------- I a