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069-470-033
69-47-33 A.P. w�.? RALPH PETERSON `7 26 Api ns, AIM . , Ornvi 11 F'e� i7 CONTR: Butte Const., Oro. 3: Permit 4113-73B,P,E,M (addition) jk A.P. t RALPH PETERSON ,7 t 26 Apica Avenue, Oroville Permit 4559-73B(demolish pa j of ex.res 69-47-33 A.P. I t�4 ' i RALPH PETERSON,���Y711�-7? '',, 26 Apica Avenue, Oroville "' a Permit 690-74B (remodel ))3 FDODSON,-7 =47,-0-033 9,98'-1249? B - .< Robert` ;26jApicaAAvenue,bOroville w 'r ,(demo�SF)r,TheveosCons t 069-47-0-033 98-1248,BPEM 0� 26 Apica Avenue 0rovi11e (new single family) Theveos'Const .r i I l J ER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ~ �" 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _ / 2- V S2, PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. M --N.A- - --.- - - Z'/ ' ^_- A Date .7 Inspector REV/10/92 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 NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector �� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please.X,ontact this office immadiateiv. 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 ?- / zC/ g PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. (le-- �ir✓2r iii en� To Date Inspector REV 10/92 q'' • Rtlire BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �f LJ C� f `' Building Department No. A.P. Number - — t D"0 urisdicton: = City County Property Owner —90y&l ( `V \ Property Location/Address CXP CGc, rel -1 Subdivision Lot No. Residential Development No o Living Mobile Home Units Installation Commercial/Industrial I _ New, Addition Department ............................................................................................................. Sq. Footage 49 Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ........................................................................................................ / ��C�'p Sq. Footage (Including Exteeor l8Aoofed Areas* �? Date 2 moor rians reviewed oy acnooi uisinci rersonneil District Identification No. f .� ►CLK� School District certifies that - _ . -3- _;;_ T . — — .. - -- (Applicant)' t. (Street Address) (City) has complied with the requirements of Resolution No. representing Schobl District Representative Paid by Check 11 square feet. Remarks: (Phone (State) g (Zip Code) 9 � 9 9 "0 0� by payment of $ 8 2926 S FULL MITIGATION = ,S- 1(? �?9. 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 Environmental Quality Act ICEQA), 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 110198dmm f ,r � � CI _ if 3 / t ... ....� - 069-47-0-033-, " + �k-DODSON, Robert 98-1248 BPEM RESIDE (TIAL '26 Apica �Avenue Oroville (new ew single family) Theveos Const 4 PERMIT NO. 3-177 PERMIT EXPIRES LOWNER f CONTR. f ASSESSOR PARCEL LOCATION j� LAddrO: - «,'. OFFICE COPY j .GAS" Yl4,— r I Meter By at f �f+ 4 ELECTRIC i b Meter By132 DateL�L� OFFICE COPY Address i ar kvll � GAS Meter By Date ELECTRIC �_7 X '3 Meter By Date CHECKED t SRA BY FLOOD CERTIFICATE REQ. - °� FIRE SPRINKLERS RE SPECIAL INSPECTION ITEMS - r. VERIFY I - TNmn—Raw r-P_ele— OFFICE COPY ` t Address Ti GAS i Meter By Dat��� r T+CTRIC Meter y 472--�:�(e --q7 JOB FINALED (Date) Signature { V' -OK ` 0 = Not OKNot ' ` = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements. 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size•Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch . 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer Location -Test -Fall -CAD -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ / L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses. 8. Utility Clearance 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except#'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test Demand Valle -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting. Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval S. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs-Type•Installation Cert. 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date R - � MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements. 2. Footings; Soils-Size•Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses. 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting. Distance-GFI S. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓_' OK O = Not OAC - = Not Applicable x = Not Ready Date UNDERFLOOR (Plans) OK except #s ningSetbacks-Easments-Flood I Oelvib, Main; Soils -EI m�Z A Ftg. Depth Garage; SoilsSteel Elec.`Gmdi�2J=Ftg. Depth 4,ot,, s� 4. Ftg. Porches & Decks; SoilsSteel-/ i Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped RESIDENTIAL (Single & Duplex) 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hol Downs and Special Anchors lab, Steel -Wrapped JA, -Fireplace Ftg.Steel 9. D. Fall -Fitting -Test -2 We C Sewer Test /p 4W . -UP Gas Pipe; Size Anchors - Yard G s Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-SerAce Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support Ins. 14. Girders -Sills -Anchor Bolts-JoistsVents-Crippies 15. Access & Ventilation 16. Insulation Date g Card B-1 .. Date Card B-1 Date (j and B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s AI.Xater Htr.; Vent -Access -Combustion Air Baffle 1 . ter Pipe: Test & Anchor -Nail Protection 1 . D .V.• t Fittings & Anchor -Nail Protection r Pan; Test, First Floor -Tub Access 2 . est Tub & Shower, Second Floor -Tub Access JJIX. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Da�: Card B-1 g7,4, Date Card B-1 Date T ELECTRICAL(Permit) OK except #'s 23. ix re & Transformer Clearance -Ins. Protection 9�Receptacles Spacing -Lights & Switches at Doors 29.'Size Bo es & No. of Conductors Stapled 26. Romex I stalled Close to Edge of Studs & C.J. Equip. GroT ma e u /Mech Fastners-Bond Gas & Water "pliance Cir s in Kitchen & Conductor Size GFI Suofc4d Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30.c4ange Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI In fated Neutral 0 Yes 0 No S 'ce-Riser Conductors & Ground -Main Disconect 3 . q ip. Clearances Panels -Motors -Meth. Epuip. othes Closet Light -Shower Light -Spa Light f 1 - A 34 -. "Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,,MECHANICAL'(Permh) OK except #'s A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation C ndensate Drain & Overflow, Size & Grade 5P'1-.nce-Vent Access -Comb. Air -Return Air Vent 115 outlet 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 46�Sits Proper Materials & Anchors 41 Walls Studs -Nailing Spacing & Braces -Plates -Sound 4;o1garing Walls over Girders & Floor Nailing ra Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date Cling. Joist-Rftr. Ties-Purtin-roff Brac: Truss-Shting: Rfng. 48 place Ties or Type A Flue -Fireplace Throat clearance 49-'A ' ss; Size & Romex Protection -Draft Stop -Ins. Baffles Bd . Windows or Exiting Doors -Sill Hgt. & Dimensions 5 yage Fire Protection Framing ro Line Firewall & Openings Dors-One 3 -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stu Mesh -Drip Screed -Fd. Vents-Underfir. Access SB. G ng Area -Glass Protection -Skylights -Plastic Shear Walls: Nailing -Bolts pr -6q. Brace Int / Exterior al Panels 61. Insulatio Wal eihn s 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext s- r & Sidelight Protection -landings e Detector Fumace; Vents -Clearance -Comb, Air-Conector- In Garage: Above Floor-Ducts-Mech. Protection 6?YiyFI.B BSt�Fi xtures & Tub Access -Spa EI m & Suboanel. Breaker Sizes & Labels Fir or Stove, Clearance -Hearth Elec ets at Wood Panel, Int. & Ext. it. Fixt-&-Aooliance: Ground. -Air GaD-Cooklno Clearance 76- Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Aer:rgeAbove Floor -Meth. Protection Plb. : & Mech. Equip. Listed for Location 7 . EI a tacles in Garage G.F.I. -Romex Protection ns n -Foam -Looked in Attic . G i s & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clear ooked under Floor 0 Yes olloJpgJnstld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No —8*-A.C.-YPWUisconnect. Electrical -Plumbing 65 ents Roof. Plbg-Appliance-Fireplace-Clearance to Openings 86. er I, Disconnect, Electrical, Plumbing ehor Elec. Trim, G.F.I. Receptacle -Underground 4. V ation Throuaht House 'ss Protection or tions from Previous Inspections 1` as -Meters Tagged, Gas -Electric 92. Xter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Cgitijxcate-Other Certificates Date t; - Card B -'/M Date Card B-1 Date F�-7 Card Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed if you have any questions pertaining to this matter, or need additional explanation, please c9ohtact this office immediately. v w w&5 I Z it / A/ f kLam( C �� 02 D.d ,,4 n/z�r ,Ati/2 LWIrt7A IVAI oy Date 12- y 2� Inspector REV 10/92 ... 74k1101 1 OWN= "yY,.•`yM�f�j'S 1. A DAIL Ar '.i i Certificate f Conformance Certificate 054050 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIE17that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection. of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality- 0'.,- uality. .•`���a w ®o �'•. sed' c'O l� A ca M SEAL ;<y by T_ Thomas G. Williamson Executive Vice President EV&NEEAQD WOOD SYSTEMS is a reiacea comoraren of APA — THE eVGWEERED WOOD ASSOCIATrON 70113eum I" Steel • PO. Box 11700 • Tacoma. WA 95411-0700 TeW00ne: (253) 5654W= • Fax Min"r. (253) 555:265 TOTAL P.01 LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 26 Apica Oroville Number and .5treet CijY ounty Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. fib, Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fib_eralass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches, 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient 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. em #s S gna ure, atensta ingSubcontractor Co. Name)r JAN 2 5 1999 General Contractor (Co. Name) Or owner Item ss Signature, atensta mg Subcontractor(Co. ame Or General Contractor (Co.Name) Or Owner Items Signature, Date Installing Subcontractor (ctor (Co. ame) Or General Contractor Co. Name)Or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California- 95965 • Telephone (530) 538-7541 C/ /PER 1 n (Rev. 12/96) AIPLICATION AND PERMIT d ASSEMi}PAR `l N11!'b33 ROBERT DODSON ZONING BUILDING PERMIT OWNF26lp�papica avenue, oroville 95966 TELEPHONE FSQ.FT.00C. BUILDING VALUATI ' 608 .OW Th Y , t tbNJT UNF 40 120 "'79V MbCOUNTRY CLUB ROAD, OROVILLE T�110-16716 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace I A 1,500 LENDER'S MAILING ADDRESS Total Valuation $ 189,216 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 954.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 620,43 BUILDI ADDASS ICA AVENUE, OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S 1,617.93 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other A A SPECIFY Each Trap 7.00 L05.00 -JD Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New E Addition ❑ Remodel ❑ Unities ❑ Ipstallation ❑ Other ❑ Describe Work: SP 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 S 185.0 ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR UE Main Service 20 OA OR LESS 23.00 2 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fU Orce and effect. 3 I G'( a t 1 (� License Class Lic. No. ` "1 [^J OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Wormance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comgensatio insurance carrier and policy number are: Carrier 9 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a ACC. BUDS. 3 603.5QFT. 38.60 NEW CONST. NON -REBID. MULTI.OUTLET C @7.50 POWER APPARATUS 8 SINGLE OUfLEf CIR. OUTLET OR FIXTURES @ , .00 Ex. Occup.SAL @ .50 Ex. Occup. OUTLETS REFS ) FA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.60 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 1 L 7 7 7 (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' compen laws of Cal' ornia, and agree that f I should become subject to the work ensati provisions of section 3700 of the Lab r Code, I shall fort it c ose provisions. _ X Date �S Signa re of A plicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excava Ions over 5'0" deep and emoli on or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. U0 Gff 3 co1ST. TVN OTAL FEE $ 2,143.06 �� Hy. F�EI I " FLOOD DF P IS:U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do wo'k indicated above for which fees have been paid. By Datee (� L� �O PERMIT EXPIRES ON q l6?, Date Receipt No. " 768.67 77715 IvA737= WHITE-D.D.S.-B.D. CANAR -ASSESSOR PIN -INSPE T R I GOLDENROD -APPLICANT a E.H. USE ONLY Plot Plan Attached Floor Plan A ched Sent to B.O. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# k, Plan Approved for: Sewage Disposa Water Supply: Publi�� Private Well .— Clearance for dwelling. Other 3 r—Rj_ Hold final for: Final clearance OX NOTE: for: Environmental Health Specialist 8/96 Date e _! COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLE, CALIFO `hIIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:n ASSESSOR PARCEL Proposed Buddin se: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit prod ssmi g and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------ 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------ Engineered plans, 3/4 sets, with wet signature on plans. All engineeringmust be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- i ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. anufactured Home data and installation instructions including Tie Down Specifications ------------------- f$ ------------------------------------------------------------------------------------- 17.1 pact fees as shown on the attached schedule. ----------------- -- — fW___ -rA alifonnia Department of Forestry plan approval/fees. - --� :--- -- ----- L ------------------ ---------- 7 ood elevation certificate. -------------------1--------------------------------------------------------fo ------------- 4. Sanitation and plot plan approval 640 V c l ealth Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: --------------- ---- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- eXAI. croachment Permit for driveway (construction approlal prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----- ❑26. Letter of intent on building use. ---------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------------- 1128. Existing violations and/or expired permits. --------------------------- El 29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) 030. Other:------- —F— When you issue the ppimij, pro /cess as follows ❑ Mail to owner, ❑Mail to co tractor. ❑ Telephone S Q ! and hold for pickup at &9ry ✓ t �Q ith inspector.too y Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ AiePollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ r: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: ! - OLD SC -1 p(/Ir,) S I -ti 6 j (; q( WD C4p►3Y2 pii : 2 6 PA 1'EU i 5 e D Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: 0 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, weer w advised of the above uid ❑ phone, ❑ mail, ❑ Buildin s' n ounter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold/in ❑ Plan Cabinet, ❑ A. .folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. <y �l • 6 C I,n KVK,4I V .� yI , ^q" �,'..r'' v...` � �'t i^�-T.'� A ,�j�'•t%. f'{2 ,t:irjr-i.-.� LYS` if "l+^�-.-- u"'t2r' r..Y^,y I.?,, i�. 'S � . . s `� ' � { vt '^`� !' 4��.1\i i"^ t'� aY.r7'•�..,,�}�,��,�si-✓�r�l ,y���, �t _� .,{�. -� . rlx COUNTY. OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 -� SCHEDULE OF FEES DUE /� OWNER ,� t rI f �Sd h A.P. it �/D PROPOSED BUILDING USE ,4- DATE, 1p RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $' SCHOOL DISTRICT FEES U t (pai at District Office) . ' FEES (paid at Building Division) CC S ALJ e ii'( d R idential ........ x $360.00 $`l - 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 $510.00 (paid at Building Division) _ 7. SRA FIRE INSPECTION• AND PLAN CHECK ro4, -3 / 3 5,3 $89.00 (paid at Building Division) _ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be chane ring the pl checking process. APPLICANT (;DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above rfiay have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during whish you may protest. The requirements for a protest are specified in Government Code Section 66020(a). t Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) "V1 -COUNTY OF BUTTE ..o h.,%%"_ ' -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER PROPOSED BUILDING USE .i SCHEDULE SCHEDULE OF RECEIPT OF FEES 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... A sa A. P. # 9 �_��'�-� DATE !a 1 A�5$ -- Additional Fees Due ........... $ ,- Revised Plan Checking Fes ....... $ RECEIPT # DATE REC #SCHOOL DISTRICT FEES (AO v cE,�'?�/�-�` (i (paich at District Office) t3. RIFF FEES (paid at Building Division) ' — `L J R sidential ........ x $360.00 $ _ Units Commercial (sq. ft.). x $0.03 = $ Sq. Ft. c 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 — $510.00 (paid at Building Di -vision) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building'Division) _ 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) ' 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER / l�x Alm t� . 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 Chan ring the p checking process. s _ o APPLICANT ` " i� r DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above ay have been imposed on your project. You have 90 days from the date o approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). t Original -Building Div. 2nd Copy - Applicant 3rd Copy Owner ; (Rev. 2/97) 2 " BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form Pei' Building) School District r0 (s f �%7 , Building Department No. A.P. Number D�p "' �V Jurisdiction: = City r-'71 County Property Owner RCrlc�a � 1 S�/? Property Location/Address Aid I`/` lw Ale . l6ro v r e Subdivision Lot No. Residential Development Fn No of Living Mobile Home Addition Units Installation Commercial/Industrial Addition ouwrng ueparimeni (Floor Plans reviewed by School District Personnel) District Identification No..� ` y f School District certifies that Sq. Footage (Group 1 Sq. Footage '/ ! ✓ 3— (including (Including Exterior Roofed Areas) Date JC?��cQ,��� (Applicant) (Street Address) f (Phone Number) (City)lJ49rff" (State) (Zip Code) has complied with the requirements of Resolutiori,'No. — - Q by payment of $ representing Z09 ! square feet. JgB 2926 $ LL AIITIGATION $ ��-76 School District Representative Date Paid by Check # Remarks: 9 0 - 7- v Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the,scliool district's schools. White (applicant), Yellow (building department), Pink (school district) ,l ; feeform.xls (2/97)dmm COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9P-/2 ASSESSORPARCEL NUMBEA ZONING BUILDING PERMIT OWNER Ae t D ` ^/.,-) TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS / t� �C O/ � v///� 10 �n� ZO. 0 CONTRACTOR'S E birl %!'I Cf/cas S� . TELEPHONE 53 3 -b I OO CONTRACTORS MAUNo ADDRESSO/'o �'vu fr Cl ,rZ �; / ✓ / o0 CONSTRUCTION NOER LENDER'S MAIUNG ADDRESS Fireplace I Soo, 00 Tota) Valuation IS Z�G,O ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Permit Fee S 50 Plan Checking Fee $ ,ZQ. BUILDING ADDRESS ��,,/ � Col ,"/ vG d�//G Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other -' SPECIFY Each Trap % 7.00 , 09 Solar or heat pump water heater 23.00 Water piping 15.00 .00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities ❑ Installation O Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 VO • Building sewer 15.00 00 Mobile Home ISI GI W1 920.00 PERMIT FEE S 00 ELECTRICAL PERMIT Fling Fee 20.00 "00v OR LES4 Main Service 200A oR LEss /y 23.00 Z AO 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: 0 1, as owner of the property, or my employees with wages as their sole Compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0• deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. SD C (� 3.51ts,; ORNtW aNS. ( 1. ►aiuACC. oar NON-AESID. 97.50 PSOX? APPARATUS a swGL E oLmEr CIR. Ex. Occup. OUTLET OR FwTuREs s�L®I:00 LNS Ex. Occup. ouTLEET°s�aEslo.°EA. 5.00 Temporary Service 23.00123,00- Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : :;Z-044-05 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling,QO Hood 8.50 16, , 15 C Ventilation ,rjn191100 PERMIT FEE S •L 0 Mobile Home Installation Fee s Energy Inspection Fee s , QQ 3 CONST. PE TOTAL FEE $ ,21LL IrAw,O(p HAz. o. FEES IMP FLOOD CDF� PARCF� Pp Ho UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date /o ReceiptNo. f WHITE-D.O.S.-B.D. C A Y.ASS SOR PI INSPECTOR GOLOENROO-APPLICANT OWN* OFBUTTE-'IkrSARTMENT OFAEVELOPMENTSERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�;,ARMIT ro. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PER IM19 Al TELEPHONE SO. Fr, OCC. BUILDIN VALUATION AID ADDRESS e D v; �-Z 1-7 R'S E TELEPHONE � 533 D7! V R'S MAILING ADDRESS c., 4LIA O/ P - 41"o V r` CIO CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Q ® 2 Total Valuation $ ARCH(rECT OR ENGINEER LICENSE NO. Filing Fee $ 2O. CYO ARCHITECT OR ENGINEER'S MAILING ADDRESS T V. Gl. l/� Permit Fee a �$'� $ /-6-ST,-75-0 Plan Checkin Fee Z• 5 $ BUILDINGADDRESS Energy Plan Checking Fee $ Ono $ PERMIT FEE S LOTNO. SUBDNISpNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.60 USEOFSTRUCTURE SF L Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 /5,70- Each gas water heater or vent 15.00 15,0,0 TYPE OF WORK New Addition O Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: Gas piping system 1 - 5 outlets 15.00 , Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'coon OR mss 23.00 � , LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: O 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. O 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. owEwNG OCCUP. OR ( SO 3.5¢s: 3 NEW DONS 77 MLIADDo� NON -REBID. I @7.50 OWER APPARATUS 8 SINGLE OUTLET C". Ex. Occup. OUTLET OR FIXTURES B2' p l.w FIXUIS Ex. Occup. ourEitrs aEsID°FRe 5.00 Temporary Service 23.00 L.Q Mobile Home Facilities 20.00 Misc. Wirinq 23.00 1__)lFXt4 PERMIT FEE S r WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 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' ,. n laws of Calif ia, and agree that if I should become subject to the c ovi m e • ati ovisions of section 3700 of the Labor Cod I shall se provisions. i X Date �5 Sigcant - ❑ Owner ❑ Contractor O Age An OSHA permit is required for excavations over '0"deep an demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00_ Heating 00 &- -a ,f- �0-0 ?) ro Coolingf m? ao p? Hood 6.50 Ventilation S 1 ,C� PERMIT FEE I $ Mobile Home Installation Fee $ Energy Inspection Fee $ %J CONST V TOTAL FEE $ HAz. FEES IMP FLOOD CDF p C PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 910 Receipt No. =11+ WHITE-O.D.S.- AN RY- S ESSOR K -INSPECTOR GOLDENROD -APPLICANT . . . . . � ` . � � � � � �p ' ' '~~�' ^`" // y� �\& � . ` '' +" ^' ° � ^ ^ ,' ^ .'�`'` . ` � .' ' ' ` z. .,x � . ' ' ____+- ' ^ ..� �\ ^ ' '`� �`' '^ � , '''�.�' ��'�1 . ` , ' . _`.'. . ` . . ^ . '` � ^ - .� ~ . � ' �.`' ��^ ' `� '|� ~^' ' :'�' '' � ' ^'` `' ` ' ' ' ' . ' -�~ . . . ' � . ' . . ^ ` , �� � . ` . . � . .` - � .� . - . � . .. ` .. . . `^ � �� � . . ^. . . ^ `. . .. � ` ^ . . . .. . , ' .^ � � - ' _ � .` ` ,' � *`. � / ~../^'~. �__. .�.'� . ENGINEERING SURVEYING PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 August 14, 1998 Butte County Building Division 7 County Center Drive Oroville, CA 95965 RE: Permit No. 98-1248 Dodson Home Robin Theveous, Contractor This office has reviewed the truss design as prepared by Longfellow Lumber. We find this design to be in conformance with the needs of the plans as'prepared by Chris Irwin. Sincerely, Kenneth C. Lenhardt, P.E. GDA Engineering, Surveying, Planning KCL:dI File: 980581tr KENNETH C. LENHARDT P.E. JOHN D. CHRISTOFFERSON P.L.S. �I ffatte, Count _- LAND OF NATURAL WEALTH AND BEAUTY Date: June 30, 1998 Permit Applicant: Robin Theveos 7090 Oro Cour Oroville, CA 9 With reference to the above su ject [X] Plan Check List [ ] Red Marked C culation [ ] Red Marke lans ( ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPM ERVICES 7 COUNTY CENTER DRIVE • ORO E, CALIFORNIA 95965-3397 TELEPHO : (530) 538-7541 : (530) 538-2140 Permit Number: 98-1248 Club Road Assessor Parcel #: 069-470-033 attached is Action Requ' ed: [X] Co ply with Plan Check List [ ] submit Plans with Revisions As Required [ ] eturn All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Date: June 30, 1998 Permit Applicant: Robin Theveos 7090 Oro Country Club Road Oroville, CA 95966 • Permit Number: 98-1248 Assessor Parcel #: 069-470-033 The above referenced building plans were received by this office. Provide additional /information and/or make revisions to plans, specifications and calculations as follows: V 1. Enclosed is your school fee form. Pay fees at school district office and return yellow copy to Building Department. l%/e,(ZED /10, i4, f douP/eC_ 1117,da T 2. Energy calcs: Lower level is living space - interior stairway, wall finish, electrical and insulations. This area to be included in energy calcs. Roller shades to be installed before final. 3. Provide plot plan showing entire parcel. �G7"G(S�� 7U r✓1"vi6le- Show how LPG water heater can be drained at basement (under floor) location. Provide location of fau. Bracing: The house is not braced per conventional construction is the following areas: fiA Roof or floor not laterally supported by braced wall lines on all edges. Sec 2326.5.4.2 UBC. A. Entire back wall line of house. fi:2-" Exterior braced wall panel not in one plan vertically from foundation to upper most story in which they occur. A. Rear portion of great room. Interior bracing required 34 feet on center. A. Downstairs room requires interior bracing. Lateral analysis of these areas is required Engineer to review and approve trusses. I Date: June 30, 1998 Page 2 Permit Applicant: Robin Theveos 7090 Oro Country Club Road Oroville, CA 95966 0 Permit Number: 98-1248 Assessor Parcel #: 069-470-033 7. Additionally the following areas will analysis by licensed professional: Rear wall not supported by foundation - show how loads transferred to foundation. -3,2 Provide gravity load calcs for rear deck floor joists. /7!� Gravity load calcs for 4 X 10 and 6 X 4 beams at dining room and front entry. Including foundation design. Calcs for CMU support columns. ,7-S" Porch column and soffit. 7.6 Calcs and design for guard rail. 3-T Calcs for coffered ceiling in master bedroom. Is interior stairway width reduced by bathroom cabinet in shared wall - if so remove cabinet. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney cc: Robert Dobson 66 Apica Avenue Oroville, CA 95966 Tecton Enterprises 1970 Mitchell Avenue Oroville, CA 95966 RESIDENTIAL'PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER:BUILDINGPERMITNUMBER: g �1Z7"t PLAN CHECKER: ►SIV (j A. P. NUMBER: (�i09 k76 —Oy 3 GENERAL: ,4'- Zoning requirements: (side yards and number of permitted living units). ,21 Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Sl ririklers, Water Tender, Trees, etc.). �Y F.A.U. & F.A.S. road setback. ,8! Building or utilities across lot lines (Record form). FLOOR PLAN: ,K Complete to scale plan with dimensions. IZ-' Required windows for light and ventilation (Section 1203). ✓ Required windows for second exit (Section 310.4). G4 Skylights (Section 2409 & 2603.7). fl Glazing in Hazardous Locations (Section 2406). 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). (32 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). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. S RUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. .4! Three story building requiring engineered calculations and plans. 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. ,Rr Fireplace construction details and calc. if necessary. 11. Gage de�d/or porch header sizes. d� Stud heights. ,13'' Adobe soils - special foundation design. ,1.4-- Retaining walls requiring design. AT-- Special Inspection requirements. Header size. June 1997 3,2 MISCELLANEOUS ITEMS TO LOUT FOR: e • 1 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 150 1). Roof covering type - (fire hazard). !7� Foam insulation - protection. 36" halls and stairways: 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). 1 Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. -W. Noise requirements on duplexes. 15 Energy design. lk>! Flashing at all exterior openings. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: — .,Rood Hazard/Elevation Certificate ✓ SRA Requirements Special Inspection Requirements = Automatic Fire Sprinklers June ' 1997 3.2 APPLIC OWNEF PERMIT A. P. WORK 4 PROOECT PROCESSING R�^ORD � I V f 8 ;2- -7.9 D CRIpTIONOF STEP pin /n inIi �� I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PE�Ry+I NO. (Rev. 12/96) APPLICATION AND PERMITS ASSESSOR PARCEL NUMBER 069-470-033 ZONING 1 BUILDING PERMIT OWNER ROBERT DODSON TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 500 . OWNERS MARINO ADDRESS CONTRACTOR'S NAME THEVEOS CONST. TELEPHONE 533-0716 CONTRACTORSMAILING ADDRESS 7090ORO COUNTRY CLUB RD, OROVILLE CONSTRUCTION LENDER NONE Fire Place LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 220.W Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 35.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Otheri} Describe Work: DEMO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A 1100VOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fkJ force and effect. License Class Lic. No. � � 0 y g OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance 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 Main Service 200A TO 1000A 46.00 NEW CONST. owELUNG OCCUP. SO OR ADDNS. ( 6 ACC. BLD.. 3.50FT. IC ON MULTI -OUTLET 97,50 POWER APPARATUS S SINGLE OUTLET CIR. 20 @ I'50 Ex. Occup. OUTLET OR FUTURES BAL @ .50 Ex. Occup. ountrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.0C Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be dbmpleted ff 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 C.00 not employ any person in any manner so as to become subject to workers' IO, Jews of Califor ie, and agree that f I should become subject to the worker ' c pensation p isions of section 3700 of the Labor Code, I shall forth It om ly o provisions. X Date Signatu a of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA 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 $ occ corer. TvpE TOTAL FEE $ 35 HAZ. D. FEES IMP FLOOD COF PARCEL Po HD I.S This permit is hereby issued under the applicable of the Butte County Code and/or Re indic d bove f h' h fees h en Date PERMIT EXPIRES ON provisions lutions to do work paid. 6 /%S lW to Receipt No. ki 173 WHITE-D.D.S.-B.D. 'CANKAYMSSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition Permits Asbestos Notification Statement Date �'O I AP# Pursuant to section 1.9827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The.permit may be issuedwithout the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental.Protection Agency is not applicable t t 's dem lit' 'project. Sig ature of Applicant 2/19/91 Point Svstem Summary: Climate Zone 11 P -ZR, BUILDING DATA �,C� Conditioned Floor Area _ Number of Stories SlabJRaised Floor Che [V k all applicable Unit Type condition(s): ingle Family Detached (SFD) [ ]Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Mufti -Family (MF) [ ] Existing -Pius -Addition SCORE CARD Measures 1. Fonestration or - Area - North LI -Value [0.028] East Wall Insulation -4 South L West Uvalue [0.065]. Skylight . . Total SD/ 221 / 1. Ceiling Insulation && or % Fenestration Rvalue [38] LI -Value [0.028] 2. Wall Insulation -4 or • Oyf East x R -value [19] Uvalue [0.065]. 3. Raised Floor Insulation Iq or West 11-:40. x R -value [19] U value [0.037] 4. Slab Edge -Insulation 45,1 or Overhangs? N) —Fl -value- [0] F2 factor [0.75] 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) 6. Fenestration Heat Loss Dv�h �-•V1 �2 • / Type U -value [0.65] Total % Fenes. [16] 7. Fenestration Heat Gain' % Fenestration SCS' ado open Eff. % Fenes. North ,yj x 12 5- /al, . ' East x = South /. L x , 4 _ /,a West 11-:40. x L Sum] -6 Skylight x = Overhangs? N) 8. Interior Thermal Mass or D•37 9. Exterior Wall Mass 10. Heating System 11. Cooling System *z x Or or SttH Itv.ol 12. Water Heating I �•� System 1 -56 S'_6 ► G5 eater ype Energy I Me 01 0 System 2 �.. Heater Type [None]. Energy Factor Shade Eff. Ratio r Point S.coresA , O D WILONG DEPARTIV-Eng`. Form Revised January 1992 Point Total:` Point Goal: Duct Effie. 11 story: Effective AFUE Zonal Control 0.63�sfbory: L or HSPF Adjustment [0] r Duct Effic. 11 story: ffectNe S 0.81; 2+ story: 0.971 Zonal Control Adjushwt [0] 12 5- /al, . ' /2 1749-41-1.Ste• Ins. R -value Au�l— aryl Input [12] [None] [STD] Ulq,jP "0UN1V pary InputD tr bubTon ]� Sum] -6 WILONG DEPARTIV-Eng`. Form Revised January 1992 Point Total:` Point Goal: Duct Effie. 11 story: Effective AFUE Zonal Control 0.63�sfbory: L or HSPF Adjustment [0] r Duct Effic. 11 story: ffectNe S 0.81; 2+ story: 0.971 Zonal Control Adjushwt [0] 12 5- /al, . ' /2 1749-41-1.Ste• Ins. R -value Au�l— aryl Input [12] [None] [STD] Ulq,jP "0UN1V pary InputD tr bubTon ]� WILONG DEPARTIV-Eng`. Form Revised January 1992 Point Total:` Point Goal: re 3DNvansNi a nim 7W wlivi 3ivis NAME DATE DESCRIPTION OUTSIDE SURFACE AIR FILM I� P2p I IIl. i FOAH, 10--:5ulr INSIDE SURFACE AIR FILM R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE (RQ ,i1 COMPONENT DESCRIPT• o.o X _ r: oaf 1 / Rc ASSEMBLY NAME 41 FP/6 / 100 v. ASSEMBLY U -VALUE ASSEMBLY TYPE e- e7 Fir �5,e7r-1 �O� • d Ole Wall I �c Ceiling / Roof FRAMING MATERIAL \ ' V? FRAMING SIZE (1 %: '1.5°/a+(16' FRAMING PERCENTAGE I O o.c. Wall) 12% (24' o.c. Wall) 10% (16' o.c. Floor/Coil.) SKETCH OF ASSEMBLY 7% (24' o.c. Floor/Cell.) DESCRIPTION OUTSIDE SURFACE AIR FILM I� P2p I IIl. i FOAH, 10--:5ulr INSIDE SURFACE AIR FILM R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE (RQ ,i1 .h o.o X _ r: oaf 1 / Rc 1—(Fr-/./100) 41 FP/6 / 100 v. ASSEMBLY U -VALUE O G'1 e- e7 �5,e7r-1 �O� • d Ole SUBTOTAL 'lam• �fQ I I , Rc Rf HEAT CAPACITY (Optional) O.O WALL WEIGHT (lbs/sQ SPECIFIC HEAT 'O jfl -Ib) HC (A XB) (Bfu/F-sf) o.o X _ r: oaf 1 / Rc 1—(Fr-/./100) 1 / Rf FP/6 / 100 v. ASSEMBLY U -VALUE TOTAL HC JUnE CO V Nl MADING DEPARTMEW �"V, o Nonresidential Compliance Foran December 1991 O.O X ,�� + o.o X _ r: oaf 1 / Rc 1—(Fr-/./100) 1 / Rf FP/6 / 100 v. ASSEMBLY U -VALUE JUnE CO V Nl MADING DEPARTMEW �"V, o Nonresidential Compliance Foran December 1991 0 3DNvnnsNi Wave aivis Certificate of Compliance: Residential Protect Address !�V v T 1 nl•nnw (Page 1 of 2) CF -1 R G77 Date' Building Permit IMy Plan Chick / Data » Field Check / Date Compliance Method (Padta9e, Poin System or Computer) Climate cone — - -- - GENERAL INFORMATION �2SZnz Total Conditioned Floor Area: Building Type: Single Family Addition (check one or more) Multi -Fa •1 Existing -Plus -Addition Front Orientation: North / as /South /West./ All Orientations tineut one tion in degrees and cirde one.) Number of Dwelling Units: Floor Construction Type: Slab / aise loor (circle one or both) BUILDING SHELL INSULATION • Construction oNC Component Insulation Assembly Location/Comments arac ts typical, Type R -Val U_ -Value attic, te, ical, etc. Wall .............. 0V rril/.7/G8� Wall .............. Roof ............. Roof ............. Floor ............. Floor.... .... Slab Edge.:.. FENESTRATION Shading Devices Fenestration Area Fenestration Interior Exterior Orientation sf U -Value roller blind, etc. shadescreen, etc. Ab Front..... (E) --- h ,•. Front..... ( ) Left....... (S) -Left ....... Rear..... Rear..... (� Right..... ( ) Right..... ( ) Skylight ....... Skylight .....:. dkl, at -/I r — THERMAL MASS Type/Covering Area Thickhegs icinh/aYoesad. tile. etc:) sf inches LocatioNDescri tion kitcher Revised December 1992 Overhang Framing •kYr'+�11 j 1 .jj bath, etc 110-1 5= 4 r 9 1 ,711�t'��f , Fe 3�NvansNI wave aivis Certificate: of.�.Co,mpllan.ce: ,;:Residential �i age�2�of/�2 ,h:�[•CF-1 _ _._ _. �_.. - :dX. �A S�JRYrvnh .I,•� 'yV,:. (.'^".. Mlw.l� Project Title F Jf .Date,a HVAC SYSTEMS s 'a Note: Input hydronic or combined hydropic data under Water Heating Systems, exoept Design Heating Load ' r ' Distribution Heating Equipment .Minimum Type and Duct or HatP�ump� k,r Type (furnace, heat Efficiency.' Location Piping Thermostat •mf iratlon'?� Cogu .. f fiiOrepsCkage) pump, etc.) (AFUE/HSPF) (ducts/attig, etc.) R -Value, Type `T`• ` .,5� , (" /7 wit Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location ..heat Pump, eva . coolin SEER attic, etc. g __lUTV1O 71 WATER' HEATING SYSTEMS ' `a �`.:� , ,ti,� z ,—x'; En Rated. Tank. Factor Water Heater Distribution Number Input (kW Capacity Recovery. t" Standbyf T e T e in System or Btu/hr (gallons)Efficien ..,• Losse For small. gas storage. (rated input 5 75,000 Btu/hr), electric resistance and heat pump water heaters aist;Eneragvy*' For large gas storage:water heaters (rated input 275,000 Btu/hr), list Rated Input, Recovery Efficiency acid S dby L For Instantaneous gas water -heaters; list Rated Input and Recovery Efficiency. ,:3 , i, SPECIAL,FEATURES/REMARKS'(Add extra sheets if necessary) r � r COMPLIANCE STATEMENT ,Vr4 This certificate of,comphance fists the, building features and. performance specifications needed to comply with .rtle, 24Pt the Cahfomia Codeof'Regulations, and the;administrafive regulations'to implement them. This certificate hasti a sf 8- 49: rftidmdual wihoverall'design responsibility: `When this certificate of compliance is submitted for Ingle building'plan to b ' orientations, any shading feature,that is varied is indicated in the Special Features/Remarks section. � '-rt L ,Designer or Owner. (per Buslrieas & Professions code) Documents n Author>� ' k Y 4 Name: • sTtle/Firm Title/Firm: ..Address: �� 4 �t 4 Address: }'r t Telephone: Telephone:" $ ,i.y�ti (signature) J (date) (signature � • �` - >`''�: >1"' Enforcement A enc ' ;"Nam e• • �� tar x, Telephone: fsignature/stamp) (date) a Revlsed December 1992 Duct Thermo • estat R -Value T ;,': ;,. f,tir.:ry• 1 Q !L F Jf 1 4 = M.` 'E'` ♦ it ` `v F-0 3�Nvvn SNI wave aiviS 74. .12 b 00- t ji 0076, gut, .12 b 00- t 0 33,NVansN1 wave 31V1S I ' 1 •L tFenestration Worksheet: Heat Gain (Part 2 of 2) • -- Jform WS -3R, Project Title SC Shade wa (Shade Shade Open (w/ Orientation (circle one): North / East / Sou WW Skylight Closed) Closed Overttar�g) c, x (Note: All values on Part 2 of Form WS -3R are for one oriental• nly.) x = = x x = Overhangs OH Factor OH Factor Fenestration Overha Overhang'Projection (Shade (Shade Description Height Depth Height ( Ratio Open)- Closed) OH Factor SC SC Shade OH Factor Sc SC Shade (Shade Shade Open (w/ (Shade Shade- Closedi(w/ Description Open) Open Overhang) Closed) Closed Overttar�g) c, x = L x —� �x x = = x x = Area -Weighted Average SCshade open & Shade Effectiveness Ratio SC SC SC Shade SI Shade Shade Shade Fenestration Open Eff: Description Closed' Open' Eff. Ratio Area x Area x Orientation Total: /3 /315_ _ 2 <10, Orientation Total Orientation Total Average Orientation Tota SC Shade Open Fenestration SC Shade Shade Eff. Rat' x Area Area Open x Area Note: Shading coefficients should include overhangs if 4WIlcable. Percent Fenestration Fon Revised January 1992 s _.. i .. r. ✓.....'^:..: ;,.;rid I Orientation Total Avoraga Ratio Fenestration `Shade Area Eff litl_ J 313 x 100 / Orientation Total Multiplier Fenestration Area sw leZZ t; "�� _ �• #oho Conditioned Panaant Floor Area FanasEratla (per orientatN_•..�) F-0 3�Nvmnsw wave 31v15 f=enestration Worksheet: Heat Gain (Part 2 of 2) - - For1m - Date Project Title Skylight Orientation (circle one):North (Note: All values on Part 2 of Form E WS 3R aresW or one orientati We Overhangs OH Factor OH Factor Overhang Overhang Projection (Shade (Sde Fenestration Height Depth (H) Height (V) Ratio Open Closed) Description � 01 1p OH Factor SC SC Shad O (Shade Sc SC)Shade Shade- Closedl(wl (Shade Shade Open (v Description Open) Open Overhang) closed) Closed Overhal. , : . --------------- x = X = x = x -�-- _ x = - Area -Weighted Average SCshade open & Shade Effectiveness Ratio ! Sc SC _ .. SC SriaU Shade Shade Shade Fenestration Open. Description Closed' Open' Eff. Ratio Area x Area Orientation Total: l T% 6.1 Orientation Total Orientation Total Average Orientation Total Orientation Tota SC Shade Open Fenestration S Open Shade Shade Eff. Ratio FenesiAreation x Area Area x Area • Note: Shading coefficients should include. overhangs rf applicable. Percent Fenestration —X 100 Orientation Total Multiplier Conditioned Fenestration Floor Area Area Form Revised January 1092 L 0 a3,NvansNi wave atvis HeatGain (Part 2 of 2) Fa,m;W,S=3R' Fenestration Worksheet. rce `.: Date Prosect 71W . Orientation (circle one): North ./ East / Sout We Skylight (Note: All values on Part 2 of Form WS -3R are for one oriental' nly.) Overhangs OH Factor OH Factor Fenestration. Overhang Overhang Projection (Shade(Shade Description Height Depth (H) Height (V) Ratio Open) losed) G . G7 • / s ---------- 0H Factor SC SC Shade OH Factor SC SCiSIba►de (Shade Shade Open (w/ - (Shade Shade- Clo.�ed(*k Description Open) Open Overhang) Closed) Closed Otre` )i ,_ez;... x X. x Area -Weighted Average SCshade open & Shade Effectiveness Ratio 1j•' Sc Sc SC Shade !S Shade Shade Shade Fenestration Open Eff. Via: Description Closed' Open' Eft. Ratio Area x Area VV Orientation Total: /•� Orientation Total Orientation Total Average Orientation Total ' Orientation Total •� s:Av SC Shade Open Fenestration SC Shade Shade Eff. Ratio Fenestration; . $ x Area Area Open x Area Area Eta. Note: Shading coefficients should include. overhangs it applicable. Percent Fenestration.. �� x 100 Orientation Total Multiplier Conditioned POrp Fenestration Floor Area Foriest Area e X. T% (per,orlel Form Revised January 1992 0 3)NvvnSNI a® wave 31tl1S . y ._ Form II Fenestration Worksheet: Heat Gain (Part 2 of 2) : / Protect Tltle Orientation (circle one): North / East / onentaY Wnly.) Skylight .. i a nn part 2 of Form WS -3R are for one (IYV►e. nn . --- --- - OverhangsOH Factor OH Factor Fenestration Overhang Overhang Projection Height (V) Ratio (Shade . Open) (Shade Closed) Description Height Depth (H) OH .Factor SC SC Shade OH Factor open (w/ (Shade Sc Shade MShade Closedl(w/. : (Shade Open) Shade Open Overhang) Closed) Closed Ovefiat g)„. Description __-- x _ x x = = x _ — Area -Weighted Average SCshade open & Shade Effectiveness Ratio SC SC Shade Sc Shade Shade Fenestration Open ShadeifF ;. 'i '':• Va Shade Closed• Open Eff. Ratio Area x Area x`- ” ;;`•: Description / n `- 1 -N•:? t Orientation Total: ------�--^ , ,;•� ` Orientation Total Orientation Total Average • SC Shade Orientation Total Orientation Total Shade atio fenestration . :.. Asef�pe Effr b SC Shade Open Fenestration Area Ope Area x Area 15:;. • Note: Shading coefficients should include. overhangs •rf applicable. Percent Fenestration. Form Revised January 1992 x 100 Orientation Total ,. Multiplier Conditioned , Fenestration Floor Area Area -11"4,orMAI Mass Worksheet li WS -IR Date _ INTERIOR THERMAL MASS: METHOD B of the two possible options for calculating ai sim l fi d method to take thermal mass credit for or mass as explained in S Method B is one The other option, Method A, is P Residential Manual (RM). rade. concrete slab -on -grade only. This worksheet is r than concrete Method A. Method B must be used to take thermal mass credit for any mass elements of a the Unit Interior Mass Capacity below. Look up Calculate the Interior Mass/CFA value using the worksheet space des to conditioned space, enter the surface area of (UIMC) for each interior mass surface in RM Tables 4-9a, 4-9b and 4-10. Include the interior surfaces of area exterior mass walls. For interior mass walls exposed on both (tw. ) only one side. Include the inside surfaces of exterior mass walls as explained in Section 4:2 of the'R ..• Unit Interior, "'tG"b Mass Area !japCcity Massa acity Description x, /.• x = -- x = • _--x = A ._— x = e s X = X Total CFA Interior Mass/CFA EXTERIOR WALL THERMAL MASS I to the Exterior Wall Mass of all exterior walls. Look up the Exterior Mass Factor for each opaque wall Calcu a ' element from RM Table 4-10. Only exterior mass wall surfaces may be included in this calculation. ' Description onventional ails Revised December 1997 Opaque Exterior Wall Area Mass Factor X = ---- -- x = -- �— x = _— �— x = _— _— x p = Total Total Opaque Wall Area Exterior Wall Mass 0 a3PNvansNi wave MIS w ap�aD4 Model 350MAV Condensing Gas Furnace Th_e- PZ►us 90► HEATING E•FFICIE•NCY • 92% AFUE performance • Hot sur face ignition elimi- nates pilot, adds reliability •High -e f ficiency condensing furnace techno- logy saves gas and money •Extra -quiet operation • Compact, uersati' design for use in all uptZow, down - flow or horizonta applications T13 39VJ I IMTI:P, EK TESTIfiG SER`!, CE5 •I,,i , � 69 Oft? d:ia 94-Nr.a %bW JIB PIP 40SHI GW 4WWMV•orrri•1, ... 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' ww . ♦ e . • r �• •e . . . . } ►sosq�►a oo91mq{11 e�P11��1 YY�wN.r�o s A es•:i����•aoovaeo�ta�t�i�larag;= v S 6 0 " Ai -I II03JS LFIGS-886-SO2 ab:60 w y r n � il0 INDUSTRIE50C. P.O. BOX 20518 PORTLAND, OREGON 97294 - PHONE (503) 667-6030 NERC CERTIFIED U -FACTORS VINYL PRODUCTS 8000 SERIES March 1, 1998 supersedes all previous WINDOW TYPE MODEL SPACER 9 CLEAR ARGON HARD- ARGON HC LOW -E SOFT - ARGON SC LOW -E .04 E. COAT COAT STNLS- STL. .50 .48 .38 .35 .35 LOW -E LOW -E .15 E. 1 .15 E. .04 E. SLIDER 8100/8150 ALUMINUM ` .51 .49 .39 -36 .37 .33 I .50 .48 .39 .35 .36 .32 STNLS- STL. .50 .48 .38 .35 .35 .32 HUNG 8300/8350 ALUMINUM .51 .49 .39 .36 .37 .33 INTERCEPT .50 .48 .39 .36 .36 .32 STNLS. STL. .50 .48 .38 .35 .36 .32 PATIO DOOR 8500 ALUMINUM .50 .48 .37 .34 .34 .31 INTERCEPT .49 .47 .37 .33 .34 .30 STNLS. STL. .49 .47 .37 .33 .34 .30 FIXED 8600/8650 ALUMINUM .50 .47 .36 .33 .33 .29 INTERCEPT .49 .47 .36 .32 .33 .29 STNLS. STL. .49 .47 .36 .32 .33 .28 RADIUS 8800 ALUMINUM .50 .47 .36 .33 .33 .29 INTERCEPT N/A N/A N/A N/A N/A N/A STNLS. STL. .49 .47 .36 .32 .33 .28 NOTES: 1. All of these U -factors refer to the AA size for residential applications. 2. The U -factors listed above are representative of specific glass types, air spaces, and structural reinforcing options. For options other than these, variations in U -factors may occur. For specific information contact your local sales representative. 3. N/A - not available QUALITY BUILDING PRODUCTS THROUGH LEADING DEALERS :�• �: -... utte ount .' LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Date: January 27, 1999 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Robert Dodson 26 Apica Avenue Oroville, CA 95966 Permit Number: 98-1248 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans Action Required: [X] Comply with Plan Check Li/-0n t [ ] Resubmit Plans with Revi ( ] Return All Original M erials [ ) Other Assessor Parcel #: 069-470-033 I As Required and Revised Plans to the Building Department Should you have any qu`stions, please contact this office at the address or phone number listed above. r Sincerely, Martha Whitney cc: Theveos Construction, 7090 Oro Country Club Road, Oroville `g � rYn Date: January 27, 1999 Permit Applicant: Robert Dodson 26 Apica Avenue Oroville, CA 95966 Permit Number : 98-1248 Assessor Parcel #: 069-470-033 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. When no SEER is supplied for a cooling unit the SEER shall be assumed to be the same as the EER (See code section attached.) Calculations are to be revised using SEER of 15.5. Actual plan check of calculations will not be done until SEER matches information provided. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Martha Whitney PIAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing.. . 4 Owner's Name: Received By: c\ Date:1—rl` A.P. #: ^ -- � �a �-© `� 3 c i Permit #: Time: ContactPhoneNumber: Purpose, of submittal: ❑ Permit Application Data Item - ❑ Engineering e o ❑ Plan Revision µ : . equested by Building Inspector or Correction Notice -Inspector's Name: ' C n O Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show chan es r osed and locations involved. When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: 46.00 Receipt #: `� � ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: =0.4 FA V mj� �, a . 99 9•�o� m. 5 A/v ce Yo --ern Cite x- . , . ' ► (�. ._ oC�-ne_. ,rte' � a°v� /��-�� Kt GDA 31NEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533.2068 99 sgg!/ '75 F/w/ �xp�suiztr6 ij' --�:b le_ 079387 EX . -31-9 �2 OFC; AL 9So-59 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 cor�/p s` h/ry/e- ��r/ sT�/CCO yi P9 b L ®: /�If?�C /'--�n�t �r/. `���/,�Tio•/ ��T = 29 ') = e9, %Z x ps �seiS /';�//Cr v L 04 PS fLooF �LDo2 Z, L, /k 0 O 40 QFQFESS/C Q�� DANRLFS LuuJ Y 0-020387 EXP. 03-31-99 9TF OF CAS\FOe� 9805® I T GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 �-s- /-919 //'/r) L ©"qp sE/s�AIG no-4aS ll, ( E vl) 9 73* 1^od� Cell/nq ulEsT�,va� ,res _ o,/o3C(39,s'4jops,C>f(3y,s X5fs,C)4- .(/t20 x JL2 (zf 9x /Oo L o (�r ov E2 A) -S QROFESS/pN� 4L�� GHARL,go w r C-029887 EXP. 03-31-99 OF PIV 96?0S6. S� ) 4TQzA L GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 /A I 0 -/Z - L<, S i P6 -S siHiL4P-) / 3, X 5) 4 llz, ( x,3) Eliz. 4xz) f61'7XZ) 9 94S- Eg�T s i Pe- %ZaoG - �Z Xl/• 7� 4 ( '7x11,7) i-(Llx 2, G) - /79 1i Us c-- 2 /D, QROFE�S/pN r"�— C all CO W u S u.i a rn Y C-029387 EXP. 03-31-99 ' OF CALF 96 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 7-1041,1-s; g/ 33A = 8530 Z— = a5go 2 39,,E / X, Lo, -i6,' S-12-981 M e D ),glgo/COm o �. z s o vim/ T pvOAZ t1 G/7 e- C r ooF S5 ea r -z>-_ �/, Z X, 14,9 3 " Al � (2 D -)lll/lBwcornmax- NExT St7ce-/' GOQR SS1pN ccF ��GNARLES�FI�'L wW �m �c': Y C-029337 EXP. 03-31-99 98059 7� )Zoo F sNEATA)lrl i GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 SHEAF i PANSFER Linc w D BLOCK 16" O.G. GDA 9/ ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVUF,CA 95965 ZiM 533-20M E.N. PER SHEAR WALL SCHEDULE --� SILL NAILING PER SHEAR WALL SCHEDULE -� &d -PL-1 5/ICW?- ).c/ACL -" E.N. PER SHEAR WALL SGHEDULE BOUNDARY 'NAIL PER SCHEDULE PREFAB TRUSS BEYOND BLOGKING DOUBLE TOP PLATE AT SHEAR WALL SHEAR WALL SHEAR TRANSFER AT INTERIOR BEARING WALL 99059 L i N6- ?- GDA ENGINEERING, SURVEYING,.PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 127, 127. = ��z t /2, �58� f4/G�7 G L< I 98D5 f /Y. GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 53372066 A iyo = 30528 -/7iS= 28813 I-lae P HP -63 672- AOL 02 r( ST o Z13 5-0 TOP) M o' = �x /O "X5- "X/v�sF = y000'- x1'?- = /Bd N(o . 477'/- X O'x/o' = 3P/ '-;-'e- asr /-/1P 5-A v113 ''c 1102.0 rt6 6, 12- t- ST/'o Na i / S- /Z C/ / 'L G 0 Tale %/a -es 98o5e GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 12 Dsgnr: KCL Date: 8:51 AM, 13 AUG 98 Description : APN 069-470-033 REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Rev 510001 Plywood Shear Wall & Footing Page. 1 1 Description LINE 1 5' PANEL SHEAR AT BOTTOM FLOOR General Information . # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht/Length 1.800 Stud Spacing 16.00 in 5.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 120.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 2 100.00 #/ft 0.00 ft to 5.00 ft Lateral Loads... Uniform Shear @ Top of Wall 395.00 #/ft " 5.000ft = 1,975.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 4.500 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Left Edge.of Wall 4.500 ft f'c 2,500.00 psi Footing Length 14.000 ft Fy 40,000.00 psi _ Mi„ C}PPI AC 0A 0 00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d'at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 404.3#/ft, Capacity = 490.000#/ft -> OK Wall Overturning = 17,983.6ft-#, Resisting Moment. = 3,875.Oft-#, End Uplift = 2,821.72lbs Max. Soil Pressures: @ Left = 1,262.5psf, @ Right = 1,262.5psf Footing Summary... Max. Footing Shear = 15.72psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.26in2, @ Right = 0.26in2 Minimum Overturning Stability Ratio = 1.531 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD6 w/1.5" long bolts, Capacity = 2880 lbs HD6 w/1.5" long bolts, Capacity = 2880 lbs 1-1138A w/2" long bolts, Capacity = 2985 lbs HD5A w/2.5" long bolts, Capacity = 3095 lbs HD5 w/2.5" long bolts, Capacity = 3145 lbs HB8A w/2" long bolts, Capacity = 2985 lbs HD5A w/2.5" long bolts, Capacity = 3095 lbs HD5 w/2.5" long bolts, Capacity = 3145 lbs G/SF/�l� i�1 ►�// ..20�/Gl SGGTS = 3 7O54,- GDA ENGINEERING 8 SURVEYING Title: ROBIN DODSON RESIDENCE Job #98068 220 GRAND AVE. Dsgnr: KCL Date: 8:51AM, 13AUG98 Description: APN 069-470.033 OROVILLE, CA 95965 REMODEL EXISTING HOME 916-533-2068 Scope LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev: 510001 Plywood Shear Wall & Footing Page 2 Description LINE 1 5' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 4.574 ft 4.574 ft Soil Pressure @ LEFT Side of Footing 1,262.49 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1 1,262.49 psf Moments... Actual Mu @ Left Wall Edge 8,617.10 ft-# 8,617.10 ft-# Actual Mu @ Right Wall Edge 2,312.30 ft-# 2,312.30 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 15.717 psi 4.105 psi vu/.85 @ 'd' from Right Wall Edge 4.105 psi 15.717 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 21,015.60 ft-# 21,015.60 ft-# Resisting Moment 32,165.00 ft-# 32,165.00 ft-# Overturning Stability Ratio 1.531 :1 1.531 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 Dsgnr: KCL Date: 8:47AM, 13 AUG 98 Description: APN 069-470.033 REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS Rev: 510001 Plywood Shear Wall & Footing Page 1 1 Description LINE 1 27' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 27.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size Bd Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.333 Stud Spacing 16.00 in Loads 0.00 ft-# Vertical Loads... Point Load # 1 Point Load # 2 Point Load # 3 Uniform Load # 1 Uniform Load # 2 0.00 lbs at 0.00 ft 0.00 lbs at 0.00 ft 0.00 lbs at ft 120.00 #/ft 0.00 ft to 27.00 ft 100.00 #/ft 0.00 ft to . 27.00 ft Lateral Loads... Uniform Shear @ Top of Wall 395.00 #/ft 27.000ft = 10,665.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 27.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 27.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 0.000 ft fc 2,500.00 psi Footing Length 27.000 ft Fy 40,000.00 psi Min StPPI Ac % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 404.3#/ft, Capacity = 490.000#/ft -> OK Wall Overturning = 97,111.3ft-#, Resisting Moment = 112,995.Oft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 1,716.4psf,. @ Right = 1,716.4psf Footing Summary... Max. Footing Shear = O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 1.694 : 1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 Dsgnr: KCL Date: 8:47AM, 13 AUG 98 Description: APN 069-4704M REMODEL EXISTING HOME Scope: LATERAL 8 GRAVITY LOAD ANALYSIS /V Rev: 510001 Plywood Shear Wall & Footing Page 2' Description LINE 1 27' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 7.968 ft 7.968 ft Soil Pressure @ LEFT Side of Footing 1,716.38 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,716.38 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 113,484.24 ft-# 113,484.24 ft# Resisting Moment 192,273.75 ft# 192,273.75 ft# Overturning Stability Ratio 1.694 :1 1.694:1 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 LK I)OI95r- x �3/ T 3291,/ o�Z M s TSU M2 (<l,SxBx/0x 2.zS)fC�X�,� xoxZ,zS�(oypi�- r C = /B 6 rc5>1-/-S — -4/ /3 % # /-/.P G A ,."1/3 Y C W02 D= 61e'51 fip-—�3xSXIUX�,s-�f �8x3XlbXi,$)xo,6= Z i 02r1sre, 98os� GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 Dsgnr: KCL Date: 9:16AM, 13 AUG 98 Description: APN 069-474033 REMODEL EXISTING HOME Scope : LATERAL 8 GRAVITY LOAD ANALYSIS R-510001 Plywood Shear Wall & Footing Page 1' Description LINE 2 27' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 27.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.333 Stud Spacing 16.00 in 27.000ft = 10,665.00 lbs Loads 0.00 #/ft 27.000ft = Vertical Loads... Strut Force Applied @ Top of Wall 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft 0.00 lbs Point Load # 2 0.00 lbs at 0.00 ft Moment Applied @ Top of Wall Point Load # 3 0.00 lbs at ft Uniform Load # 1 120.00 #tft 0.00 ft to 27.00 ft Uniform Load # 2 100.00 #/ft 0.00 ft to 27.00 ft Lateral Loads... Uniform Shear @ Top of Wall 395.00 #M 27.000ft = 10,665.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 27.000ft = .0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 27.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 0.000 ft f'c 2,500.00 psi Footing Length 27.000 ft Fy 40,000.00 psi Min StaPI AS 0/n 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 404.3#/ft, Capacity= 490.000#/ft -> OK Wall Overturning = 97,111.3ft-#, Resisting Moment = 112,995.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,716.4psf, @ Right = 1,716.4psf Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2. Minimum Overturning Stability Ratio = 1.694: 1 GDA ENGINEERING & SURVEYING Title: ROBIN DODSON RESIDENCE Job # 9806B 220 GRAND AVE. Dsgnr: KCL Date: 9:16AM, 13 AUG 98 OROVILLE; CA 95965 Description : APN 069-470-033 REMODEL EXISTING HOME 916-533-2068 Scope: LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev. 510001 Plywood Shear Wall & Footing Page 2 Description LINE 2 27' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 7.968 ft 7.968 ft Soil Pressure @ LEFT Side of Footing 1,716.38 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,716.38 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn '100.000 psi 100.000 psi Overturning... Overturning Moment 113,484.24 ft-# 113,484.24 ft-# Resisting Moment 192,273.75 ft-# 192,273.75 ft-# Overturning Stability Ratio 1.694 :1 1.694 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 Dsgnr: KCL Date: 9:24AM, 13 AUG 98 Description: APN 0470-033 REMODEL EXISTING HOME Scope: LATERAL 8 GRAVITY LOAD ANALYSIS Rev. 510001 Plywood Shear Wall & Footing Page 1 Description LINE 2 5' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 5.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 1.800 Stud Spacing 16.00 in 5.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 120.00 #/ft 0.00 ft to 5.00 ft Uniform Load # 2 100.00 #/ft 0.00 ft to 5.00 ft Lateral Loads... Uniform Shear @ Top of Wall 395.00 #/ft 5.000ft = 1,975.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 4.500 ft Concrete Weight 145.00 pcf Wall Length 5.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 4.500 ft fc 2,500.00 psi Footing Length 14.000 ft Fy 40,000.00 psi Min Ctoal Ac a/ 000140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 3 in @ Edges, 8d at 12 in @ Field Applied Shear = 404.3#/ft, Capacity = 490.000#/ft -> OK Wall Overturning = 17,983.6ft-#, Resisting Moment = 3,875.Oft-#, End Uplift = 2,821.72lbs Max. Soil Pressures: @ Left = 1,262.5psf, @ Right = 1,262.5psf Footing Summary... Max. Footing Shear = 15.72psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.26in2, @ Right = 0.26in2 Minimum Overturning Stability Ratio = 1.531 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD6 w/1.5" long bolts, Capacity = 2880 lbs HD6 w/1.5' long bolts, Capacity = 2880 lbs HB8A w/2" long bolts, Capacity = 2985 lbs HB8A w/2" long bolts, Capacity = 2985 lbs HD5A w/2.5" long bolts, Capacity = 3095 lbs HD5A w/2.5" long bolts, Capacity = 3095 lbs HD5 w/2.5" long bolts, Capacity = 3145 lbs HD5 w/2.5" long bolts,.Capacity = 3145 lbs GDA ENGINEERING & SURVEYING Title : ROBIN DODSON RESIDENCE Job # 98068 220 GRAND AVE. Dsgnr: KCL Date: 9:24AM, 13AUG98 �} Description: APN 069-470.033 I OROVILLE, CA 95965 REMODEL EXISTING HOME 916-533-2068 Scope: LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev: 510001 Plywood Shear Wall & Footing Page 2 Description LINE 2 5' PANEL SHEAR AT BOTTOM FLOOR . Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 4.574 ft 4.574 ft Soil Pressure @ LEFT Side of Footing 1,262.49 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,262.49 psf Moments... Actual Mu @ Left Wall Edge 8,617.10 ft-# 8,617.10 ft-# Actual Mu @ Right Wall Edge 2,312.30 ft-# 2,312.30 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 15.717 psi 4.105 psi vu/.85 @ 'd' from Right Wall Edge 4.105 psi 15.717 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 21,015.60 ft-# 21,015.60 ft-# Resisting Moment 32,165.00 ft-# 32,165.00 ft-# Overturning Stability Ratio 1.531 :1 1.531 :1 GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 sEE �/Li�iT artT . OL y.lZ/t c/, 11 a L i yz/3S /o/�sr x q 25Go I I 5 / 71 2519 9�oS8 I i GOA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 85965 (530) 533-2068 Mg = P6'/3'x/01,-5 Y S- x66%= 3 x 1 32. 3 3J7S• z y� = 9 7 sr2z = X090 .5, 5- /0,,, e-1( rG/'J M�2 = 5X57,Sz.zs x0.67 X63' -r- �v = %3Z•3��iX 8x5• S = Ll,a ^ • �M� _ c,s8•g'�� GDA ENGINEERING & SURVEYING Title: ROBIN DODSON RESIDENCE Job # 98068 220 GRAND AVE. Dsgnr: KCL Date: 9:51AM, 13 AUG 98 Description : APN 069-470.033 OROVILLE, CA 95965 REMODEL EXISTING HOME 916-533-2068 Scope: LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev. 510001 Plywood Shear Wall & Footing Page 1 Description LINE A 6' PANEL SHEAR AT BOTTOM FLOOR General Information 0.00 ft to 6.00 ft 1 # Plywood Layers 1 Wall Length 6.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 1.500 Stud Spacing 16.00 in Loads 0.00 lbs Vertical Loads... 0.00 ft-# Point Load # 1 .0.00 lbs at 0:00 ft Point Load # 2 0.00 lbs at 0.00 ft 145.00 pcf Point Load # 3 0.00 lbs at ft 3.00 in Uniform Load # 1 197.50 #/ft 0.00 ft to 6.00 ft Uniform Load # 2 316.00 #/ft 0.00 ft to 6.00 ft Lateral Loads... Uniform Shear @ Top of Wall 189.40 #/ft 6.000ft = 1,136.40 lbs Uniform Shear @ Top of Wall 0.00 #/ft 6.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.500 ft Concrete Weight 145.00 pcf Wall Length 6.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 1.500 ft f'c 2,500.00 psi Footing Length 9.000 ft Fy 40,000.00 psi Min. Steel As % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 198.7#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 10,477.9ft-#, Resisting Moment = 10,863.oft-#, End Uplift = 0.00lbs Max. Soil Pressures: @ Left = 1,616.1 psf, @ Right = 1,616.1 psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 2.047 : 1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916=533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 23 Dsgnr: KCL Date: 9:51 AM, 13 AUG 98 Description: APN 069-470.033 REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Re, 510001 Plywood Shear Wall & Footing Page 2' Description LINE A 6' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.199 ft 2.199 ft Soil Pressure @ LEFT Side of Footing 1,616.10 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,616.10 psf Moments... Actual Mu @ Left Wall Edge 1,618.62 ft-# 1,618.62 ft-# Actual Mu @ Right Wall Edge 256.92 ft- # 256.92 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/. 85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 12,265.92 ft-# 12,265.92 ft# Resisting Moment 25,103.25 ft-# 25,103.25 ft-# Overturning Stability Ratio 2.047 :1 2.047 :1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98068 Dsgnr: KCL Date: 9:54AM, 13 AUG 98 2� Description: APN 069-470.033 REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS Rev 510001 Plywood Shear Wall & Footing Page 1 1 Description LINE A 16' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 16.000 ft End Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 0.563 Stud Spacing 16.00 in 16.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... Point Load # 1 0.00 lbs Point Load # 2 0.00 lbs Point Load # 3 0.00 lbs at 0.00 ft at 0.00 ft at ft Uniform Load # 1 197.50 #/ft 0.00 ft to 16.00 ft Uniform Load # 2 316.00 #/ft 0.00 ft to 16.00 ft Lateral Loads... Uniform Shear @ Top of Wall 189.40 #/ft * 16.000ft = 3,030.40 lbs Uniform Shear @ Top of Wall 0.00 #/ft 16.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 0.000 ft Concrete Weight 145.00 pcf Wall Length 16.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 0.000 ft f'c 2,500.00 psi Footing Length 16.000 ft Fy 40,000.00 psi Min Steel As % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear= 198.7#/ft, Capacity= 260.000#/ft -> OK Wall Overturning = 27,941.Oft-#, Resisting Moment = 77,248.Oft-#, End Uplift = O.00Ibs Max. Soil Pressures: @ Left = 1,587.6psf, @ Right = 1,587.6psf Footing Summary... Max. Footing Shear = 0.00psi, Allowable = 100.00psi. -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 3.213 : 1 GDA ENGINEERING & SURVEYING Title: ROBIN DODSON RESIDENCE Job # 98068 220 GRAND AVE. Dsgnr: KCL Date: 9:54AM, 13 AUG 98 Description: APN 069-470-033 OROVILLE, CA 95965 REMODEL EXISTING HOME 916-533-2068 Scope: LATERAL & GRAVITY LOAD ANALYSIS. FAX 916-533-3551 Rev 510001 Plywood Shear Wall & Footing Page 2 Description LINE A 16' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.490 ft 2.490 ft Soil Pressure @ LEFT Side of Footing 1,587.62 psf 54.38 psf Soil Pressure @ RIGHT Side of Footing 54.38 psf 1,587.62 psf Moments... Actual Mu @ Left Wall Edge 0.00 ft-# 0.00 ft-# Actual Mu @ Right Wall Edge 0.00 ft-# 0.00 ft-# Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 32,709.12 ft-# 32,709.12 ft-# Resisting Moment 105,088.00 ft-# 105,088.00 ft-# Overturning Stability Ratio 3.213 :1 3.213 :1 GDA ENGINEERING & SURVEYING Title: ROBIN DODSON RESIDENCE Job # 98058 Y 220 GRAND AVE. Dsgnr: KCL Date: 11:02AM, 13AUG98 Y OROVILLE, CA 95965 Description: APN 069-4704M REMODEL EXISTING HOME 916-533-2068 Scope : LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev 510001 Plywood Shear Wall & Footing Page 1 Description LINE B T PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 3.000 ft tnd FNost uimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 3.000 Stud Spacing 16.00 in 3.000ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 170.00 #✓ft 0.00 ft to 3.00 ft Uniform Load # 2 197.50 #/ft 0.00 ft to 3.00 ft Lateral Loads... Uniform Shear @ Top of Wall 189.40 #/ft 3.000ft = 568.20 lbs Uniform Shear @ Top of Wall 0.00 #/ft 3.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 2.000 ft Concrete Weight 145.00 pcf Wall Length 3.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 2.000 ft f'c 2,500.00 psi Footing Length 7.000 ft Fy 40,000.00 psi Min Stppl AA % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 198.7#/ft, Capacity = 260.000#/ft .-> OK Wall Overturning = 5,238.9ft-#, Resisting Moment = 2,058.8ft-#, End Uplift = 1,060.07lbs Max. Soil Pressures: @ Left = 1,397.Opsf, @ Right = 1,397.Opsf Footing Summary... Max. Footing Shear = 2.05psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 1.652 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 11:02AM, 13 AUG 98 Description: APN 069-4704M REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Rev: 510001 Plywood Shear Wall & Footing Page 2' Description. LINE B 3' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.118 ft 2.118 ft Soil Pressure @ LEFT Side of Footing .1,397.00 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,397.00 psf Moments... Actual Mu @ Left Wall Edge 2,105.51 ft-# 2,105.51 ft# Actual Mu @ Right Wall Edge 456.75 ft-# 456.75 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 2.046 psi 0.373 psi vu/. 85 @ 'd' from Right Wall Edge 0.373 psi 2.046 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 6,132.96 ft-# 6,132.96 ft# Resisting Moment 10,132.50 ft-# 10,132.50 ft-# Overturning Stability Ratio 1.652 :1 1.652 :1 GDA ENGINEERING '& SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98058 u Dsgnr: KCL Date: 11:05AM, 13 AUG 98 !� Description : APN 069-4704M REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Rte, 510001 Plywood Shear. Wall & Footing Page 1 Description LINE B 4' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 4.000 ft tnu rust vmmmlun J.JV Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 2.250 Stud Spacing 16.00 in Loads 0.00 lbs Vertical Loads... 0.00 ft-# Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft 145.00 pcf Point Load # 3 0.00 lbs at ft 3.00 in Uniform Load # 1 170.00 #/ft 0.00 ft to 4.00 ft Choices for RIGHT Side of Wall to Footing.... Uniform Load # 2 197.50 #/ft HD15 w/5.5" long bolts, Capacity = 1530 lbs 0.00 ft to 4.00 ft HD2A w/1.5" long bolts, Capacity = 1555 lbs Lateral Loads... Uniform Shear @ Top of Wall 189.40 #/ft 4.000ft = 757.60 lbs Uniform Shear @ Top of Wall 0.00 #/ft 4.000ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.750 ft Concrete Weight 145.00 pcf Wall Length 4.000 ft Rebar Cover 3.00 in Past Left Edge of Wall 1.750 ft f'c 2,500.00 psi Footing Length 7.500 ft Fy 40,000.00 psi Min Steel As % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied'Shear = 198.7#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 6,985.3ft-#, Resisting Moment = 3,660.04, End Uplift = 831.321bs Max. Soil Pressures: @ Left = 1,663.1 psf, @ Right = 1,663.1 psf Footing Summary... Max. Footing Shear= 0.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, .@ Right = 0.25in2 Minimum Overturning Stability Ratio = 1.587 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing.... HD15 w/5.5" long bolts, Capacity = 1530 lbs HD15 w/5.5" long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs GDA ENGINEERING & SURVEYING . 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98058 / Dsgnr: KCL Date: 11:05AM, 13 AUG 98 Description : APN 069-470.033 REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Rev. 510001 Plywood Shear Wall & Footing Page 2 Description LINE B 4' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.363 ft 2.363 ft Soil Pressure @ LEFT Side of Footing 1,663.09 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 1,663.09 psf Moments... Actual Mu @ Left Wall Edge 2,054.13 ft-# 2,054.13 ft# Actual Mu @ Right Wall Edge 349.70 ft# 349.70 ft# Shears... vu/.85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/.85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 8,177.28 ft-# 8,177.28 ft# Resisting Moment 12,979.69 ft-# 12,979.69 ft-# Overturning Stability Ratio 1.587 :1 1.587:1 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 11:08AM, 13 AUG 98 Description: APN 069-4704M REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS Rev: 510001 Plywood Shear Wall & Footing Page 1 1 Description LINE B 5.5' PANEL SHEAR AT BOTTOM FLOOR General Information # Plywood Layers 1 Wall Length 5.500 ft End. Post Dimension 3.50 in Plywood Grade Structural II Wall Height 9.000 ft Seismic Factor 0.103 Nail Size 8d Wall Weight 10.000 psf Nominal Sill Thick. 3.00 Thickness 3/8" Ht / Length 1.636 Stud Spacing 16.00 in 5.500 ft = 0.00 lbs Loads 0.00 lbs Vertical Loads... 0.00 lbs Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft 145.00 pcf Uniform Load # 1 170.00 #/ft 0.00 ft to 5.50 ft Uniform Load # 2 197.50 #/ft 0.00 ft to 5.50 ft Lateral Loads... Uniform Shear @ Top of Wall 189.40 #/ft 5.500ft = 1,041.70 lbs Uniform Shear @ Top of Wall 0.00 #/ft 5.500 ft = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# Footing Past Left Edge of Wall 1.250 ft Concrete Weight 145.00 pcf Wall Length 5.500 ft Rebar Cover 3.00 in Past Left Edge of Wall 1.250 ft fc 2,500.00 psi Footing Length 8.000 ft Fy 40,000.00 psi Min Steel As % 0.00140 Footing Width 1.00 ft Footing Thickness 18.00 in Summary Design OK Wall Summary... Using 3/8" Thick Structural II on 1 side/s, Nailing is 8d at 6 in @ Edges, 8d at 12 in @ Field Applied Shear = 198.7#/ft, Capacity = 260.000#/ft -> OK Wall Overturning = 9,604.7ft-#, Resisting Moment = 6,919.7ft-#, End Uplift = 488.19lbs Max. Soil Pressures: @ Left = 2,089.Opsf, @ Right = 2,089.Opsf Footing Summary... Max. Footing Shear= O.00psi, Allowable = 100.00psi -> OK Bending Reinforcement Req'd @ Left = 0.25in2, @ Right = 0.25in2 Minimum Overturning Stability Ratio = 1.514 : 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD15 w/5.5' long bolts, Capacity = 1530 lbs HD15 w/5.5' long bolts, Capacity = 1530 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2A w/1.5" long bolts, Capacity = 1555 lbs HD2 w/1.5" long bolts, Capacity = 1595 lbs . HD2 w/1.5" long bolts, Capacity = 1595 lbs HD5A w/1.5" long bolts, Capacity = 1870 lbs HD5A w/1.5" long bolts; Capacity = 1870 lbs GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 11:08AM, 13 AUG 98 3� Description : APN 069-4704M REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS Rev: 510001 Plywood Shear Wall & Footing Page 2 Description LINE B 5.5' PANEL SHEAR AT BOTTOM FLOOR Footing Analysis Lateral Forces Actinq in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 2.642 ft 2.642 ft Soil Pressure @ LEFT Side of Footing 2,089.02 psf 0.00 psf Soil Pressure @ RIGHT Side of Footing 0.00 psf 2,089.02 psf Moments... Actual Mu @ Left Wall Edge 1,438.28 ft 1,438.28 ft# Actual Mu @ Right Wall Edge 178.42 ft-# 178.42 ft -t Shears... vu/. 85 @ 'd' from Left Wall Edge 0.000 psi 0.000 psi vu/. 85 @ 'd' from Right Wall Edge 0.000 psi 0.000 psi Allowable Vn 100.000 psi 100.000 psi Overturning... Overturning Moment 11,243.76 ft-# 11,243.76 ft Resisting Moment 17,025.00 ft-# 17,025.00 ft-# Overturning Stability Ratio 1.514 :1 1.514 :1 /- / "/C C GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVILLE, CA 95965 (530) 533-2068 /2 = �z x i/ 7� x C gOF--b ALo,4Ce L N C Srl5 1 q yz o �9, 2 x 2- S / { i Zd v -0 i 98osS GDA ENGINEERING, SURVEYING, PLANNING 220 GRAND AVENUE OROVIU E, CA 95965 (530) 533-2068 X-/ -,/ 12' sp'q > /o 1"1 L 2 A, /O X 2 -5 -PL /-- s- -7- 3 Z per— 3� GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 510001 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 3:40PM, 13 AUG 98 Description : APN 069-4704M Scope: Timber Beam & Joist Description REAR DECK-- FLOOR JOIST Jed er /sPa Timber Member Information !f REMODEL EXISTING HOME LATERAL & GRAVITY LOAD ANALYSIS Page 1 7, Dead Load Live Load Start End #/ft #/ft ft ft DECK JOIST DECK -UNDE REAR DECK REAR DECK 4X10@DINING bx14(S?ulrvrrv%0 Timber Section Results 2x12 2-202 2x12 202 4x10 6x14 Beam Width in 1.500 3.000 1.500 1.500 3.500 5.500, Beam Depth in 11.250 11.250 11.250 11.250 9.250 13.500 Le: Unbraced Length ft 2.00 2.00 2.00 2.00 2.00 2.00 Timber Grade Fb : Allowable Douglas Fir- Larch Douglas Fir- Larch Douglas Fir - Larch Douglas Fir- Larch Douglas Fir- Larch Douglas Fir- Larch Fb - Basic Allow psi 1,005.0 1,005.0 1,005.0 1,005.0 825.0 825.0 Fv - Basic Allow psi 95.0 95.0 95.0 95.0 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,600.0 1,600.0 1,600.0 Load Duration Factor 95.0 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Shear OK Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status -0.120 No No No No No No Center Span Data 1,299.4 • 910.7 1,659.1 Center Total Defl in -0.334 -0.281 Span It 16.00 16.00 16.00 13.00 11.67 13.00 Dead Load #/ft 11.30 13.30 23.90 30.00 85.10 165.00 Live Load #/ft 53.20 53.20 53.20 53.20 136.10 264.00 Dead Load Live Load Start End #/ft #/ft ft ft 83.80 8.000 16.000 Results Ratio= 0.8109 0.6766 0.9693 0.6905 0.9175 0.8010 Mmax @ Center in -k 24.77 42.75 29.61 21.09 45.19 108.75 @ X = ft 8.00 9.09 8.00 6.50 5.83 6.50 fb : Actual psi 782.8 675.5 935.7 666.6 905.4 651.0 Fb : Allowable psi 965.4 998.4 965.4 965.4 986.7 812.7 Max. DL+LL lbs Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK fv : Actual psi 40.7 40.0 48.7 41.1 52.1 46.9 Fv : Allowable psi l 95.0 95.0 95.0 95.0 95.0 95.0 UDefl Ratio Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 90.40 106.40 191.20 195.00 496.56 1,072.50 LL lbs 425.60 593.20 425.60 345.80 794.14 1,716.00 Max. DL+LL lbs 516.00 699.60 616.80 540.80 1,290.70 2,788.50 @ Right End DL lbs 90.40 106.40 191.20 195.00 496.56 1,072.50 LL lbs 425.60 928.40 425.60 345.80 794.14 1,716.00 Max. DL+LL lbs 516.00 1,034.80 616.80 540.80 1,290.70 2,788-50- ,788.50-Deflections Deflections Center DL Defl in -0.059 -0.034 -0.124 -0.068 -0.096 -0.059 UDefl Ratio 3,281.4 5,575.9 1,551.5 2,304.3 1,456.5 2,654.6 Center LL Defl in -0.275 -0.247 -0.275 -0.120 -0.154 -0.094 UDefl Ratio 697.0 77$.6 697.0 1,299.4 • 910.7 1,659.1 Center Total Defl in -0.334 -0.281 -0.399 -0.188 -0.250 -0.153 Location ft 8.000 8.256 8.000 6.500 5.835 6.500 UDefl Ratio 574.9 683.3 480.9 830.9 0.3 11021.0 �E-�- Ll 0,9911-5w FTU s r 20 S ,arm wt l GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Title: ROBIN DODSON RESIDENCE Job if 98058 Dsgnr: KCL Date: 4:04PM, 13 AUG 98 j S Description : APN 069-4704M REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Rev: 510001 Masonry Column Design Page 1 1 Description TERRACE COLUMNS 12X12CMU General Information 1 Column Height 8.000 ft f'm 1,500.00 psi Seismic Factor 0.3300 Width 12.000 in Fs 24,000.00 psi Seismic Zone 3 Depth 12.000 in Em = fm * 750.0 Wall Density 125.000 pcf Column Area 144.00 in2 Load Duration Factor 1.000 Rebar Size 4 No Special Inspection 0.000 ft Bar Count Each Face 2 ...rebar area 0.400 in2 Rebar Depth 2.500 in Applied Loads Vertical Load Lateral Load 0.00 #/ft Dead Load 0.09 k ..distance to bottom 0.000 ft Live Load 0.28 k ..distance to top 0.000 ft eccentricity 0.000 in Load Type Wind Load Type Roof Wind Load 16.00 psf Design Values Allowable Steel Tension 24,000.00 psi np 0.34370 j 0.81540 k 0.55381 2/kj 4.42891 Fa: [.25*f'm*Aseff*(.5 w/o sp. insp.)* (.5 if thk < 12") 25.778 + .65 * as * Fsc] * [1-(h'/140r)^2) 262.72 psi n E 1,125,000 psi Fb:Masonry: 0.33*f'm*(.5 w/o sp. insp) <= 2000 247.50 psi in Max Allow Moment w/o Axial Load 349.27 ft-# Max. Allow Axial Load w/o Moment 37.83 k Load Combinations &Stress Details Summary Bending Stresses Maximum of Moment Axial Steel Masonry Axial Stress fb/Fb + fa/Fa Top of Wall ft-# lbs psi psi -or- psi fs / Fs Dead + Live Load 0.0 363.0 0.0 0.00 2.22 0.0084 Btwn Base & Top of Wall Dead + Live + Wind 128.0 587.0 1,883.7 90.70 4.08 0.3820 Dead + Live + Seismic 330.0 587.0 4,856.5 233.85 4.08 0.9604 Summary ' Column Design OK 8ft high column, Width= 12.000in, Depth= 12.000in Using 2 - #4 bars at'd' = 2.50in Governing Load Combination is.... Dead + Live + Seismic Between Top & Bottom Masonry Bending Stress 233.85 psi Steel Bending Stress 4,856.54 psi Masonry Axial Stress 4.08 psi Combined Stress Ratio 0.9604 < 1.0000 (allowable) GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev: 510001 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 4:04PM, 13 AUG 98 / Description : APN 065-4704M REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS Masonry Column Design Description TERRACE COLUMNS 12X12CMU Summary of Loads & Moments Vertical Loads... Lateral Loads... Total DL @ Top 0.09 k 0.28 k Wind + Lateral 16.00 #/ft Mid -Height DL + LL 0.59 k 0.28 k Seismic + Lateral 41.25 #/ft Combined Moments... Top DL + LL 0.00 ft-# Mid: DL + LL + Wind 128.00 ft-# Mid: DL + LL + Seismic 330.00 ft-# Page 2 GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Re,. 510001 Title: ROBIN DODSON RESIDENCE Job # 98058 /7 Dsgnr: KCL Date: 4:1113M, 13 AUG 98 Description: APN 069-470-033 REMODEL EXISTING HOME Scope : LATERAL & GRAVITY LOAD ANALYSIS General Timber Beam Description REAR DECK PORCH BEAM Page 1 General Information Section Name 6x14 0.924 :1 Center Span 10.00 ft .....Lu 2.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft 0.000 in Sawn Douglas Fir - Larch (North), No. 1/No. 2 Member Type Shear: @ Left 5.22 k Max. Negative Moment 0.00 k -ft at 10.000 ft Fb Base Allow 825.0 psi Bm Wt. Added to Loads Fv Allow 95.0 psi Load Dur. Factor 1.250 Fc Allow 625.0 psi Beam End Fixity Pin -Pin E 1,600.0 ksi Wood Density 34.000 pcf 0.0 @ Right Uniform Loads Max. M allow 14.14Reactions... Uniform Loads Over Full Span fb 937.85 psi Center DL 395.00 #/ft LL 632.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 10.001t, Beam Width = 5.500in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.924 :1 Center Span... Dead Load Total Load Maximum Moment 13.1 k -ft Maximum Shear" 1.5 6.1 k Allowable 14.1 k -ft Allowable 0.000 in 8.8 k Max. Positive Moment 13.06 k -ft at 5.000 ft Shear: @ Left 5.22 k Max. Negative Moment 0.00 k -ft at 10.000 ft 2,332.7 @ Right 5.22 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft 0.000 in @ Center 0.077 in ...Length/Deft 0.0 @ Right 0.000 in Max. M allow 14.14Reactions... fb 937.85 psi fv 81.87 psi Left DL 2.06 k Max 5.22 k Fb 1,015.32 psi Fv 118.75 psi Right DL 2.06 k Max 5.22 k Deflections 1 Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.051 in -0.130 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length/Defl 0.0 0.0 ...Length/Deft 2,332.7 921.28 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 GDA ENGINEERING & SURVEYING Title: ROBIN DODSON RESIDENCE Job # 98058 //ll 220 GRAND AVE. Dsgnr: KCL Date: 4:11 PM, 13 AUG 98 3 U` OROVILLE, CA 95965 Description: APN 069-470-03;1 REMODEL EXISTING HOME 916-53372068 Scope: LATERAL & GRAVITY LOAD ANALYSIS FAX 916-533-3551 Rev: 510001 General Timber Beam Page 2 Description REAR DECK PORCH BEAM Stress Calcs Bending Analysis Ck 31.945 Rb 4.946 Sxx 167.063 in3 Area 74.250 in2 Cf 0 987 Max Moment Sxx Req'd Allowable fb @ Center 13.06 k -ft 154.31 in3 1,015.32 psi @ Left Support 0.00 k -ft 0.00 in3 1,017.84 psi @ Right Support 0.00 k-ft 0.00 in3 1,017.84 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.08 k 6.08 k Area Required 51.193 in2 51.193 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 5.22 k Bearing Length Req'd 1.519 in Max. Right Reaction 5.22 k Bearing Length Req'd 1.519 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.22 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000.in • GDA ENGINEERING & SURVEYING 220 GRAND AVE. OROVILLE, CA 95965 916-533-2068 FAX 916-533-3551 Rev. 510001 Title: ROBIN DODSON RESIDENCE Job # 98058 Dsgnr: KCL Date: 4:18PM, 13 AUG 98 Description : APN 069-470-033 REMODEL EXISTING HOME Scope: LATERAL & GRAVITY LOAD ANALYSIS Timber Column Design Description PORCH COLUMS--LINE C Page 1 General Information 0.3387 0.2997 d Wood Section 6x6 Total Column Height 9.00 ft Le XX for Axial 8.00 ft Rectangular Column Load Duration Factor 1.25 Le YY for Axial 8.00 ft Column Depth 5.50in Fc 1,350.00 psi Le XX for Bending 8.00 ft Width 5.50 in Fb 825.00 psi 11.00 Sawn E - Elastic Modulus 1,600 ksi 1.000 F'bx Douglas Fir - Larch (North), No. 1/ Rb: (Led/ b^2) ^.5 Loads F'bx * Load Duration Factor 1,031.25 psi Cf : Axial 1.000 Dead Load Live Load ShortTerm Load Axial Load 4,120.001bs 6,320.00 lbs 0.00 lbs Eccentricity 0.000in Column OK Using : 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 9.00ft DL + LL DL + LL + ST DL + ST fc : Compression 345.12 psi 345.12 psi 136.20 psi Fc: Allowable 1,019.00 psi 1,151.56 psi 1,151.56 psi fbx : Flexural 0.00 psi F'bx: Allowable 825.00 psi 0.00 psi 1,031.25 psi 0.00 psi 1,031.25 psi Interaction Value 0.3387 0.2997 0.1183 Stress Details Fc: X -X 1,019.00 psi Max k*Lu / d 50.00 Fc: Y -Y 1,019.00 psi Actual k*Lu/d 20.66 F'c : Allowable 1,019.00 psi Min. Allow k*Lu / d 11.00 F'c:Allow * Load Dur Factor 1,151.56 psi 1.000 F'bx 825.00 psi • Rb: (Led/ b^2) ^.5 4.178 F'bx * Load Duration Factor 1,031.25 psi Cf : Axial 1.000 Axial X -X k Lu / d 17.45 Axial Y -Y k Lu / d 17.45 �a PERMIT NUMBER — B 4113-73B,P,E,M P q t• E a• % f/ PERMIT EXPIRES �/ /2 71/- c Ralph Peterson OWNER i� Butte Const., Oro. f CONTR: a LOCATION (A. P. 34-46-33 ) 26 Apica Ave., Oroville G� i l� I v 1� i' COUNTY OF BUTTE Department of' -,Public, Works BUILDING INSPECTION RECORD Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam— Lath & Plaster Rein. Steel Gas Piping & Testy Found. Vents ^' 7 Framing c�� Plmg. Topout vz- Rough Elec. — Wtr. Htr. ^— Furnace Kitchen Vent ' Firewall — Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final 3 -� DATE REMARKS OR CORRECTIONS 4*9n COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORK 7 County Center Drive — Orovi lie, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT _.._ u.. above-mentioned property.;or inspectioi purposes. Date , ature T Fermi,;,75 or Agent White-D.P.W. — Yellow -Assessor'— Pink-Inspec/r — Goldenrod -Applicant This permit is hereby issued under the applicable provisions cf the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF/RUBLIC WORKS Building permit expires Dae: BUILDING Owner E SQ. FT. OCC. BUILDING VALUATION ® .a Mai I i ng Address Telephone No. Fireplace Contractor �U 7"T �AA Total Valuation Z , -�70 o0 Mailing Address Permit Fee Plan Checking Fee &/or Penalty Teleaha�n�e �� Permit Fee $ -5-3-0 $ oa Building Address G' PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 Z•.00 Each Trap 1.50 b ,0 Z, Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. yam --116 3 Zo & PlZoning Planning Gas piping system 1 - 5 outlets 1.50 /,5-6 Each additional outlet 30 Fn W. r ire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im provements Lawn sprinkler system 2.00 Bldg. Plans Rec'd Parcel Approval Plans Approval Permit Fee $ $ NE ADDITION NJ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ I FEE PERMIT FILING FEE $3.00 3,pa Main service incl. 1 meter Additional meters, each 1.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or le s (more than 12) , U Range, Cook p or Oven 1.00 Lr ©D Water H ter or Space Hi43fer 1.00 Z .0,:D Light fixtures 20025 ,re) -(d Recep witches & fix outl s D b20 25 ., s 0 v CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name stylef:, Ho d, Ex. FanorF.A. Furn. Motor 1.00 /,az) Evap. cooler, W_ r. disp. or D. 1.00 J,eo Air conditi r or heat pump /,570 Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License NoO&V? 61 ,�� Classification Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. lecertify 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 the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 3•oD Heating /00 , 0a Cooling `ZT Od Ventilation Hood j 2,00 ,D Permit Fee $ J3. 400 $ TOTAL PERMIT FEE _.._ u.. above-mentioned property.;or inspectioi purposes. Date , ature T Fermi,;,75 or Agent White-D.P.W. — Yellow -Assessor'— Pink-Inspec/r — Goldenrod -Applicant This permit is hereby issued under the applicable provisions cf the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF/RUBLIC WORKS Building permit expires Dae: .v4.y-su.gKyg�ef'f�:rrs,-.as,..}..va�mltru•/ ...-.,.r�ri un.7si••6w:RR•v, gs+s.•.{px,Y'y�7'l�w\. , ."°pry'�'a fn- �q.:ce+. •.»..n.+.+T�1 �:r 'r6r C .r•{ .� �.. ..�.v.l.... .1�� ,.i{i.+ i.....f 11a..sC � lLi. vI..L ll.l l -lam ,:y •{faj I r { 1 61 } d vv i ' A • w, �:r 'r6r C .r•{ .� �.. ..�.v.l.... .1�� ,.i{i.+ i.....f 11a..sC � lLi. vI..L ll.l l -lam ,:y •{faj I r { 1 61 } d vv i ' A • w{ >#�"r wXgp�}S.�Y�+pI�Pj'�o�'s.�(F,:;�., :;}.� p: r�o+'!X'7e •`Y'�:15 .-'-,r,"",�'°R!��."",� 1'{ •�,r..�.�: •M.�-...".:!::s.�,�t,�y,,. �,.+,.fjiM°',7i'E.�)/?��e.r• ;. y , .,. �.'I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7P4' PERMIT NO. APPL'ICATIOhAMDPERMIT ASSESSOR PARCEL NUMBEfif h� �� _ `l I/ I ZONING BUI 'NGPERMIT OWNER TELEPHONE 80, Fr, OCC. BUILDING VALUATION OWNERS MAILING DRESS�221 ,Ca. Otle, CONTRACTOR'S NAME ,tc-` o TELEPHONE ..3-G3y_3 CONTRACTORS MAILING ADDRESS W 7Z UH CtB 7/!'. F N0 i C 62 Slli Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER UCENSE NO. " Pian Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS I Penalty $ BUILDING ADDRESS v e .rO t PERMITFEE $ , OD PLUMBING PERMIT Filing Fee 20.00 E ch Trap i ,. 7.00 LOT NO. SUBONISIONS NAME ' t # PARCEL MAP SOIar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ) Duplex ❑ Mobilehome ❑ Other SPECIFY I Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: n J QNr — /Q c Mobile Home ISI GI W @20.00 PERMITFEE s Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main ServiceE00v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 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. i License Class �t� Lic. No. .irks -22 G G OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as ownei of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑i I am -exempt under Seca- • �-I •Business and -Professions Code.ior,this,- NEW CONST. DWELLING OCCURSO. OR ADONS. ( a ACC. BLDS. ) 3.5¢ Fr. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 p• ( ) �L so PLNS. OR EX. Occup. OUTLETS FIXED (RES D.) FA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 2Q.00 Misc. Wiring 23.00 PERMITFEE `s """Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirmnder penalty of perjury one of the following declarations: ❑ 1 have ad will maintain a certificate of consent to self -insure for workers' compen tion, as provided for by section 3700 of the Labor Code, for the performanceoo 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 carriet and policy number are: Carrier L MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number °f (The above sections need—nofbe completed if 1he 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 ��y' /�7__ Date �"'� / c/ _ Signature of Applicant - ❑ Owner�j❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction&'�' of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ HA2. I D. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Bl % Date 4V PERMITEXPIRESON �Y /C,• �r (prate) Receipt No. / i�11� ly WHITE-D.D.S.-B.D. ' CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVI ON 7 County Center Drive - Oroville, Oalift rnia 95965 - Telephone (916) 538-7 1:,,PEFWIT 140. APPLIWION"AND PERMIT 9_�a M2, ASSESSOR PARCEL NUMBER%7 O ` D t ZONING BUI ING PERMIT OWNERTELEPHONE s o s SQ. FT. OCC. BUILDING VALUATION OW ERS MAILING DRESSp C � D4l, Al Q � I NTRACTOR'S NAME TELEPHONE p� CM.!MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDINGADDRESS r QV NOU f Jle C , PERMITFEE $ Z35, go PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDN510N'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF )� Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: dei 141 Mobile Home IS I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20.0C Main Service EOOV OR LESS ( 2..A OR LEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 m license is i full force and effect. License Class Lic. No. _ 52� !_e 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 NEW CONST. DWELLING OCCUP.SO. OR ADDNS. ( 8 ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POER APPARATUS 8 SINWGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL 50 EX. Occup. OUTLETS (RES D.PPLNS )EA. ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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' comRensation insura ce carrie and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ad with comply with thos provisions. 2 :5of X_ / ___ Date L= Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionr46, of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $`'E HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under ttLe applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date PERMITEXPIRESON (G.) Receipt No. ���D WHITE-D.D.S.- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT NUMBER B 4559"73B P E .,PERMIT EXPIRES `,OWNER Ralph Peterson CONTR: Owner '.' 'LOCATION (A.P.''- 34--46-33 26 Apica Ave.., orou�-,J,,J-e X k -f - COUNTY OF BUTTE Department 'of Public Works ; BUILDING INSPECTION RECORD Zoning _ Setback �- Foundation Piers & Girders Rgh. Plumbing Bond Beam Rein. Steel Gas Piping & Test Framing Plmg. Topout Wtr. Htr. Furnace Firewall Garage Vents ELECTRIC GAS Temporary Temporary Final Final Forms Fireplace Lath & Plaster Found. Vents Rough Elec. Kitchen Vent Sanitation & Water BUILDING Cert. of Occup. Final DATE REMARKS .OR CORRECTIONS COUNTY OF BUTTE — DEPARTWENT OF PUBLIC WO 7 County Center Drive — Oroville, California 95965 �L Telephone: 534-4541 APPLICATION,AND PERMIT QUL"orze repFeSeniauves Up the Cuunly ai Buiie io enter upon the above-mentioned property f inspection purposes. Date f nature of itee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date /2 — kI— Building permit expires Date ...e:,.' �: _7_ BUILDING Owner F SQ. FT. OCC. BUILDING VALUATION Mailing Address a?p Telephone No. zy Fireplace Contractor Total Valuation Mailing Address Permit Fee �", e-;0, Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 O!//LL.L-� Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 ,3�^ 3 A. P. No. �% Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F San ire Dept. I Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im provements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 gg�� RAEHOL/ � ' p R 407= E Main service incl. 1 meter Esr fD,_ I/G 7 Additional meters, each Sub -panel (12 or less) (more than 12) 1.00 Single Family N1 Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesbal aio -bol Receps., switches & fix outlets Q 10 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. lisp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring pqI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No.1 @ I FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee - $ $ TOTAL PERMIT FEE O $ QUL"orze repFeSeniauves Up the Cuunly ai Buiie io enter upon the above-mentioned property f inspection purposes. Date f nature of itee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date /2 — kI— Building permit expires Date ...e:,.' �: _7_ ' PERMIT NUMBER - B 690-74B P i N E r, PERMIT EXPIRES C -/1-75 j ' OWNER Ralph Peterson CONTR: Owner LOCATION (A.P. 34-46-33 a 26 Apica Ave., Oroville pjp�qmjl DATE REMARKS OR CORRECTIONS .. .. COUNTY' OF; BUTTE Department of F ublic- Works BUILDING INSPe.CTION' RECORD Zoning Setback Forms Foundation Piers & Girders Fireplace Rgh. Plumbing Bond Beam Lath & Plaster Rein.'Steel Gas Piping & Test Found. Vents Framing Plmg. Topout Rough Elec. Wtr. Htr. Furnace Kitchen Vent Firewall Garage Vents Sanitation & Water ELECTRIC GAS BUILDING Temporary Temporary Cert. of Occup. Final Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — drdvi Ile, California 95965 Telephone: 534-4541 � D APPLICATION AND PERMIT J BUILDING Owner & © SO. FT. OCC BUILDING VALUATION Mailing Address `-� Telephone No. Fireplace Contractor ,e Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address Aq A 13ve PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent j 1.50 Ao.!p Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fes W San' tion Fire Dept. Fire Zone Use Permit Building sewer 5.00 EOA arking Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Q /Plans 6'( s Redd Pla pprovaI Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 f e /rS / Or4loklMain service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures 10 Receps., switches & fix outlets 2 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSd'T10N INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property fo inspection purposes. X / Date nature o e mitee or A ent Receipt No. / / / T / / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS ct!/ 211dtlngg Date .3 permlt expires Date..................��� 7`Sr Choose "Title -B -lock" menu item on Settings Screen to change these -'five lines to your own special title information & company -logo TIMBER JOIST & RAFTER DESIGN Date: 09/29/98 4_7 DESIGN DATA Timber Section 1 2 3.125x13.5 6X12 in : ....Depth in : 11.50 12.00 - --- - ...Width in : 5.50 3.13 Le: Unsupp ft : 2.00 2.00 in : Fb- Allow psi : 1350.00 2400.00 ft i Fv- Allow psi : 85.00 165.00 Elastic Mod. ksi : 1600.00 1800.00 in : Load Duration Factor -0.705 1.25 1.25 ft : Stress Ratio -» : 0.70 0.64. CENTER SPAN •277 -OK- -OK- Span' Length " ' ' " 'ft 16.25 16:25 Uniform DL p(f 140.00 140.00 LL plf 224.00 224.00 _ RESULTS S/O Mmax a Cntr k -in : 144.18 144.18 X -Dist ft : 8.12 8.12 REACTIONS Left: Dead Load N : 1137.50 1137.50 Live Load. # : 1820.00 1820.00 _ Right: Dead Load it : 1137.50 1137.50 _ Live Load N : 1820.00 1820.00 STRESSES -OK- -OK= Fb.. Allow psi : 1687.5 3000.0 Fb.. Actual psi : 1189.3 -W2264 Fv.. Allow psi : 106.25 206.25 Fv.. Actual psi : 61.72 104.10 Paye: m`e Qe ulrv'_P� VQQ�_�T FIV," ._ .C1bW,_, S C) � 'VY,- ... N.G(u Cr. t C 2P F-0c(� P1�cr' to -0 OC C. C"hdk"'6 , . ktiy) 2 4-1 OkA-Z,G -2- V_ IpART tvw V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 DEFLECTIONS Center... Dead Load in : -0.197 -0.271 X -Dist ft : 8.12 8.12 co DL Ratio 990 719 C-0 Live Load in : -0.315 -0.434 X -Dist ft i 8.12 8.12 --- LL Ratio 619 .449 J'l -• =- Total Deft in : -0.512 -0.705 X -Dist ft : 8.12 8.12.. 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