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028-100-030
bfaldcpm en 028-100-030 PERMIT L#�97-24 7 WILLIAMS, Eleanor M. Silver Fox Dr., Bahgor 7 Cont: Mel Kasper --11 New Single Family 028-100-030 PERMIT#97-2504 WILLIAMS, Elleanor'M. ((Z) Silverfox Dr 1,*B jor Cont: Mel 6�,er kW New Pri Det Office/Garage RESIDENTIAL 028-100-030 PERMIT -#97-2457 {► WILLIAMS, Eleanor M. >. (�y(�'Silver Fox: Dr., .Bangor k - Cont: Mel Kasper tPERMIT NO. a [New•Single Family ` PERMIT EXPIRES ?!OWNER f CONTR. �r�ASSESSOR PARCEL V=OKr , O = Not OK = Not Applicable . =Not Ready MOBILE'-HOMES,Y, Date MOBILE HOME UTILITIES (Plans).OK except #'s T. V Zoning Requirements -Setbacks - Easements- _ 2. Soils; Special MH Support Sketch, Y 3.- Sewer, Location-Test-Fall�C/lD-Concrete' 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locatiori-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;'/ . ii'ft. / /Nat -or/ ' /° _y /LPG' 7. Well Clearance & Disconnect .. s 8.' Utility Clearance r- 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; Sit�pacing•Marriage Line 3. Gas; MH Test Demanda/alve-Connector 4. Electricity; MH.Test-Crossovers-Breakers Clearances 5.. Drain; MH Test -Fall -Flex Connector - - .6..Water; MH Test -Regulator -Connector;- - .7. Water and Sewer -Connected -C/0 to Grade -HD Approval s 8.. Gas and Electricity Tagged 9. Tie Downs-Type-In#sllation Cert. .10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. P,emtanent Foundation Only: License Decal - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 E f. .MISCELLANEOUSf --- -- - Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s - 1.. Zoning Re,quirements Setbacks -Easements'. ' _ _ » 2. Footings; Soils-Size-Depth•Spacing-ConnectorsSteel ,' 3. Decks; Girders and/or.Joists-Deddng-BracngStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors' Shthg.-Rfg.-Bracing.-._ _ 5. Alum: Awn.; Columns-ConnectionsSplice-Decal-Enclosures - 6. Carports; Windows -Doors. 7., Electric - 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses -.. 9. Siding; Nailing leneerSUx"esh 10. 1� 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;CompactionStructurd4t4bility,. -3. Pod Structure; Steel- onnections-Thickness - Dead Men -Lining, , , . '"-4. Elec.; Receptacles and L' ighting,,Distance-GFI, S. Elect; Pool Ughting;',15Volts-GFI-' ., -1'_ 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed r : 7. Elect; Bonding; Metal wX-Cir:ulating Equip. -Heater' 8. Elec.; Grounding; Equip. w/5 Circulating Equip. Pod LBhtq. - Boxes-Enclosures-Panelboerds-Ins. to Mein iri Conduit - 9. Health Department Approval 10.- Plumb:; Cir. -Test -Water SuppN Test - 11. Light Nk he Date - Card B-1 -_' Date, "' , i Card B-1 Date - Card B-1 Date`Card B=1 ✓ = OK 0 = Ngt OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date lo, UNDERFLOOR (Plans) OK except S's :j jf,_'h4 / Ftg., Main; Soils-Elec. Gmd. / P Fig. Depth tg. Garage; Soils-Steel-Elec. Gmd/ r Ftg. Depth . Porches & Decks; SoilsSteel-/ /" Fig. Depth temwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped \IwHoki Downs and Special Anchors -_7. Slab, SteeWVrapped �,,Piers¢ireplace Ftg.Steel 9. PAV; Fall -Fitting -Test -2 Way CXISewer Test LAT UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Ple &. 2 Iectric Underground CJ 13: Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Agx& & Ventilation 1 Insulation Date-A%_4L+ "'7f Card B*1`L(1 . Date Card B-1 Card B-1 f-7 - j Date Card B-1 Date x ' PLUMBING (Permd) OK except #s 7._Water Hb:; Vent -Access -Combustion Air Baffle � . Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection x -20. -Shower Pan; Test, First Floor -Tub Access 21. est Tub & Shower, Second Floor -Tub Access . Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #-s \ .WFgture & Transformer Clearance -Ins. Protection & Switches at Doors N/25..oSize Boxes & No. of Conductors Stabled omex Installed Close to Edge of Studs & C.J. 27. quip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in'tchen & Conductor Size GFI 29. Subfeed Wire Size / ga. Cu .C. Wire Size/ /ga Cu or Al 30. R�an�ge Circ. / / giirCu or AI -Oven Ciro. / / ga Cu or AI J,1e� Neutral p Yes Q No vell- Se Riser Conductors & Ground -Main Disconect E . Clearances Panels -Motors -Meeh. Epuip. es Closet UghtShower UghtSpa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except We A.C. Ducts Insulation & Support a _--W-Vent Fan, Exhaust above insulation 7i17.'Condensate Drain & Overflow, Size & Grade umance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JWkMING (Plans) OK except #s Sits Proper Materials & Anchors W tuds-Nailing Spacing & Braces -Plates -Sound aring Walls over Girders & Floor Nailing 43rpft Stop in Walls (rat proof) AW -6 Stops, Furred Ceilings -Stairs -Chasers -Tubs *_,*'leaders & Beams -Size & Bearing Date FRAMING (Corkinued) 46yHangers-Post Caps -Anchors -Connectors 4!,,eling. Joist-Rftr. Ties-Purlin-roN Brac.-TrussShfing: Rfng. place Ties or Type A Flue -Fireplace Throat clearance 49 ' Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions �--S . arage Fire Protection Framing 52. Emperty Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits s; Width-Headroom-Rise-Run-Landing-FireProtection .,Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Sidino-Nailina Veneer -.---JTrBtucco Mesh -Drip Screed -Fd. Vents-Underflr. Access E_ / Exterior Wall 61 Date; Card B-1 Date Card B-1 Date `s Date and B-1 Date Card B-1 FINAL (Plans) OK except 8's 63. �s-Door & Sidelight Protection -Landings �raoke Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Ga ; Above Floor-Ducts-Mech. Protection Exiting Bath Fixtures & Tub Access -Spa 68 . Trim & Subpanel, Breaker Sizes & Labels 69. irs & Rails 70. Fire�Stove, Clearance -Hearth lec. Outlets at Wood Panel, Int. & Ext. 72. at. &Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. OudetT& Rece ticales at Kit. Counter dA -13 -5 -rage Fire Door; Swin-Landin -Closure 75. A.0 cn Gara a -Dam Wtr. Htr.; learance-Comb. Air Connector-P.R.V. arage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mach. Equip. listed for Location 78. Elec. Receptacles in Garage G.F.I. -Romex Protection 79. Insula' m -Looked in Attic uard rails & Deck Construction -Post Caps 81. Fdn. VBent awl Hole Door Drainage & Wood -Earth ance Looked under Floor p Yes Following InsV.&rive 0 Yes Q No/1Nalks 0 Yes 0 No/Planters 0 Yes 0 No 83. P -own -Finish A.C. Unit Disconnect, Electrical -Plumbing 85. Vents oof, Plbg-Appliance Fireplace Clearance to Openings ,� ater Well, Disconnect, Electrical, Plumbing 87. Exterio , nm, G.F.I. Receptacle -Underground jAe-Ve-ritilation Throught House 89.,Glass Pro 'on /90. actions from Previous Inspections 91. Gas Test- agged, Gas -Electric r & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Da Card B-1 Date Card B-1 Dam Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE e BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 9-7-.-q57 OWNER PERMIT NO. r A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. lf? ,20have any questions pertaining to this matter, or need additional explanation, please contact thy.office immediately. 4- daeA � r ijrta i.d /I 'o,u p v �:,f � cv � .•v�owf Date Inspector, REV 10192 '�' }�.:- ''(liy'_. � a �.r--: ,� �.a t r.+. �—4'i,t,-'sry �,c '—'�'�!`��.+�-►�.�.i.�f'� �`�,�`� 1� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE (t); Al OWNER PERMIT NO. • 9 A routine inspection indicates that the following violations of Butte County Ordinances exist at j the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, R please contact th' ice immediately. t` !irS U. / /T ID .s a Date _�— $� 9� Inspector &55G REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING,04VISION ' 7 County Center Drive - Oroville, Califol'nia�95965 - Telephone (916) 57541 PERMIT NO. (Rev. 12/96)' APPLICATI014AND PERMIT ASSESSOR PARCEL NUMBER" '2o:k ' 028-100-030 A 5. BUILDING PERMIT OWNER ELEANOR M. WTLLTAMq NE SO. FT. OCC. BUILDING VALUATION 1677 R 90,558. OWNERS MAILING ADDRESS 372 COV 4,836. CONTRACTOR'S NAME MEL KASPER TELEPHONE 1675-2726 CONTRACTOR'S MAILING ADDRESS PO BOX 970 BROWNSVILLE, 99919 CONSTRUCTION LENDER Fireplace "A" 1,500. LENDERS MAILING ADDRESS ' Total Valuation $ 96,894. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 626.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 406.90 BUILDING ADDRESS 0 qTT.VFR FOX 'DR Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,075.90 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF,Y] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New 4 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: c�� Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos °oa mss 23.00 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. x 'i 6, License Class 6 Lic. N. -A41.9 (7 �( �j -` OWNER -BUILDER D LCE ARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUPS° OR ADDNS. ( a ACC. BLOB. . 3.5dFT: 58.70 NEW CONST. MULTI.OUTLET NON-RESID. ANC CU @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. zo p ,.00 Ex. Occu OUTLET OR FocruREs BAL p 50 Ex. Occup. OUTLETSRLNS OR P 5.00 ES D.) EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 101.70 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com ensation insurance carrier and policy number are: Carrier_5'' ,4 �- �a2f�o. //VS PfF C' P fcy!(/c/ Policy 11triber -Y12 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ( Date f�� Contractor ❑ Agent Si ture of Applicant - OKcay. An SHA permit is required for es over 5'0"deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 1 20.00 Heating 1 15.00 Cooling 15.00 Hood 6.50 1 6.50 Ventilation PERMIT FEE $ 6,50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1,423.10 HAZ. D. FEES IMP Y FL OD CDF X PARCEL Y PD X HD X 5SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work in dic bove for h� h fees have been paid. , �^ , - Z7•-12 By /""' �+ Date PERMIT EXPIRES ON 1' 21, qq Date Receipt No. 231171 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN AOD-APPLICANT SS«iwer•+tri'.'.�/'�:a�,,�-�,i3'��``.�-L..z.'i*,rj.�flia.�s�%�+'t'��'!+ Ae�""' ♦•'CO If,YOF BUTTE -DEPARTMENT Of UEV LOPMENTSERVICES - BU DING DIVISION x 7 COUNTY CENTER DRIVE- OROVILLE; A95965 - TELEPHON 916) 538-7541 .�` PERMITAPP10N DATASHEET OWNER 6 Wt (tA,c-•w"5 _ A. P. No. Proposed Building Use NUJ –SOL Building Inspector it ' Date %3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY - All items have been submitted. ....... Plot plans,4 s , signed by preparer of plans. ... h1 o✓'e, ...... 3. Complete plans; sets, signed by preparer of pla... . 4. Engineered 'plans and calcs, 3/4 sets, with wet signature on plans . ............. 5 Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. .... gineered truss details and layout in duplicate (required prior to plan check). ... . Mobileho data and -manufacturer's installation instructions, 2 sets. ........... ees of $ �: (D . ..... . ...... . Impact fees as shown on attached schedule. .... ���1 ....... ~ California Department of Forestry plan ai v /fees..�'!^�/. ! // Flood elevation letter (100 year flo byifo gineer.Nlk . .Q -rt ��;W 7 Sanitation and plot plan approvalHealth Department. .....�,..... ` 15. City of Chico plumbing permit . ................................. ........ . 16. Plot plan -and business license approval from City of Biggs/Gridley. .... ........ 17. Planning approval for (A) Use: (B) Parking: /. ..... . Contact Land Development about (A) Improvements (B) Drainage. .......... Driveway permit (construction approval required prior to occupancy). . . Pre -inspection for required. . �oe�ia s nsp� (Date 21.esT Contractor's license information. (No., Name Style, Classification).t ........... 22. Certificate of Workmans Compensation Insurance . .............. :..........:. 1 *Owner -Builder Verification (Given to owner , Mail to owner .:::::..... ,Recorded copy of Agricultural Acknowledgement Statement. .. 5. Letter of signature authorization.77 . ........................... ............ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. :... . 27. Letter of intent on building use. ............ 28. Mobilehome utility clearance . .............1 ...................:....... . 29. Documentation of legal access. .......,...!. ..........:...............:... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... ............. 31. Existing violations/expired permits . ........................ ................ ' 32. Plan checklist . ...... ....................._ ....................... . 33. --'^34. R I —� W n you issue the permit, process as follows:, Mail to owner. Mail to contractor.. Telephone 6 %S'�'1itb a d hold for pickup at , Y ,� office:' Deliver with inspector. Other Parcel Creation r. Acreage y r+}+��, Applicant� G'�% Date Copy of Haz-Mat form sentHealth Dept. Fire Dept. Air Pollution Date Copy of plans sent V Health Dept. Fire Dept. Other Date By The following data,must'be submitted pr oi` i anc Circle new item not checked above). 1. Index permit for above items No. 1 _ 2. Additional,items required: ~ Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Plans checked by Date Plans approved by r Date Sets of plans on hold in File cabinet AP folder � t'�V t60 GJ Copy - Department of Public Works • 1 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SEkVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILIE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 0BUILDING PERMIT FEES - Balance Due ................ $ , -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ "2. CHOOL DISTRICT FEES 4(r� , paid at District Office) OHERIFF FEES (paid at BuildingD' .ision) esidential ........ 36 06— $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) . . RA FIRE INSPECTION AND PLAN CHECK $8 .00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # d� 2.1? —/DOS- 03 v DATE / REC # DATE REC CI'7 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 3 - i Original -Owner Copy -Building Div. (Rev. 12/96) LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH ' PERMIT CLEARANCE Building Permit No. OWNERS NAME: ��// _ L �. //l.�� NUMBER::- D NT LAST NAME FIRST COUNTY ZONING Q �" / DESIGNATION: r 1 ✓ FLOOD ZONE: FLOOD MAP: 6006 APPROVED: CONDITIONALLY APPROVED: RESOLVE•PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR • MAP IX 2 01t (114<- DEED INFORMATION: 51Lt,ere fox D/2 ppvi) DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMM EN TS/CON D ITIO N S: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: Q DATE OF RECORDING A '7190 LOT 7 BOOK 75 -PAGE AL— �/ COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _, / NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Construct road to B: Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG.D/V/S/ON UNLESS OTHERWISE NOTED. x1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. �4. Maintain a 100 ft. leachfield setback from all exisfiRg-wells. SO VT IA- Ao N Cu -r c-r-eeK X5. Maintain a _6 0 ft. leachfield setback from N ATV 1Z k (, ORA-! \J S 6. Pay water tender fees in the amount of S to Battalion Number of the Butte County Fire Department. A7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish an'd Ga a for vegetation removal. Contact Fish & Game at 916-355-7010. ,f t _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the P18mlin9 Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. S5-0 % S'M S S 1:7 012- t=/AS 22. 23 24 25. 26. 01 iN3Y9d013A30 (INVI '!,6G i0 A1Nn00 1.561 Z l AN a3AI333a LD 7196 CAWP51 TORMS.K\BLDGPERM.CLR R.H.U Plot Plm Amchad Plow PLn AMwW Seal to B.D.; % 11 TO: Building 'Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ � L,C W � 1{IN X It Owner � Location AP1i Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom home Other Hold MAT for: Final clearance O.K. -0 v A/ dz'- 'Z'- �8 Environmental Health pecialist D Q ie� . 1 • 1. Y Eleanor M. Williams 2025 South Juniper St. Escondido, CA 92025 760.739.8224 December 4, 1997 Butte County Building Dept. Plan Checking Dept. Attention: Martha 7 County Center Drive Orovi l l e, CA R5 cw; Re: Building project for Eleanor M. Williams Parcel No. 028-100-030-000 Dear Martha: My contractor, Melvon Kasper asked me to send this letter regarding the intended use of the library area over the garage. This study area over the garage at the building site will be used as a personal home office and library. It is intended as a private area not open to the public. It is acceptable for the stove/oven in that area to be deleted from the plans. In addition, we will not sleep in this home office/library/study area. Let us know if you need further information. Sincerely, 'm . GJ Eleanor M. Williams ULU 10 1997 BUILD.1i" Q I IS iON BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM y (One form per Bulldl'ngi' IG..i_ ' School District 1pV r'� Building Department No. A.P. Number CO;Lg —/ 00— p 3 Q Jurisdiction: City County Property Owner E"` , 'a , (,,t ) - r G, 0, /tet, S Property Location/Address F (_ aVF QS.2-040aw Subdivision -• Lot No. Residential Development E Sq. Footage to 177 No of Living Mobile Home Addition (Group R) Units Installation ' Commercial/Industrial Sq. Footige New Addition (Including Exterior I FA Building Department' Representative Di trict Identification No r treet Address) (City) has complied with the requirements of representing <r School District Representative Paid by Check # oor Plans reviewed RA071 ool District Roofed Areas) Date School District Personnel) 1h. tifi s that (Applicant) Vz L, � . (Phone Number) (State) (Zip Code) No. ©�1 by payment of S square feet. A 2926 n $ TION Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, In compliance with Government Code Section 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 Environmentaf Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm 161 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 97-044779; Rec Fee 5.00 1 IHF 2.00 Recorded I COP 1.00 Official Records I Check 8.00 County of I Butte I Candace J. Grubbs I Recorder I 2:41pm 24 -Nov -97 I PUBL XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to hc.+ic.ides, pes+ cities and fer0izeM.. and from the pursuit of am iculhu-al onerations including. but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such 'i-=venience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 7, as shown on Parcel Map of a portion of Sections 12 and 13, Township.17 North, Range 4 East, and a portion of Sections 7 and 18, Township 17 North, Range 5 East, M.D.B.& M., which Parcel Map was filed in the office of the Recorder of the County of Butte, State of California, JanuarX 17, 1980 in Book 75 of Parcel Maps at pages 58 and 59. TOGETHER WITH AND RESERVING THEREFROM easements for roads, public utilities and waterlines as shown on said Parcel Map. Date: r) 4)v, a 0 , 7 PROPERTY OWNERS: State of California ) County of 5 a u a 0 29 ) On I(- -, '�(7 before me, personally appeared 5- \ k. �•`���-w g -pessanak lmo9vn to(or proved to me on the basis of satisfactory evidence) to be the person whose name„() is/subscribed to the within instrument and acknowledged to me that-lidshe/the3reaecuted the same in W/her4hel"r authorized capacity0es), and that by h>s/her/t}W signature( on the instrument, the person(sfor the entity upon behalf of which the Person acted, WITNESS my hand and official seal. m DEBORAH A. LIMA COMM, #1180389 CQ� NOTARY PUSUO-0AUFORNIA "1 Signature y MYCann►Il w�a00 poor A.0Pg-/0 -a1U NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. -1 Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. —1 iegai description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space Is required). - 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) ADP * ALLSTYLE * SUPERIOR _ ARI Referenge Numbers and SEER Ratings :.3484 7718 - gg TRANE BRAND COIL - M §A FURNACE SEER ARI TTBO18C AQP HA10436C 9204 - TTP036C 11.00 ARI TTB024C ADP HA10436C TTP042C. -ADP 11.00 ARI TTR025C ADP HA10436C ADPHA15460C X 11.00 ARI TTB/R030C ADP HA16436C X X 11.00 ARI TTB/R036C ADP HA10436C X X 11.00 ARI TTB/R042C ' ADP HA15460C X 12027 11.00 ARI TTSIR048C ADP HA15460C X 11.00 ARI TTB/R060C- ADP HAI 5460C X ADP 11.00 .i. 8839-. �._.• -_. TTN018C - ADP-----------HA-10436-C---- ADP 12.00.1-; ,". 7715 TTN024C ADP H1043C X - - 12.00 7716 TTN030C - ADP HA10436C X 14.00 12.00 7717 TTN036C ADP _ - - HA10436C- X 20539 12.00 - s:_3462_�:--..-_.....TTN042C_. _ }IADP - HA15460C X - _- __ -- -- - - 12.00...- 8332 TTN048C ADP HA15460C • X ADP: 12.00 �.. 4324 TTNO60C ADP HAI 5460C X HA12436C X 11.00 _ 7TP018C ADP _ HA10436C X - _-- _ --- _ _.-_ _. ` 13.00,Y :.3484 7718 - -17P024C - ADP _ HA10436C X 13.00 8221 TTP030C ADP HA10436C X 13.00 9204 - TTP036C ADP HA12436C X 13.00 -- 7784 TTP042C. -ADP HA15460C X _ - 13.00; 7786 •TTP048C ADPHA15460C HA15460C X X 13.00 8225 TTP060C APD HA15460C X 12.00 9993 ADP HM93460C 12.50 7015 TTX018C ADP HA10436C X 13.00 4248 TTX024C ADP HA12436C X 13.00 9987 TTX030C ADP HA12436C X 13.00 11721 TTX036C ADP HA12436C X 13.00 8217 TTX042C ADP HA15460C X 13.00 8218 TTX048C ADP HA15460C X 12.00. ARI SUPERIOR V8060 NTXV X (UP/DOWN ONLY) 13.00 8219 TTX060C ADP HA15460C X 11.00 ARI SUPERIOR V8060 NTXV X (UPIDOWN ONLY) 12.00 12027 TTY018A. ADP HA12436C X 14.00 20537 ALLSTYLE AS24A284T6+V (UPIDOWN ONLY), 14.00 12026 ADP HA12436C X TUD080R9V3H 16.00 7056 TTY024A ADP HA10436C X 13.00 12031 ADP HA12436C X TUD080R9V3H 13.50 20538 • ALLSTYLE AS24A284T6+V (UP/DOWN ONLY) 14.00 7072 M030A ADP ' HAI D436C X 13.00 . 20539 ALLSTYLE A336A301T6A+V (UPIDOWN ONLY) 14.00 12029 ADP HA12436C X TUD080R9V3H 14.00 7085 TTY036A ADP: HA10436C X 13.00 12030 ADP HA12436C X \ 13.50 20540 ALLSTYLE AS36A301T6A+V (UPIDOWN ONLY) 14.00 12033 ADP HA12436C X TUD080R9V3H ':4.00 7097 M042A ADP HAI S460C X 13.00 20541 ALLSTYLE AS48A4Y4T8+V (UP/DOWN ONLY) 14.00 12037 ADP HAIS460C X TUD100R9V5H 14.00 ARI ADP HM93460C X TUD100RSVSH 14:50 7109 TTY048A. ADP HA15460C X 13.00 9249 ADP HM93460C X 13.50 20542 ALLSTYLE AS48A4Y4T8+V (UPIDOWN ONLY) 14.00 12038 ADP HM93460C X TUD100R9V5H 14.00 20543 TTY060A ALLSTYLE AS60A4Y4T8+V (UPIDOWN ONLY) 12.00 ARJ, ADP HAI S460C X 12.00 AR( ADP HM93460C X 12.50 PAGE 26 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: zaiYt © r Gfi/'Yt , BUILDNGPERMITNUMBER: U - ,�? 7 S 7 PLAN CHECKER: WSJ �� A.P. NUMBER: O 6 10D - D30 GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Euisting violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. OT PLANA: 1 Complete parcel size and dimensions. Setbacks, side yards, easements, etc. -_ Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). i'7!- F.A.U. & F.A.S. road setback. ,8� Building or utilities across lot lines (Record form). FLOOR PLANA: il! Complete to scale plan with dimensions. �! Required windows for light and ventilation (Section 1203). Jf Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). 5.Glazing in Hazardous Locations (Section 2406). r ' Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). �-1•-(/ Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildin s Section 2326.5.4). 2. Standard bracing or engineer est c ion 2326.11.3). Clerestory requiring ba oon ammg and/or engineering. Three story building requiring engineered calculations and plans. f.,� Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. .Y2-- Stud heights. MAdobe soils - special foundation design. Retaining walls requiring design. 1 Special Inspection requirements. 16. Header size. June 1997 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). ,a: Brick or stone veneer (Section 1403). ,4' Exterior plaster - weep screeds (Section 2506). ,S' Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. A� Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). 13 // Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 1 3 Energy design. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: -- Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers � i f June 1997 3.2 C,,� ; s4 A ,me, l 1 y v, n Sol a/` S ��® Eau OF ANL EASE�E�� � gTF�uOivas L Aso EAV Tt�e StiI)E AW) OVER" Or- 0LjtAes AO A SFT gACf�Oey �A'(HEfk�EA�iCE�TEFQ►-SES FORA2 h � P_�F • Gea as s`"� ���;�i�o�s � QaPpCo �ea��;h hF �`• �1 a �a g 1 vo �e L,011 b"a CDF FIRE SAFE REQUIREMENTS —to - 3 y 117 — G✓/ AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. ( 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards V1273.02 Surface. All driveway surfaces and structures (bridges, \ 1273.07 culverts and other app.-,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [Xj 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3., AP # PERMIT # NAME [k] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall. provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (�(] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than the roadway it serves. [7(j 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall.ba completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 �S- /D - 30 AP # PERMIT # Other Requirements [ ] If Building -Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 reg 041 w, plova ► > > .� �o� .e d m-,e ek ,A, 4 x e c4to . Pre- rl �'- Permit Applicant _ Permit Number: Assessor Parcel Number: ! Date: The above referenced building . plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: l ! If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and ,1:00 P.M., Monday through Thursday. 3 r � 4 f � . t ! 1 l ! If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and ,1:00 P.M., Monday through Thursday. I December 23, 1997 STRUCTURAL CALCULATIONS FOR WILLIAMS RESIDENCE AND DETACHED GARAGE OWNER: PROJECT LOCATION JOB #E97-061 7 Eleanor Williams Butte County, Calif. Butte County, CA STRUCTURAL C 6 7 C 661 Exp. 3-31-917 `F F TIONS BY: ROBERT W. ESTRADA R.C.E. #C040661 HOUSE PAGES 1- 12 GARAGE PAGES G1 -G12 -Wpm ILI CACW, /Un6. -TOW M O' I 3,-,. T I paj•3psr �1 21 3 1,E LF ISS! G rJ s Aid, Nr, Far= S�ojc r x - 534 -36S 4xl w� N-TTZZ 1012 A? TF44e � 1 IZEC. I Z Uri �.0 "j12 U55 TV, tt 4sSrf ori R- 7.7 a 7y I 4521741' >z�r PLY, jZ �v x �= 24a Ilio 3/,Z -LAa-.41. ZPSlimoy paj•3psr �1 21 3 1,E LF ISS! G rJ s Aid, Nr, Far= S�ojc r x - 534 -36S 4xl w� N-TTZZ 1012 A? TF44e � 1 IZEC. I Z Uri �.0 "j12 U55 TV, tt 4sSrf ori R- 7.7 a 7y I 4521741' >z�r PLY, jZ �v x �= 24a Ilio 3/,Z ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 L.__I►�� g PH. (916) 674-1681 FAX (916) 671-5257 PLYWOOD SHEARWALL DESIGN LINE B N Date: 12/22/97 Page: LATERAL LOADS Rebar Cover = VERTICAL LOADS Right of Wall = 4.00 ft #3:Strut Force at T.O.W. 2000 psi = 6854.0 # Fy = 40000 psi DESIGN DATA Min. As % = 0.0012 SUMMARY Total Vert Loads = 11310.0 Plywood on One Side Only Thickness = :.24.0 i ,i USE.......... 0.5 in Plywood Applied To 1 Side/s Lateral Load Applied Toward ->>> Plywood Grade is Structural II - Right- Required Nail Size = 10 d Req'd Nail Spacing = 3.00 in 6.67 ft Nail Size = 10d 0.00 psf Req'd Field Spacing = 12.00 in = - . 0.00 psf Sheathing Thickness = 0.500 in Shear Wall Capacity = 600.0 plf x 1 Sides = 600.0 plf Mn @ Right Face Of Wall Stud Spacing = 16.0 in Actual Total Shear = 6854.0 # Required = 596.0 plf Least Dim. of End Post = 3.50 in UPLIFT CHECK Moments about lower: ..Left.. ..Right.. = 89.44 psi Seismic Factor for Wall Wt.= 0.186 Overturning Moment on Wall = 61686.0 ft-# 61686.0 ft-# Resisting Moment Nominal Sill Thick. = 2.00 in Resisting Moment From Vert. Loads = 0.0 ft-# 0.0 ft-# = 1.46 Wall Length = 11.50 ft Uplift @ End w/o D.L. reductions = 5364.0 # 5364.0 # Wall Height = 9.00 ft Sill Attachment Use 1/2 in Anchor Bolt @ 17.00 in o/c Wall Weight = 0.00 psf Use 5/8 in Anchor Bolt @ 26.51 in o/c Ht/Width Ratio = 0.78 Use 3/4 in Anchor Bolt @ 37.49 in o/c Footing Design... Reinf. Area @ Left = (0.605 in2 Shear @ Left OK Reinf. Area @ Right = \0.605 in2 . Shear @ Right OK FOOTING DESIGN &ANALYSIS Footing Size... S V ' c 6 Z °" Left of Wall = 4.00 ft Concrete Weight = 145 pcf� �t71 tC Wall Length = 11.50 ft Rebar Cover = 3.0 in Right of Wall = 4.00 ft f'c = 2000 psi Overall Ftg Length = 19.50 ft Fy = 40000 psi Min. As % = 0.0012 Footing Width = 2.00 f `, Total Vert Loads = 11310.0 # Thickness = :.24.0 i ,i Kern Distance = 3.25 ft Lateral Load Applied Toward ->>> - Left - - Right- Ecc. of resultant @ footing CL = -6.67 ft 6.67 ft Soil Presure @ LEFT Side of Footing = 1222.49 psf 0.00 psf Soil Presure @ RIGHT Side of Footing = - . 0.00 psf 1222.49 psf Mn @ Left Face Of Wall = 12705.97 ft-# 4872.00 ft-# Mn @ Right Face Of Wall = 4872.00 ft-# 12705.97 ft-# vu/.85 @ 'd' from Left Face Of Wall = 7.01 psi 2.49 psi vu/.85 @ 'd' from Right Face Of Wall = 2.49 psi 7.01 psi Allowable Shear = 89.44 psi 89.44 psi Overturning Moment = 75394.00 ft-# 75394.00 ft-# Resisting Moment = 1102 12 * 50 ft-# 110272.50 ft-# ...........FACTOR OF SAFETY = 1.46 1.46 %L+wIwv V4.46 (c) 1983-95 ENERCALC Estrada Engineering, KW060429 � s,S .#t ! I � I �i 155 ?amu 3 �GaFAtX b w pSSA v.40! 0 i ESTRADA ENGINEERING �� Z 728A PLUMAS ST. YUBA CITY, CA 95991 PH. (916) 6741681 FAX (916) 671-5257 Date: 12/22/97 Page: PLYWOOD SHEARWALL DESIGN LINE 6 LATERAL LOADS VERTICAL LOADS = 145 pcf #3:Strut Force at T.O.W. Rebar Cover = 1567.0 # = 3.00 ft DESIGN DATA = 2000 psi SUMMARY Fy Plywood on One Side Only Mn @ Left Face Of Wall = USE.......... 0.5 in Plywood Applied To 1 Side/s = 0.00.12 Plywood Grade is Structural II Total Vert Loads Required Nail Size = 10 d Req'd Nail Spacing = 3.00 in = 21.0 in Nail Size = 10-d Req'd Field Spacing=, 12.00 in 1.45 psi Sheathing Thickness = 0.500 in Shear Wall Capacity = 600.0 plf x 1 Sides = 600.0 plf 89.44 psi Stud Spacing = 16.0 in Actual Total Shear = 1567.0 # Required = 522.3 plf Least Dim. of End Post = 3.50 in UPLIFT CHECK Moments about lower: ..Left.. ..Right.. 1.53 Seismic Factor for Wall Wt.= 0.186 Overturning Moment on Wall = 14103.0 ft-# 14103.0 ft-# Nominal Sill Thick. = 2.00 in Resisting Moment From Vert. Loads = 0.0 ft-# 0.0 ft-# Wall Length = 3.00 ft Uplift @ End w/o D.L. reductions = 4701.0 # 4701.0 # Wall Height = 9.00 ft Sill Attachment Use 1/2 in Anchor Bolt @ 19.40 in o/c Wall Weight = 0.00 psf Use 5/8 in Anchor Bolt @ 30.25 in o/c Ht/Width Ratio = 3.00 Use 3/4 in Anchor Bolt @ 42.78 in o/c Footing Size... Left of Wall Wall Length Right of Wall Overall Ftg Length Footing Width Thickness Footing Design... - Reinf. Area @ Left= 0.648 int . Shear @ Left OK Reinf. Area @ Right = C0.648 i Shear @ Right OK FOOTING DESIGN & ANALYSIS = 3 OQ fr Concrete Weight = 145 pcf = 3.00,ft Rebar Cover = 3.0 in = 3.00 ft f'c = 2000 psi = 9.00 ft Fy = 40000 psi Mn @ Left Face Of Wall = Min. As % = 0.00.12 = 2.50 ft Total Vert Loads = 5709.4 # = 21.0 in Kern Distance = 1.50 ft Lateral Load Applied Toward - --> > > - Left - - Right- Ecc. of resultant @ footing CL = -2.95 ft 2.95 ft Soil Presure @ LEFT Side of Footing = 982.55 psf 0.00 psf Soil Presure @ RIGHT Side of Footing = 0.00 psf 982.55 psf Mn @ Left Face Of Wall = 6112.19 ft-# 2997.42 ft-# Mn @ Right Face Of Wall = 2997.42 ft-# 6112.19 ft-# vu/.85 @ 'd' from Left Face Of Wall = 3.56 psi 1.45 psi vu/.85 @ 'd' from Right Face Of Wall = 1.45 psi 3.56 psi Allowable Shear = 89.44 psi 89.44 psi Overturning Moment = 16845.25 ft-# 16845.25 ft-# Resisting Moment = 25692.19 ft-# 25692.19 ft-# ...........FACTOR OF SAFETY = 1.53 1.53 e L� �4 -4-5^ Com, • 1 i �v- i 6 , ! 2e�a 1 r' 211 V4.48 (c) 1983-95 ENERCALC Estrada Engineering, KW060429 L5raa+- 4�4+d.'T'�� vury ✓' P�+.s VEe,-� Nis I � T' c� ci7� 4cri I Z , 4 ( C5r4'Z4 f*A A -M pL,4L.C&U" Sul-rA�lf w %n►O fr.pr�„Q %z 140, x1 = 1123 r II►�#x 2613 4A� BEAIM. $3.. ON LINE 7 DEAD LOADS oil 6t,= Z(o 2 1 1) 13Nt 14S = to i f i r V i O',J� --D ,c• SFA\N "'Ll' °I ► ZS Illi) 2�}22� 2322 Malmo ,R�. C,�(t.►ajw. P.j.a 20 I Zq �o -7 — 4066 4fle W/(� SOX& STS oil L I 4066 4fle W/(� SOX& STS ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 PH. (916) 6741681 FAX (916) •671-5257 TIMBER JOIST & RAFTER DESIGN �:Date: 08/18/97 9�rz Page: V4.413 (c) 1983-95 ENERCALC Estrada Engineering, KW060429 }� 63 B4 DESIGN DATA - 1 2 - Timber Section - _ - ....Depth in : 9.50 % , ' 9.50 ....Width in : X5`50 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi : 875.00 875.00 Fv- Allow psi 85.00 85.00 Elastic Mod. ksi : 1600.00 1600.00 Load Duration Factor 1.25 1.25 Stress Ratio ->> ,,0.36,0.15 CENTER SPAN -OK- -OK- Span Length ft : 9.25 7.00 Uniform DL plf : 163.00 124.00 LL plf : 88.00 64.00 RESULTS Mmax @ Cntr k -in : 32.21 13.82 X -Dist ft : 4.62 3.50 REACTIONS Left: Dead Load # : 753.87 434.00 Live Load # : 407.00 224.00 Right: Dead Load # : 753.87 434.00 Live Load # : 407.00 224.00 STRESSES -OK- -OK- Fb.. Allow psi 1093.8, 1093.8 Fb.. Actual psi : 389.4.- 167.0- 67.0Fv.. Fv..Allow psi : 106.25-- 106.25 Fv.. Actual psi : 27.55-- 14.61,, - DEFLECTIONS Center... Dead Load in : -0.043 -0.011 X -Dist ft : 4.62 3.50 DL Ratio 2599 7885 Live Load in : -0.023 -0.005 X -Dist ft : 4.62 3.50 LL Ratio 4815 15277 Total Defl in : -0.066,, -0.016 X -Dist ft : 4.62 3.50 Ratio 1688-/ 5201 9�rz Page: V4.413 (c) 1983-95 ENERCALC Estrada Engineering, KW060429 BEAM. ON -L INE A -70 �tp it4T SOS --r> -5,TANO,'4W Fr0�e, C.7*j&WjW t F7o L-- I 0 4/2- 2 312 21{312 (10114. L 1 \/7-= 1 /0,- DS Loa" 23 -01- 4-(o34 A -70 �tp it4T SOS --r> -5,TANO,'4W Fr0�e, C.7*j&WjW t t15VO 2 312 21{312 (10114. 2322- Loa" 23 -01- 4-(o34 a� 17 (US ESTRADA ENGINEERING �'�� II 12 728A PLUMAS ST. YUBA CITY, CA 95991' PH. (916) 674-1681 FAX (916) 671-5257 n.. Date: 08/18/97 Page: TIMBER JOIST & RAFTER DESIGN \ 0� V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 b5 96 DESIGN DATA 1 2 - Timber Section - - .... Depth in : 7.50 7.50 ....Width in : 5.50 5.50 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi : 875.00 875.00 Fv- Allow psi : 85.06 85.00. Elastic Mod. ksi 1600.00 1600.00 Load Duration Factor 1.00 1.00 Stress Ratio ->> 0.28 0.71 CENTER SPAN -OK- -OK- Span Length ft : 7.00 9.25 Uniform DL plf : 50.00 70.00 LL plf : 120.00 180.00 RESULTS Mmax @ Cntr k -in : 12.49 32.09 X -Dist ft : 3.50 4.62 REACTIONS Left: Dead Load # : 175.00 323.75 Live Load # : 420.00 832.50 Right: Dead Load # : 175.00 323.75: Live Load # : 420.00 832.50/ STRESSES -OK- -OK- Fb.. Allow psi : 875.0 ' 875.0," Fb.. Actual psi 242.3 • 622.3' Fv.. Allow psi : 85.00: 85.00 Fv.. Actual psi 17.89 36.44 , DEFLECTIONS Center... Dead Load in : -0.009 -0.037 X -Dist ft : 3.50 4.62 DL Ratio 19622 2978 Live Load in : -0.021 -0.096 X -Dist ft : 3.50 4.62 LL Ratio 4009 1158 Total Defl in : -0.030 -0.133 X -Dist ft : 3.50 4.62 Ratio 2830 8341/ V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 uj>e ecp�, Rwr e o � s SHEARWALL SCHEDULE * 3/8 C.D.X. OR O.S.B. * 8d COMMON OR 0.131 X 2-1/4" P -NAILS r� * 6" O.C. EDGE NAILING (E.N.) * 12" O.C. FIELD NAILING (F.N.) * 2X BLKG @ PANEL EDGES * 5/8" X 12" ANCHOR BOLTS (A.B.) @ 48" O.C. * 2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION * CAPACITY = 260#/LF * 3/8 C.D.X. OR O.S.B. * 8d COMMON OR 0.131 X 2-1/4" P -NAILS * 4," O.C. EDGE NAILING (E.N.) Z * 12" O.C. FIELD NAILING (F.N.) * MIN. 2X BLKG @ PANEL EDGES * 5/8" X 12" ANCHOR BOLTS (A.B.) @ 32" O.C. * 2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION * CAPACITY = 380#/LF * AT UPPER STORY AREAS USE MIN. 2X #2/BTR D.F. BOTTOM PLATE * 3/8 C.D.X. OR O.S.B. * 8d COMMON OR 0.131 X 2-1/4" P -NAILS * 3" O.C. EDGE NAILING (E.N.) G * 12" O.C. FIELD NAILING (F.N.) l) * MIN. 3X BLKG @ PANEL EDGES * MIN. 2-2X STUDS WITH 2-16d STITCH NAILS AT 8" O.C. OR 3X STUDS @ PANEL EDGES * 5/8" X-12" ANCHOR BOLTS (A.B.) @ 24" O.C.* * MIN. 2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION * CAPACITY = 490#/LF * AT UPPER STORY AREAS USE MIN. 2X #2/BTR D.F. BOTTOM PLATE * 3/8 C.D.X. OR O.S.B. -- BOTH SIDES! * .8d COMMON OR 0.131 X 2-1/4" P -NAILS L* 4" O.C. EDGE NAILING (E.N.) 41 * 12" O.C. FIELD NAILING (F.N.) * MIN.. 2X BLKG @ PANEL EDGES * 5/8" X 12" ANCHOR BOLTS (A.B.) @ 16" O.C. * 2X P.T.D.F. SILL WHERE BEARING ON CONC. FOUNDATION * CAPACITY = 760#/LF, SEE SHEAR TRANSFER DETAILS 1. SEE FOUNDATION PLAN FOR HOLDOWN AND SHEARWALL CHORD/POST REQUIREMENTS. 2. THE HATCHED PORTION OF THE WALL SHALL COMPLY WITH THE REQUIREMENTS OF THE SHEAR WALL SCHEDULE. OTHER PORTIONS OF THE WALL SHALL BE SHEATHED' WITH A CORRESPONDING PLYWOOD THICKNESS AND SECURED PER MINIMUM NAILING REQUIREMENTS (ie. 6" O.C. E.N. AND 12" O.C. F.N.) 3. ANCHOR BOLTS SHALL BE PLACED WITHIN 12 INCHES OF ALL SPLICES, ENDS AND CORNERS. THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4'-0" ON CENTER. 4. ALL HARDWARE SHALL BE BY SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. FASTENERS USED ON THIS HARDWARE SHALL BE AS RECOMMENDED BY THE MANUFACTURER FOR THE HIGHEST LOAD SHOWN. 5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 6. TOP PLATE SPLICE GENERAL NOTE: SPLICE ALL TOP PLATE SPLICES SHALL BE AS NOTED BELOW: TOP PLATE SPLICES SHALL HAVE 12-16D ON EACH SIDE OF EACH TOP PLATE SPLICE TYPICAL ON THE UPPER AND LOWER STORY SHEARWALL LINES 1 AND 2. TOP PLATES SHALL BE SPLICED WITH ST6224 CENTERED ON EACH TOP CAP PLATE SPLICE TYPICAL ON THE UPPER AND LOWER STORY SHEARWALL LINES A AND B. SHEARWALL AND HORIZONTAL DIAPHRAGM NOTES THE NAILING AND CONNECTION REQUIREMENTS LISTED IN THE SHEARWALL SCHEDULE, ie. EDGE NAILING (E.N.), FIELD NAILING (F.N.), SILL/BOTTOM PLATE BOLTING (S.P.B.) ARE THE REQUIREMENTS FOR EACH APPLICABLE DETAIL (SEE PLANS) IN CONJUNCTION WITH THE APPLICABLE DIAPHRAGM TYPE INDICATED BY THE SYMBOL IN THE SCHEDULE (SEE PLANS). EXCEPT WHERE THE PLANS OR DETAILS INDICATE, THE MORE STRINGENT CONNECTIONS SHALL GOVERN. ALL .DIAPHRAGM SHEATHING JOINTS REQUIRING EDGE NAILING (E.N.) SHALL OCCUR ON A COMMON SOLID BACKING MEMBER SUCH AS RAFTERS, TRUSSES, JOISTS, BEAMS, STUDS, POSTS, PLATES BLOCKING, TIES, DRAG STRUTS AND ETC... THE SHEATHING JOINTS AND REQUIRED EDGE NAILING SHALL BE COORDINATED TO PROVIDE AT LEAST 3/8" EDGE DISTANCE FOR NAILING INTO BOTH SHEATHING AND THE BACKING MEMBER. IN NO CASE SHALL BACKING U3�z MEMBERS BE LESS THAN 1-1/2" THICk.. PROVIDE BLOCKING UNDER ALL UNSUPPORTED SHEATHING JOINTS IN SHEARWALLS AND WHERE CALLED FOR AT UNSUPPORTED JOINTS IN HORIZONTAL DIAPHRAGMS. THE SPECIFIED EDGE NAILING SHALL OCCUR AT ALL BLOCKED SHEATHING EDGES. AT SHEARWALLS, THE SPECIFIED EDGE NAILING IS REQUIRED TO THE FULL LENGTH OF -ALL POSTS, HOLDOWN POSTS, KING STUDS; AND TO ALL SILL/BOTTOM PLATES, UPPER TOP PLATES (CAP PLATES) AND WHERE OTHERWISE REQUIRED BY THE PLANS AND DETAILS. AT ROOF AND FLOOR SHEATHING (HORIZONTAL DIAPHRAGMS), THE SPECIFIED EDGE NAILING IS REQUIRED (EVEN IN THE ABSENCE OF SHEATHING JOINTS) TO ALL EAVE BLOCKING AT THE PERIMETER WALLS, TO ALL BLOCKING, JOISTS, RAFTERS, OR OTHER FRAMING MEMBERS IN OR OVER INTERIOR OR EXTERIOR SHEARWALLS; AND TO ALL DRAG STRUTS/TIES OR OTHER DESIGNATED COLLECTORS/TIES AND WHERE OTHERWISE REQUIRED BY THE PLANS AND DETAILS. TOP PLATE SPLICE GENERAL NOTE: SPLICE ALL TOP PLATE SPLICES AS NOTED IN THE DETAILS. WHERE NOT NOTED. TOP PLATE SPLICES SHALL HAVE 12-16D ON EACH SIDE OF EACH TOP PLATE SPLICE TYPICAL AT BRACED/SHEARWALL LINES. 12 IIL Q �y 0 lt' 24� Pit zx � l 27-A�S�x �%z Cyr+6) ff CA7v-Z rsv I� Z O Zz.4Ps-�x [Yz t z.5 + 9 x 4]F. -- �3� X 7L ?► �Z — 1 I ZO S � V 2658 j � ��- 3 ►co � a � $ - 2S.3q � Z 23 co.P 2 490 lisp MsT� o moi- . ro U �P 411) IM 240 0 F-61— 64 157, T 115 NCSr4'1 1112 I�r �•t,p.S 6a e� iEl3ZL III ter- 393•: ��x Fs � �i��°� 24o4 x ��z , 7 Seo it fir= 1feix 8 Q t t3s'D 1cv t. = 264>c 14�L t l .1 low e'AP (9) V®� SziS'k 4,+4, _ <0`7 Z ru'f = %S'Z Arc = SbuO - L 4Wa 47Tzz, �o8'F%r 4 rv�s 3Z rK 2 , JCA,.p; Z/o0 St►^, Fxcap}' t,ro rvNs (2�p tjm +6,00a,zs ---1 R1E?v IQ&P I w "r*+t a For =Z&Z,l F►DL = 3z �X `�` Y Z , to7 = Obi L. Zxco 1-1 9�- �z I,a a•�) = 2527 3zS3�+ Z69�#i 7 ( # ® Zt,4 XZ r-YZ) '24P +x + 1,4 i-%z� =— _ �i9,� +�T:►q.kxq;3 = 29744 #' VA low e'AP (9) V®� SziS'k 4,+4, _ <0`7 Z ru'f = %S'Z Arc = SbuO - L 4Wa 47Tzz, �o8'F%r 4 rv�s 3Z rK 2 , JCA,.p; Z/o0 St►^, Fxcap}' t,ro rvNs (2�p tjm +6,00a,zs ---1 R1E?v IQ&P I w "r*+t a For =Z&Z,l F►DL = 3z �X `�` Y Z , to7 = Obi L. Zxco 1-1 I ..___... `STT ��•1� ��T �o S �vtsr�o k° 4-a 4AW . ►YIST¢�' , 23� , 2S 2 24 #/cs �s L!►. - loTSx I�� - 17�v X224 C1tr�RJ.c av o-1��r.�� c� up, sTrR•M �_ 112- E;A t5:�-,iiL .e 49 lc�`i, 7 �- 3Z83 ins z� c 2 ` 5T�u4-C�. L � ►�r�s �r 3� =zMa __ 1 At -*i e Lsr� 24- C61 -.! y ✓ `-UMAZ4- 41' LSTAZ4 2-A4 �� ... Oil LINA ZZ D�1= suPP�T g-H� G SF AN DEAD LCA? DS �vri� y I = I v � I r L 4oa< x(;yz i _ i lZ�u 25cv t — i r rr 1 I I r; c � I Df= U' ^;-P- ¢ 4P /hJrl4 oe-+-w- L � f-- � t -.) c L ,1.2. ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 PH. (916) 674-1681 FAX (916) 671-5257 Date: 08/17/97 ti �l TIMBER JOIST & RAFTER DESIGN r 4 4:2W /K L 11 4-\\ Page: V4.4B (c) 1983-95 ENERCALC Estrada Engineefing, KW060429 b1 b2 DESIGN DATA 1 2 - Timber Section - -- ....Depth in 13.25 11.80 ....Width in : 3.50 3.50 Le: Unsupp ft : 2.00 1.00 Fb- Allow psi 875.00 2900.00 Fv- Allow psi 95.00 290.00 Elastic Mod. ksi 1600.00 2000.00 Load Duration Factor 1.00 1.00 Stress Ratio ->> 0.95 0.38 CENTER SPAN -OK- -OK- Span Length ft : 12.50 16.50 Uniform DL plf 120.00 158.00 LL plf 240.00 60.00 RESULTS Mmax @ Cntr k -in 84.37 89.03 X -Dist ft : 6.25 8.25 REACTIONS Left: Dead Load # 750.00 1303.50 Live Load # 1500.00 495.00 Right: Dead Load # : 750.00 1303.50 Live Load # 1500.00 495.00 STRESSES -OK- -OK- Fb.. Allow psi 865.4 2900.0 Fb.. Actual psi 823.9 1096.1 Fv.. Allow psi 95.00 290.00 Fv.. Actual psi 60.16 57.48 DEFLECTIONS Center... Dead Load in -0.061 -0.275 X -Dist ft : 6.25 8.25 DL Ratio 2470 720 - Live Load in -0.121 -0.104 X -Dist ft : 6.2a.. •_:.. °d�S LL Ratio 1235 f897 Total Defl in -0.182 -0.379 X -Dist ft : 6.25 8.25 Ratio 823 522 r 4 4:2W /K L 11 4-\\ Page: V4.4B (c) 1983-95 ENERCALC Estrada Engineefing, KW060429 BEI�`.: ON LINE wZZ Duk. sv OST P>4�.ar z SPAN '����_ ' PP � 2-5� Z DEAD LOADS. .CQY"W , 4-0 �� Pa( = 2 c� �✓tf r-t.t. 400P xl/`o �z ; i 13Z O ! -N_ I Zhu 25"00 I Z Sic k"G Doo,. 14W4 i�iNc r = f rUL i�intx I = �i : i L, i X4.114 Df s w 14-v Ax4 �:A i No X14 -15f -P -LX � (11,b*. JQ r 40 zx Q { "ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 PFS. (916) 674-1681 FAX (9161671-5257 TIMBER JOIST & RAFTER DESIGN IDate: 08/17/97 / - Page: V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 b1 b2 DESIGN DATA 1 2 - Timber Section - - ....Depth in : 13.25 11.80 ....Width in : 3.50 3.50 Le: Unsupp ft : 2.00 1.00 Fb- Allow psi 875.00 2900.00 Fv- Allow psi : 95.00 290.00 Elastic Mod. ksi : 1600.00 2000.00 Load Duration Factor 1.00 1.00 Stress Ratio ->> 0.95 0.38 CENTER SPAN -OK- -OK- Span Length ft : 12.50 16.50 Uniform DL plf : 120.00 158.00 LL plf : 240.00 60.00 RESULTS Mmax @ Cntr k -in : 84.37 89.03 X -Dist ft : 6.25 8.25 REACTIONS Left: Dead Load # : 750.00 1303.50 Live Load # : 1500.00 495.00 Right: Dead Load # : 750.00 1303.50 Live Load # : 1500.00 495.00 STRESSES -OK- -OK- Fb.. Allow psi 865.4 2900.0 Fb.. Actual psi : 823.9 1096.1 Fv.. Allow psi : 95.00 290.00 Fv.. Actual psi : 60.16 57.48 DEFLECTIONS Center... Dead Load in : -0.061 -0.275 X -Dist ft : 6.25 8.25 DL Ratio 2470 720 Live Load in : -0.121 -0.104 X -Dist ft : 6.25 8.25 LL Ratio 1235 1897 Total Defl in : .-0.182 -0.379 X -Dist ft : 6.25 8.25 Ratio 823 522 Page: V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 _'`PERMIT APPLICANT ELEANOR WILLIAMS ASSESSOR PARCEL NO. 028-100-0,30 ', RESUBMIT A PLOT PLAN THAT: PERMIT NO. 9772457 DATE 12/2/97 ACCURATELY DIPICTS SHAPE OF LOT. SHOWS LOCATION OF NATURAL DRAINAGE & REQUIRED 50.FT SETBACKS. 1,3- NORTH ARROW HOUSE & GARAGE ARE TO BE SHOWN WITH ENOUGH DETAIL TO DETERMINE ORIENTATION. SHOW ALL DIMENSIONS & SETBACKS -INCLUDING THE DISTANCE OF ALL STRUCTURES FROM FLOOD PLAIN. G2.- LINES B/.0 DO NOT COMPLY WITH-CONVENTIONAL.BRACING.'.BRACED WALL PANELS SPACED--. MORE THAN 25 FEET APART CENTER TO.CENTER. GYPBOARD AT -PANTRY IS OFFSET GREATER THAN 4 FEET. PROVIDE LATERAL ANALYSIS OF THIS AREA. �3! LEFT ELEVATION DOES NOT MATCH FLOOR.PLAN. REVISE: TWO SETS OF PLAN HAVE BEEN REVISED AT FLOOR PLAN TO SHOW 8 FT PATIO. ROOF AND FLOOR FRAMING MUST BE CHANGED BY ENGINEER. ENERGY 5.1 NO ORIENTATION ON PLOT PLAN_ 5.2 16.7 SQ FT MISSING FROM "WEST" ORIENTATION.' REVISE- 5.3- CLIMATE ZONE IS II. REVISE - 5.4 "NORTH" ORIENTATION DOES NOT INCLUDE GLASS•AREA OVER, THE 3°5° WINDOWS. SHOW SIZE OF WINDOWS ON PLANS AND ADD TO CALCS. WINDOWS IN TWO BEDROOMS AT FRONT OF HOUSE ARE WITHING 18 INCHES OF THE FLOOR. THEY NEED TO BE TEMPERED PER 2406.4:7 UBC. 0 TRUSS CALCS MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD FOR LATERAL DESIGN AND DESIGN LOADS. EXPLAIN NOTE R6 ON SHEET S2-1. IT REFERS TO LOADING SHOWN IN DETAIL A ON THIS SHEET. WHERE IS DETAIL A. PROVIDE ARROW FROM B4 BEAM TO ACTURAL BEAM. NOTES ON ROOF FRAMING PLAN MARK R7 AND NOTE ON PLAN READS F1. CLARIFY. ADDITIONALLY THE REQUIREMENTS FROM DETAIL 6 SHALL BE SHOWN ON ALL TRUSSES SO AFFECTED, IN THE TRUSS CALCS. ]A LBUILDING SECTION SHOULD SHOW DETAIL 6 SHEET S5-2 AT REAR OF HOUSE AS LOCATED ON ROOF FRAMING PLAN. TRUSSES SHALL BE SIZED.FOR EXTERIOR ROOF RAILINGS. If you wish to- discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. ' PERMIT APPLICANT ELEANOR WIILIAMS PERMIT NO. 97-2457 ASSESSOR PARCEL N0. 028-100-030 DATE 12/2/97 METAL CONNECTIONS TO BE WELDED WILL REQUIRE SPECIAL INSPECTION.. LAUNDRY -ROOM SHALL BE PROVIDED WITH 5 SQ FT OF OPENABLE WINDOW AREA OR PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDED 5 AIR CHANGES PER HOUR, CONNECTED DIRECTLY TO OUTSIDE (SOME REQUIREMENT FOR BATH #2. ADD SMOKE DETECTOR TO FRONT ENTRY -WAY. PLAN IS IN LINE UP FOR STRUCTURAL REVIEW. (17.) YOUR AREA HAS MODERATE TO'HIGHLY EXPANSIVE SOIL. PLEASE.PROVIDE-.ANALYSIS OF_ SOIL PER EXPANSION INDEX FROM YOUR ENGINEER. ENCLOSED IS YOUR BUTTE COUNTY_.SCHOOLS IMPACT FEE CERTIFICATION. PLEASE TAKE. TO SCHOOL DISTRICT AND RETURN YELLOW COPY TO BUILDING DEPT. If you wish to discuss any requirements, you may contact me at (916). 538-7541 between 1:OOp.m. and 4:00 p.m., Monday through Thursday. AUGUST 21, Icicr 5TRUGTURAL GALGULATION5 FOR P05T5, BEAMS, 4 FOOT I NCG5 FOR LATERAL DE51ON OF THE WILLIAM5 RE51DENGE OHNER: ELEANOR WILLIAMS BUTTE COUNTY, CA PROJECT LOCATION: BUTTE COUNTY, CA CONTRACTOR: 5TRUCTURAL CAI,4ULATIQN5 8Y: 'CM. C940661 ) j ROBERT K E5TRADA R.G.E. #0040661 JOB #E -Qi -061 NO. OF CALCULATION PME5: 13 '�Vl 3 i t! 41 T -Gr I�9��x�f15 � zap f fes. `� -���� w �-% ►���3l0 SEAM... L . I NEzz D�crt �� pp � ger I2�u 25 00 I T-0 I 1 1 1 i - 'I 'I 'I " I T 7 (LSF 1/13 Pal 4-0 49 ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 PH. (916) 674-1681 FAX (916) 671-5257. TIMBER JOIST & RAFTER DESIGN Date: 08/17/97 7/13 Page: V4.46 (c) 1983-95 ENERCALC Estrada:Engineering, KW060429 b1 b2 DESIGN DATA 1 2 - Timber Section --- - ....Depth in 13.25 1.1.80 ....Width in : 3.50 3.50 Le: UnsWp ft : 2.00 1.00 Fb- Allow psi 875.00 2900.00 Fv- Allow psi 95.00 290.00 Elastic Mod. ksi 1600:00 2000.00 Load Duration Factor 1.00 1.00 Stress Ratio ->> 0.95 0.38' CENTER SPAN -OK- -OK- Span Length fit : 12.50 16.50 Uniform DL plf : 120.00 158.00 LL plf : 240.00 60.00 RESULTS Mmax @ Cntr k -in : 84.37 .89.03 X -Dist ft : 6.25 8.25 REACTIONS Left: Dead Load # : 750.00 1303.50 Live Load # : 1500.00 495.00 Right: Dead Load # : 750.00 1303.50 Live Load # : 1500:00 495.00 STRESSES -OK- -OK- Fb.. Allow psi 865.4 2900.0 Fb.. Actual psi 823.9 1096.1 Fv.. Allow psi 95.00 290.00 Fv.. Actual psi 60.16 57.48 DEFLECTIONS Center... Dead Load in -0.061 -0.275 X -Dist ft : 6.25 8.25 DL Ratio 2470 720 Live Load in -0.121 -0.104 X -Dist . ft : 6.25 8.25 LL Ratio 1235 1.897 Total Defl in -0.182 -0.379 X -Dist .ft : 6.25 8.25 natio. 823 02.2 7/13 Page: V4.46 (c) 1983-95 ENERCALC Estrada:Engineering, KW060429 ON LINE 45FANi "Ll' 13 DEAD uo. 44% + 1 = .4S 10 i - 1 fib) ?Z -o q 12ey --#t 6+ ell, 066 6"e -. ^ .L, �� �` ; ,,�= ` j ' ��;:, ���� tea+. �..���- _ ., � :, � V= SSS Lo � * , 6X& s73 ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991 PH. (916) 674-1681 FAX (916) 671-5257 TIMBER JOIST & RAFTER DESIGN q 1)� 1113 fa 'Date: 08/18/97 Page: V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 6 B3 B4 DESIGN DATA 1 2 - Timber Section -- - ....Depth in "" 9.50 1 j' 9.50 " ....Width in 5.50 `-•-_.5.50-x- Le: Unsupp ft 2.00 2.00 Fb- Allow psi 875.00 875.00 Fv- Allow psi 85.00 85.00 Elastic Mod. ksi 1600.00 1600.00 Load Duration Factor 1.25 1.25 Stress Ratio ->> _ 0.36.. ° ..'0.15. 7 CENTER SPAN -OK- -OK- Span Length ft 9.25 7.00 Uniform DL plf 163.00 124.00 " LL plf 88.00 64.00 RESULTS Mmax @ Cntr k -in 32.21 13.82 X -Dist ft : 4.62 3.50 REACTIONS Left: Dead Load # 753.87 434.00 Live Load # 407.00 224.00 Right: Dead Load # 753.87 434.00 Live Load # 407.00 224.00 STRESSES -OK- -OK- Fb.. Allow psi 1093.8+_ 1093.8 Fb.. Actual psi 389.4.- 167.0-' Fv.. Allow psi : 106.25- 106.25 Fv.. Actual psi 27.55--' 14.61„" DEFLECTIONS Center... Dead Load in -0.043 -0.011' X -Dist ft : 4.62 3.50 DL Ratio 2599 7885 Live Load in -0.023 -0.005 X -Dist ft : 4.62 3.50 LL Ratio 4815 15277 Total Defl in -0.066/" =0.016 X -Dist ft : 4:62 3.50 Ratio 1688- 5201 V4.4B (c) 1983-95 ENERCALC Estrada Engineering, KW060429 BEAM Q ON LINE' 1@ DEkD LOAADS X, 10/7- P- L L - = - q C),,;,,�? . 7?, o'A DC- -Fo Yz- wC07 FLOVAL to/(3 r AID, —FUN -lm(o , IZS ;z 45 F-r� ak-6 c7e�-wsw ? o 21 Z 2- flra 1Itoafl-L 44� 4, ESTRADA ENGINEERING 728A PLUMAS ST. YUBA CITY, CA 95991. PH. (916) 674-1681 FAX (916) 671-5257 TIMBER JOIST & RAFTER DESIGN V4.46 (c) 1983-95 ENERCALC A3'L 0- o Date: 08/18/97 Page: Estrada Engineering, KW060429 b5 136 DESIGN DATA 1 2 - Timber Section -- - ....Depth in 7.50 7.50 ....Width in : 5.50 5.50 Le: Unsupp ft : 2.00 2.00 Fb- Allow psi 875.00 875.00 Fv- Allow psi 85.00 85.00 Elastic Mod. ksi 1600.00 1600.00 Load Duration Factor 1.00 11.00 Stress Ratio ->> 0.28 0.71 CENTER SPAN -OK- -OK- Span Length ft : 7.00 9.25 Uniform DL plf 50.00 70.00 LL' plf :. 120.00 180.00 RESULTS Mmax @ Cntr k -in 12.49 32.09 X -Dist ft : 3.50 4.62 REACTIONS Left: Dead Load # : 175.00 323.75 Live Load # : 420.00 832.50 Right: Dead Load # 175.00 323.75:• Live Load # : 420.00 832.50 STRESSES -OK- -OK- Fb.. Allow psi 875.0 ' 875.0 Fb.. Actual psi 242.3- 622.3' Fv.. Allow psi 85.00 85.00' Fv.. Actual psi 17.89 ` 36.44., DEFLECTIONS Center... Dead Load in -0.009 -0.037 X -Dist ft : 3.50 4.62 DL Ratio 9622 2978 Live Load in -0.021 -0.096 X -Dist ft : 3.50 4.62 LL Ratio 4009 1158 Total Defl in : -0.030 -0.133 X -Dist ft : 3.50 4.62 Ratio 2830. ! 834-". Estrada Engineering, KW060429 121i3 - - - -- . - �I i ►ter o,�. }- l2 - .-- -= -- - - 2111 .41 45 S i C �; �E►2 f=o X -0 rL RESIDENTIAL 028-100-030 PERMIT#97-2504 WILLIAMS, Eleanor M. Silverfox Dr., Bangor PERMIT NO.i Cont c' -Mel Kasper I PERMIT EXP; New Pri Det Office/Garage OWNER CONTR. ASSESSOR PARCEL LOCATION s � , -, � •,_�„OFwFICE COPY Address GAS p 'Meter'By Dae( J ' ELECTRIC~• } Meter 'By Date r, 9 V C-7 w o r2lG t �tJ o' Temp. Power Pole Called PG&E Temp. Elec. Service ' Called PG&E Temp. Gas Service f f /Called PG&E C� --JOB FINALED (Date) /l Signature V=O.K r 0 = Not OK NotReI�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-Cp-Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / t0t / /Nat w/ /'L°tt/ /LPG 7. Well Clearance8 Disconnect 8. Utility Clearance" Date Cana 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; Sim -Spacing -Marriage Line 3. Gas; MH Test-Demancl Vahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH.Test-Fakflex 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. Da Date 10. Exits; Insp.-Sketch Date 11. Cert of Occupancy 12. Perrnanent Foundation Only: License Decal. 2. Soils; Compaction -Structure Stability. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 5. Elec.; Pod Lighting; 15 Volts-GFI MISCELLANEOUS' Date S, COVERS, CARPORTS, GARAGES lana OK except #'a 1 ing RequirementsSetbacks-Easmwhts.' Footings; SoilsSiae- thSpamng-ConnectorsSteel Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Bearn;Rs.-Connectors Shthg.-Rfg.-Bracing J 5. Alum. Awn.; Columns-ConnecWnsSplice-Decal-Erelosures 6:`Carports: W -Doors 7 tric g.; Sils-AnchmsS s-Rium-Trusses r Q ng; NailingVenmStucco-Mesh Shthg-Roofing C_0-115'xt: Steps -Doors•{ endinge ked Wall.Panels Da Date rd B-1 Date Card B-1 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.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/S-Circulating Equip.+leater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pa"nelboards4ns. to Main in Conduit 9. Health Departrnent Approval 10. Plumb.; Cir. TesWater Supply Test 11. Light Nlche" - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓= OK 0 = Not No OK RESIDENTIAL - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /' Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main; Steel lockouts -Wrapped t�. Stemwalls, Garage,%Sfeel-Blockouts0rapped 6a. Hold Downs trod ial Anchors Slab, S rapped ?2 , 8. Piers -Fireplace Ftlq.Stee ty8' D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Pienums & Ducts; Clearance -Material -Support -Ins. 14. GirdersSills-AnchoFBolts-Joists-Vents-Cdppies 15. Access & Ventilation Insulation Date - Card B-1 ate Card B-1 Dat!,, -Yl Card B-1 Date Card B-1 Date PLUM BIN ermit) OK except #s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Band Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/. /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 15E - TL - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. ?ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & BeamsSize.& Bearing (Single & Duplex) Date FRAMING (ConRirxwd) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdmt. Windows or Exiting Doors -Sill HgL & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One Y -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DTVI ON 7 County Center Drive - Oroviller Califirnia 95965 - Telephone (916) 538-7 1 R�l� N0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-10-0-030 ZONING A-5 BUIdDING PERMIT OWNER ELEANOR M WILLIAMS TELEPHONE SO. FT. OCC. BUILDING VALUATION 600 R 32,400. OWNERS MAILING ADDRESS 2025 JUNIPER ST SOUTH ESCONDIDO 600 U 10,800. CONTRACTOR'S NAME MEL PE TELEPHONE200 675-2726 0 1 , 00. 200 COv 2,600. CONTRACTOR'S MAILING ADDRESS P 0 BOX 276, WNSVILLE CA 95919 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 47,200. ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 401.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 260.98 BUILDING ADDRESS O X DR BANGOR Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 705.48 IAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE y SF 1; Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 5 7.00 35.00 Solar or heat pumpwater heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 I TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OFFICE W/ GARAGE Gas piping system 1 - 5 outlets 15.00 I Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 115.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'DDA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ` License Class 6 Lic. No. 3 -6g OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors LicenseEx. Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A 1000A TOING 46.00 NEW CONST. DWELLING CUP. OCCU OR ADDNS. ( a ACC. UDS. SO4L �Ofl 3.50,NEW V NON -RES D. M�ULCTI-OU CET @7,50 POWER APPARATUS & SINGLE OUTLET CIR. 1 Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL @ .SO Occu . oU AEESSlo.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 85.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workes�m�enseAon insurance carrier pnd policy number are: Carrier G ,,,�.1 Z7 �aAkCi MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation 4.50 PERMIT FEE $ 54.50 Policy Number 142 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwi h comply with those provisions. X _ Date q Sig ure of Applicant - ❑ Ow er o Contractor ❑ Agent An 0 HA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1.005.98 HAZ. X D. FEES X IMP X FLOOD X CDF X PARCEL X Po HD ISSUE X X This permit is hereby issued under the applicable provisions of the Butte County ode and/or Resolutions to do work indica v for w Ich fees have been paid. / s „ 1-77-4v By 1�" Darrt''��e l� _ PERMIT EXPIRES ON /~ L7 . f/ Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN . NS ECTOR GOLDENROD -A PLI xx j:`+�Y`+w'+Y= .. t'=�.'- moi— ,'.�`•'�.: , .COUNTYO'F BUTTE -DEPARTMENT OF F�,VELOPMENT SERVICES -BUILD GDIVISION �, • .. cam,¢ . :x 7GOUNTYCENTER DRIVE -OROVILLE,CALIFORNIA 95965 -TELEPHONE (9 )538-7541 w PERMIT APPLICATION DATA SHEET OWNER S W� �U�o�. S A. P. No. 0-2$—/OD— W 6 Proposed Building Use l5CtQldir&gdn�pector i� - Date // /3 9 At time of permit application, I was advised the following data must be sYjbmitted prior to permit processing and/or'issuance: DATE RECEIVED BY All /� items h �c, been submitted . ....................................... . Plot plansOM sq.4, sq.signed by preparer of plans . .......................... Complete plans,4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation :...........:.... . S tement of Intent for Non -Heated and A/C Buildings. . . Z _3? ngineered truss details and layout in duplicate (required prior to plan check). .... r✓ ejj*0bileho ata m iuf ct r 's i stallation ins coons, 2 sets. ....... es of $ .. ................. Q .. F� Impact fees as shown on attached schedule. ...'..................... :..../ ,( 10) California Department of Forestry plan approval/fees........................ . Flood elevation letter (100 year flo by Cjf))fornia Engineer . ................. . Sanitation and plot plan approval. /ayf ?Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16: Plot plan and business license approva om City of Biggs/Gridley. ............: � • q, Planning approval for (A) Use: (B) Parking: �/ ....... 18. Contact Land Development about (A) Improvements (B) Drainage. ...... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for to Buil Building Ins req° — required. .. to Bu;id;�9 inspector (Date) .21. Contractor's license information. (No., Name Style, Classification) . .......... :.. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement ................... 25. Letter of signature authorization .................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . �•`� 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements ................ 31. Existing violations/expired permits . ...................................... 32. Pan eck list. ... , . . e7jer 01 34. VV7 you issue the g�r�itf_rocgss as follows: Mail �Q owner. �� - Mail to contractor. Telephone % ' d 'Mo and hold for pickup at VPO V i 11 L office. Deliver with inspector. Other Parcel Creation Acreage Applicant W t:x-*� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner ,was,,advised of above required data by _ phone _ mail Plans checked by �, Counter by _ Date Counter by _ Date '(itJ Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM °"� + (• (One form pel Building) School District,(/, / f' (tom I Building Department No. A.P. Number Oz4- /0y -03 O Jurisdiction: ® City County Property Owner Property Locati6hM 00 Subdivision Lot No. Residential Development No of Living Mobile Home Addition Units Installatiorn 1 Commercial/Industrial New Addition Sq. Footage 41D 0 (Group R) .. Sq. Footage Roofed Areas) Date (Floor Plans reviewed y c of District Personnel) Dis sict Identification N 07 0 / Yd& ool Distric certifies that \ (Applicant) (Street Address) (Phone Number) ��.e /) &— . (City) has complied with the requirements of Resolution No. 6 representing 6 square f et. 95 —1141—f �- School District Paid by Check # (State) (Zip Code) by payment of $ B 2926 ULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a Wriyn protest to the District in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/97)dmm 4 • /� COUNTY Or BUTTE -DEPARTMENT OF DEVELOPAdF�SERVICES - BUILDING DIVISION 7 County Center Drive - Orovilta, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9/ ASSESSOR PARCEL NUMBER O - D - 0110 ZONING f%� BUILDING PERMIT OWN� lei ��n s TELEPHONE SFT. OCC. BUILDING VALUATION OWNER'S &DRESS ry,f:&:: 06-S u i f • 620 i tj (xa0,) S i% 00 CONT R'S NAME cc �^ �J a T/FAL/�JP[H�ONE�( !D lJ p/J• V CONT TO MAILING DRES row AS v ' �'.�/�' CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ z('Q ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 401 GO $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkina Fee a00. qJ5 $ r BUILDING ADDRESS � ✓Jt^ O .�/'' Energy Plan Checking Fee $ 23,6-0 $ , FEELOT NO. SUSUBDIVISIONS NALSIONME ±ELPERMIT MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE . SF 4 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 •.� Solar or heat um water heater 23.00 Water piping 15.00 ,<C"t Each gas water heater or vent 15.00 �!O TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: .� 1 Gas piping system 1 - 5 outlets 15.00 8 Building sewer 15.00 Mobile Home S G W @20.0 PERMIT FEE _ ELECTRICAL PERMIT I Fling Fee 20.00 Main Service poA OR LESS 23.00 23A 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatio s yver 5' d e nd demolition or construction of structures over 3 stories in height. F31 C �- Main Service 200A To I000A 46.00 P. F°: t � NEw coNsr.owELLwG occu3.52 OR ADDNS. ( a ACC. BLDS. Np R... MULTRANCFOUTLET @7,50 PowER APPARATUS a S UE ounEr CIR. Ex. Occup. OUTLET OR FIXTURES SAL Z Ex. Occup. .FIXREES.6.EO APPUNS o� J 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating ,(' �-_v Cooling Hood 6.50 Ventilation �Jr 0 Lf."5.6 PERMIT FEE S Mobile Home Installation Fee $ • Energy Inspection Fee $ t occ CONST. TYPE TOTAL FEES HAZ. D. FEES IMP FLppp �d Jty CDF PARCEL Pp HO ISSUE This permit is hereby issued under the applicable provisions Of the Butte Code and/or Resolut' do work indicat a ich fees en p id. �� O 649_1_1_1� 6 D PERMIT EXPIRES ON (Dere Receipt No. - --7,341 `WHITE-D.D.S.-B.D. CAN RY-ASSEMOR PI INSPECTOR GOLDENROD -APPLICANT 12/4/97 ELEANOR M. WILLIAMS 2025 JUNIPER ST S. ESCONDIDO, CA 92025 Re: B,P,# 97-2504 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 A.P.# 028-ioo-030 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [ X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. I Sincerely, MARTHA WHITNEY - PLAN CHECKER :r PERMIT APPLICANT ELEANOR WILLIAMS ASSESSOR PARCEL NO. 028-100-030 �R�-ACCURATELY.DIPICTS MIT A PLOT PLAN THAT: SHAPE OF LOT. ✓` SHOWS LOCATION OF NATURAL -DRAINAGE & REQUIRED SO.FOOT SETBACKS.. NORTH ARROW ,jam HOUSE & GARAGE ARE TO BE SHOWN WITH ENOUGH DETAIL TO DETERMINE ORIENTATION. SHOW.ALL DIMENSIONS & SET BACK INCLUDING THE DISTANCE OF ALL STRUCTURES FROM FLOOD PLAIN. PERMIT NO. 97-2504 DATE 12/3/97 BRACING: � .1 UPPER STORY OF GARAGE/DIVING SPACE IS NOT CONVENTIONALLY.BRACED 1 PER 2326.11.3 UBC. .BRACED WALL PANELS MUST BE A MINIMUM OF '4 FEET. RCONVENTIONAL A THESECONDISTORYAOFEANATE TWO STORYSPER 2326.11.4 MAY NOT. STRUCTURE.. PROVIDE LATERAL ANALYSIS OF ENTIRE STRUCTURE AS ALL FOUR SIDES (UPPER LEVEL)' DO NOT COMPLY. LETTER OF INTENT MUST ALSO INCLUDE STATE THAT THE ENTIRE..AREA OVER.GARAGE WILL, NOT BE USED FOR SLEEPING PURPOSES. PROVIDE SQUARE FOOTAGE OF OPENABLE WINDOW AREA IN GREAT ROOM. _ PROVIDE MANUFACTURES SPECIFICATIONS FOR AIR-CONDITIONING UNIT SHOW SEER 12. ALL GLASS IN GREAT ROOM TO BE TEMPERED PER 2406.4.7. UBC. 7O. ENGINEER SHALL REVIEW & APPROVE FLOOR & ROOF TRUSS FOR LATERAL & DESIGN LOADS. ENCLOSED ARE THE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. PLEASE TAKE TO SCHOOL DISTRICT & RETURN YELLOW COPY TO BUILDING DEPT. ENERGY WILL BE RECHECKED WHEN ORIENTATION IS PROPERLY SHOWN ON PLOT PLANS. MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. FAX TRANSMITTAL FROM: ROBERT ESTRADA - ENGINEERING AND DESIGN ' 728-A Plumas street Yuba City, Califorriia 95991 Ph # (916) 674-1681 Fax (916)'671-5257 DATE: March 30, 198 TO: Martha Whitney BUTTE COUNTY BUILDING DEPARTMENT 538-2140 Re: PLAN CHECK NO. - APPLICANT: ELEANOR WILLIAMS Job #E97-061 I have reviewed the revised truss calculations. and profiles provided by Longfellow Lumber Company, Inc. for above mentioned "AULIAMS" project specifically truss numbers, NT -2C, NT -6, NT -7, NT -8, NT -8A, NT -9 . The truss calculations and profiles are approved as submitted. Please contact me if you have any questions or need additional information. (Original to follow by mail) Th obe strada R.C.E.#40661 RECEIVED APR 01 1998 BUTTE COUNTY BUILDING DIVISION I FAX TRANSMITTAL FROM: ROBERT ESTRADA - ENGINEERING AND DESIGN 728-A Plumas street Yuba City, California 95991 Ph # (916) 674-1681 Fax (916) 671-5257 DATE: March 2, 1998 TO: Martha Whitney BUTTE COUNTY BUILDING DEPARTMENT 538-2140 Re: PLAN CHECK NO. - APPLICANT: ELEANOR WILLIAMS Job #E97-061 028 -100 - 03o The moisture condition of the excavated footing trenches and under floor area was field verified on 2/2/98 and is adequate to place footings. Note that no reinforcing steel was inspected at this time. Please contact me R.C.E.#40661 have any questions or need additional information. RECEIVED MAR 0 4 1998 BUTTE COUNTY BUILDING DIVISION Jan -22 19e 16:18 FROM: DATE: TO: Re: ESTRADA ENGINEERING FAX TRANSMITTAL FAX 9166715257 ROBERT ESTRADA - ENGINEERING AND DESIGN 728-A Plumas street Yuba City, California 95991 Ph # (916) 674-1681 Fax (916)671-5257 January 22, 1998 Martha Whitney BUTTE COUN'T'Y BUILDING DEPARTMENT 538-2140 PLAN CHECK NO. - APPLICANT: ELEANOR WILLIAMS job #E97-061 P. 1 I have reviewed the truss calculations and profiles provided by Longfellow Lumber Company, Inc. " project. The truss calculations and profiles are'approved as for above mentioned "WII.LIAMS P J " submitted. The truss profiles are dated 01/12/98 and include 23 sheets including the coversheet. Please contact me if you have any questions or need. additional information. T oPEstrada R.C.E.#40661 Mar.,30 '98 20:45 ESTRADA ENGINEERING FAX 9166715257 P. 1 FAX TRANSMITTAL FROM: ROBERT ESTRADA - ENGINEERING AND DESIGN 728-A Plumes street Yuba City, California 95991 Ph # (916).674-1681 Fax (916)671-5257 DATE: March 30, 198 TO: Martha Whitney BUTTE COUNTY BUILDING DEPARTMENT 538-2140 Re: PLAN CHECK NO. - APPLICANT: ELEANOR WILLIAMS Job #E97-061 I have reviewed the revised truss calculations and profiles provided by Longfellow Lumber Company, Inc. for above mentioned "WILLIAMS" projectspecifically truss numbers, NT -2C, NT -6, NT -7, NT -8, NT -8A, NT -9. The truss calculations and profiles are approved as submitted. Please contact me if you have any questions or need additional information. (Original to follow by mail) Th ob strada R,C.E.#40661 13 n2�6��oo�v 20 FAX TRANSMITTAL FROM: ROBERT ESTRADA - ENGINEERING AND DESIGN 728-A Plumas street Yuba City, California 95991 Ph # (916) 674-1681 Fax (916) 671-5257 DATE: January 22, 1998 TO: Martha Whitney BUTTE COUNTY BUILDING DEPARTMENT 538-2140 Re: PLAN CHECK NO. - APPLICANT: ELEANOR WILLIAMS Job #E97-061 I have reviewed the truss calculations and profiles provided by Longfellow Lumber Company, Inc. for above mentioned "WILLIAMS" project. The truss calculations and profiles are approved as submitted. The truss profiles are dated 01/12/98 and include 23 sheets including the coversheet. Please contact me if you have any questions or need additional information. JAN� BUT 2 9 1998 BUkDiG SIV STY jON COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE r L�A20d C 7-2-Sa OWNER PERMIT NO.� A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea ,,�inttacctMt this office immediately. 2 V S-7 REV 10/92 Lql RKE INSULATION CO., INC. INSULATION CERTIFICATE 60 Silver Fox Dr. Number and ttreet,-! Bangor r. .City 3 County Subdivision of Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches Brand Name Thermal Resistance (R ,Value)_ 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches). 13" ` Thermal Resistance (R=Value) R8 Loose Fill"Type '*�- Fiberglass- Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16:25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 1438 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material - Fiberglass Batts Thickness (inches) 6.5„ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Johns Manville Thermal Resistance4(R-Value) R"19 Brand Name Johns Manville' Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) e DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance. with the current Energyy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable: C.L.#499150 ' LOERKE INSULATION CO:, INC. Items Signature, Date nstallin�g Subcontractor Co. Name Or 'Contractor General(Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor_ (Co. Name) Or !- General Contractor Name) Or (Co. wner• Item #s Signature, Date Installing Subcontractor (Co. ame) Or General Contractor Co. Name)Or owner, t LOERKE INSULATION CO., INC. INSULATION CERTIFICATE k� 60 Silver Fox Dr. Bangor Number and StreeCitv `*Office over garage County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) 2, CEILING r Batt or Blanket Type Fiberglass Batts Brand Name Johns• Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed wei ht/ft s .659 l Minimum Thickness -46.25 9 q• b• inches. Manufacturer's installed weight per square foot to achieve Thermal. Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberalass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberalass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Brand Name JohnsWanville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) 1319 Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL 4 Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify;that the above, insulation was installed in the building. at the above location in conformance with the current Energ Efficient Standards for residential buildings (Title 24;Part 6;, California Code of Regulations) as indicated on:the'Certificate of compliance, where applicable. C.1-4499150 I ;LOERKE INSULATION CO., INC. ttemffs S a ure,' D5te Installing Subcontractor Co. Name 'Or VCT 0 9 1998 General'Contractor (Co. Name) Or Owner Item #s Item.#s Signature, Date Installing Subcontractor. Co. Name Or General Contractor (Co.Name) Or Owner Signature, Date Installing Subcontractor_ (Co. Name) Or General, Contractor (Co. Name) Or Owner • r