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HomeMy WebLinkAbout026-242-03626-242Q i BILL-DELANY Occidental Avenue, Palermo CERTIFICATE OF MERGER 17 4,49 ,Qontrw &: F..Pump__& Mo_tor_, Ori,eui.l.le-__ 6/24/98 Permit#3 �r---82P,E4util, MH) GAS SUPPORT STRUCTURE REQ_ /fit 1�10/�A COMPACTION TEST R . ,kk J - 26-242-0 26-242-$2 JOHN SMITH & MI YOUNG Contr: Tom`s Moble & -Motor, Oroville 7759 Occidenta P A 1 e r m o ertfl�it.�459-82MHI__. .TT /nsl�e�/ IJIorm�s Issued_ _ _... _ ... _.. -026-242-Z%p #98-1719 ~ DELANEY, BILL 7749 OCCIDENTAL AVE. PALERMO NIELSEN BUILDING CO SF/3 BEDROOM �© 4c-' ' SGS 026-242-12#98-1719 ` DELANEY BILL RESIDENTIAL 7749 OCCIDENTAL AVE. PALERMO :NIELSEN BUILDING CO 1 SF/3 BEDROOM I PERMIT NO. u �k r PERMIT EXPIRES ,OWNER CONTR. 4 Ax I�ASSESSOR PARCEL .LOCATION OFFICE DOPY 2 Address qq x Meter By Date ELECTRIC Meter By---�=I CHECKED BY + SRA FLOOD CERTIFICATE REQ. } FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS t' VERIFY C �M { is Temp. Power Pole 4 Called PG&E TTemp. Elec. Service r Called PG&E If ItTernp. Gas Service r Called PG&E JOB FINALED (Dat Signature j V=OK 0 = Not OK f= Not tReadyyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fall�C/O-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /"L'ft. / /Nat. or/ / L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS' Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 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 -GA 5. Elec.; Pool Lighting; 15 Volts-GFI , 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.: Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtgq. 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 8-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready Date l NDERFLOOR (Plants) OK except #'s oning-Setbacks-Easments-FloodSlope-' - - : -,main; Soils-Elec. Gmd. / i Ftg. Depth . 3-Ftq.-Garage; Soils-Steel-Elec. Gmd/ P Ftg: Depth 4. Ftg. Porches & Decks; Soils -Steel-/ _ . P Ftg. Depth emwalIs1 Main; 'Steel-Blockouts-Wrapped'.- 6 IIs, Garage; Steel-Blockouts-Wrapped s�Z old Downs and Special Anchors 7.' Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.• al( Fitting -Test -2 Way C/0 -Sewer Test 10 Gas Pipe; Size Anchors'- Yard Gas Piping; Size Test 1. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Acte & Ventilation sulation -' r Date Cana B-1 Date Card B-1 Dat6 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s -LA - ater Htr; Vent -Access -Combustion Air Baffle RESIDENTIAL (Single & Duplex) 'V 18. Vater Pip9; Test & Anchor -Nail Protection D W ., est Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access v est Tub & Shower, Second Floor -Tub Access- \' 22. Gas Pipe; Size & Anchors " r' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ _ ELECTRICAL (Permit) OK except #'s 2 Fixture & Transformer Clearance -Ins. Protection 24!Elec. Receptacles Spacing -Lights & Switches at Doors . 25. ize Boxes & No. of Conductors Stapled ,%_,o:6., P or6ex Installed Close to Edge of Studs & C.J. " 7.. E ' . Ground made up w/Mech Fastners-Bond Gas & Water . 2 Appliance Circuts in Kitchen & Conductor Size GFI , 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / . / ga Cu or AI Insulated Neutral Q Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.0 Ducts Insulation & Support Vent Fan, Exhaust above insulation '• 37. Condensate Drain & Overflow, Size & Grade Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date , FRAMING (Plans) OK except #'s tel40. its P oper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound VIA03eadDq.Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) F ops, Furred Ceilings -Stairs -Chasers -Tubs t . Headers & Beams -Size & Bearing ling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shfing.-Rfng. eplace Ties or Type A Flue -Fireplace Throat clearance Attic s; Size & Romex Protection -Draft Stop -Ins. Baffles 50 d Windows or Exiting Doors -Sill Hgt. & Dimensions Ga a Fire Protection Framing -5 ro Une ' II & Openings t rs-One 3' -Check Garage 3rd Story, 2 Exits tairs; Width -Headroom -Rise -Run -Landing -Fire Protection : . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers r 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58.. Glazing Area -Glass Protection -Skylights -Plastic . Shear.Walls; Nailing -Bolts 60._PFgcce Interior / Exterior Wall Panels 1. I aeon -Walls -Ceilings Infiltration -Walls -Windows DateCard B-1 Date and B-1 Dat Card B-1 , Date Card B-1 Date) FINAL (Plans) OK except #'s (' y Ext Steps -Door & Sidelight Protection -Landings X-0164. S e Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection B oom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 1, 6 irs & Rails 70. ' p ace or StoVii, Clearance -Hearth 1 7 ec. ets at Wood Panel, Int. & Ext. I 72 . Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Fire Door; 76 HU:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection c -PICC , Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage G.F.I. -Ramex Protection sulation-Foam-Looked in Attic and rails & Deck Construction -Post Caps 81. Fd 'ents & Crawl Hole Door Drainage & Wood -Earth Clearan-ce Looked under Floor 0 Yes 2 owing Instld./Drive 0 Yes44446/Walks 0 Yes Cp1o/Planters 0 Yes&Ilo Brown -Finish C. Unit Disconnect, Electrical -Plumbing en s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings --86-Water Well, Disconnect, Electrical, Plumbing tenor Elec. Trim, G.F.I. Receptacle -Underground k,88 --Ventilation Throught House 89 ass Protection Cpo-cforreo' s from Previous Inspections 91. Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval . nergy Compliance Certificate -Other Certificates Date Card B-1 ate Card B-1 Date' Card B-1 Date Card B-1 Date f Card B-1 Date Card B-1 Comments at Final: ' O.M.B. No 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME SECTION A PROPERTY INFORMATION j FOR INSURANCE COMPANY USE POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER I COMPANY MAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) Lot 4, Block 99 Palermo Sub No 1142, .Wall Map No`_ 9 APN 026-242-12, 35 CRY STATE ZIP CODE Palermo CA 95968 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE 8. BASE FLOOD ELEVATION (in AO Zonea. use depth) 060017 0480 B 09-29-89 AE 147.5 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I I I I I.LJ feet NGVD (or other FIRM datum—see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 8 . 2(a). FIRM Zones At -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of j I h 1491.E feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of II U feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used'as the reference level from the selected diagram is L 11 .1 11 feet above ❑ or below ❑ (check one) the highest gradekadjacent to the building. (d). FIRM Zone AO. The floor used as'th6'ieference level from the selected diagram is II I I .I .I feet above ❑ or below ❑ (check one) the highest grade adjacerit to the building? If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the`elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑x actual construction ❑ construction drawings (NOTE. Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate ., W11 be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:! I 111415 I .:•IA feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I I .0 feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION.E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones_ Al -A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A,(without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any -false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Ronald T._ C;ravac P L 5.4085 CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) Professional Land Surveyor Ron Graves & Associates TITLE COMPANY NAME P.O. Box 986 Oroville CA 95965 CITY I - _ ISTATE • ZIP PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: Butte County Rench No_ 596 was n5Pr1' Rrass cap Saut-heart bea&ial1 SQ41th ,.Villa -Avenue. Published elevation 154.27 USGS datum. Our TBM at property = 147-62 Spike'in joint pole near Northwest corner of property West side of Occidental AvPnuP .r Additional TBM on property is a'.60 penny spike in an oak tree near 1 -hp 9ntiTthwe-,t a` •r: ADJACENT:: :.-rv::. r•:: :. •r:: r:; .:.::•i:; GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 RONALD L GRAN ON wrTH SLAB BASEMENT PLS 4082-10 A v A W..6/30/00 ZONES ZONES ZONES Q�j ZON 9TH, ERENC REFERENCE BASE V LEVEL ... FL000 L ELEVATION BASE .,•-.::: •' •ADJACENT i : REFERENCE fL000 ADJACENT :;-: � ELEVATtoN IREFERENCEI GRADE LEVEL 'I LEVEL GRADE, •r: ADJACENT:: :.-rv::. r•:: :. •r:: r:; .:.::•i:; GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 LOERKE,INSULATION CO.,.��NC + INSULATION CERTIFICATE ;^�M Occidental Palermo Number and 5treetitv County Subdivision L6tNumber DESCRIPTION OF INSTALLATION a 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R-Value)— Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness'(inches) 6.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" -5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches, 6. FOUNDATION WALL Material Thickness (inches) DECLARATION R38 inches. Brand Name Johns Manville Thermal Resistance (R -Value) R19 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 73ertificate of compliance, where applicable. - C.L.#499150 LOERKE INSULATION CO., INC. them --Ti § n ire, a e Installing Subcontractor Co.Name) r General Contractor (Co. Name) Or Owner Item #s ' Item #s Signature, Date Installing Subcontractor(Co. ame Or General Contractor (Co.Name) Or twner Signature, Date Installing Subcont i ctor_ (Co. amVe Or General Contractor Co. Name) Or wrier 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 RECTION NOTICE OWNER PERMIT NO. A routine inspection, indicates that the following violations of butte county Ordinances exist at the above address d should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, Please tact this office immediately. In 14 A/c q S—A Date 40' Inspector REV 10/92 2 4 Date 40' Inspector REV 10/92 ��ootz 'oja'-- e GREGORY'A. PEITZ ARC=HITECT 1907 MANGROVE AVENUE, SUITE "E-. CHICO, CA 93926. (916) 694-3719 oe y owti• r'l/1 -1-ti4+ i- ,-fTF I I �' -'Khs- 'COUNTY OF BUTTE - REPARTME,NT OF DEVELOPMENT SERVICES - BUILDING DIVISION" 18-1� 19 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 qS PE IT NO. (Rev.12/96) \ APPLICATION AND�PERMIT� - ASSESSOR PARCEL NUMBER 026 -24 -9 -nig ZONING AP -1 BUILDING PERMIT OWNER "RIL DEI TELEPHONE SQ. FT. OCC. BUILDING VALUATION 001992 R 568.001 'ANEY .OWNERS MAILING ADDRESS 7949 OCCIDENTAL, PALERMO CA 95968 CONTRACTOR'S NAME TELEPHONE NTFT-SEN BIJUDING, CC) 534-13]Q 596 10,728-00 404 royd 5,252-00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NA Fireplace 1 0 1,500.00 LENDER'S MAILING ADDRESS Total Valuatlon $ 125,048.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 730.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 474.85 BUILDING OCCIDENTAL AVE, PALERMO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1 248.33 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap III 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.60 -- Each gas water heater or vent 15.00, 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI WI 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Filing Fee 20.00 R LES Main Service "00AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full forc and ffect. Z License Class IC. NO. ?T ',LL7�' / - N R UILDER DECLAMATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service goal TO 1000A 46.00 NEW NEW CONST. ( DWELLING OCCUP. ADDNS. COUTLET 3.50FQ. 90.58 NEW CONST. MUACIOR NON-RESID. CL, 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FIXTURES 00 BA� 9 .50 PPOR Ex. Occup. DUTLFIXEEDTSA(RRESio) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 133.58 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 15.00 Cooling Hood 6.50 .5 Ventilation 3 4.50 13.50 PERMIT FEt $ ' 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.) ertify that in the performance of the work for which this permit is issued, I shall A�nc ot 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' compen tion provisions of section 3700 of the Labor Code, I shall fo wit o I ith provisions. X Date /17 Sign a ppli nt - ❑ " Contractor ❑ Agen An OSHA permit is required for va ion over 60" deep and demoliti n or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspect n Fee $ 46.00 Ll cc NMS vTOT L FE 1 654: 91 HAz D FE IM CD PAR L PD H ISS 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. �0 q. D By % [ayte �1 141 / o PERMIT EXPIRES ON`0.D.S.-B.D. eta rR7eceiptNo.2_�,J�% I d CANA -ASSESSOR PI K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f 7 County Center Drive • Oioville, California 95965 • Telephone (530) 538-7541- �P�f;aajT No. (Rev. 12/96) APPLICATION AND PERMIT ���� ASSESSOR PARCEL NUMS _ Z =� N2 BUILDING PERMIT owNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION .OWNER'S MAIUNG DRESS c - 1-7 77- v ' CONT R'S L5 FA)U CO TELEPHONE I� G .._ Z <2 - O 6) CONIRIICTOR'S MAILING ADDRESS U o 0 L- G CONSTRUCTION LENDER Auk —Fireplace J - Total Valuation $ �a � Filing Fee b 20. LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Permit Fee �, ," :. Plan Checking Fee 4L-�,_�"� S 6 11j00 i.. Energy Plan Checking Fee $WAG ARCWTECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS —2' QCJ DEA) 7:211 &V$ PERMIT FEE $ LOT NO. SUBDNLSION'SNAPS PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF06--Duptex ❑ Mobilehome ❑ Other sP�sr Each Trap7.00 cb Solar or heat pump water heater 23.00 Water piping 15.00 � Each as water heater or vent 15.00 , 0 C1 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ InWanatlon O Other Cl Describe Work: o ��, �'�' Gas piping system 1 - 5 outlets 15.00 06 Building sewer 15.00'1,5, OD Mobile Home I S I G I W @20.00 PERMIT FEE t R60 1 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service °p00,Av oOR Es 1 23.00 O 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 I force and effect License Class Lic. No. X33 �q 7 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. ❑ 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'—Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this peRmit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that In the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply fi dho provisions. X Date An OSHA permit is required for excavations over SO* deep and demolition or construction Sign re of ApplicaYit - ❑ Owner A Contractor ❑ Agent ��—"'2� of structures over 3 stories in height Main Service 200A TO f000A 46.00 NEW CONST. OWELLliO OCCVP. S S O . OR ADONS. a ACC. BIDS. 3.50M NEW CONST. NOWRESIO. YULhOUTLRANCH UT ITS @7.50 PS0X APPARATus a s•IGLEovnEr aR Ex' Occup. ounETOR FKTmw ap ® 1 Ex. Occup. p E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 6- SO Ventilation , S6 , S� PERMIT FEi_ $ DU Mobile Home Installation Fee L Energy Inspection Fee 4�I $ 6 occ coNST. TYPE TOTAL FEE $ ,1112 D FEES WP FLOOD CDP PARCEL PD Ho ssuE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fee8�save been paid. G I By ate PERMIT EXPIRESE•D.O.S.-B.D. �• rRHITecelpt No. Y CANARY• SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ra r w4m, � Y !� .+ �Idfirt #y �4 ;r- �'f"6 i i'y 7 ^*+' 4: -J+ COUNTY OF BUTTE- DEPARTMENT ,OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: i SD<f lc�,zAc ASSESSOR PARCEL NUMBER: U 2— C -- 2 "/ Z — /,.-?— Proposed ZProposed Building Use: 7 Building Inspector: Date: f'/ y /!�a At time of permit application, I was advised the following data must be submitted prior to permit p ceasing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- Pl�Dpans, signed by the preparer of plans. ----------------------------------------------------------- ---------------------------------------- 2— mpsets, signed by the preparer of plans. ------------- v?s eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ RE Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------- Kanufactur ees pact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 1 Z. California Department of Forestry plan approval/fees.-------------------------------------------• ood elevation ce�ificate.--------------- -=------- s------------------------------------- F50ty anitation and plot plan approval Health Department.= ---------------------------- ofChico plumbing permit.--------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- Planning approval for ' ) Use. (B) Parking: -• ❑ 19. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 111.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022. Workers' Compensation carrier and policy number. --------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ -etter 'f signature authorization.-------------------------------------------------------------------------- LE ecorded copy of Agricultural Acknowledgment Statement. --------- -------------------------------- ❑26. Letter oIintent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. (Date) 029. 0433 A, ❑Grant DRed, ❑ M.H. Title, ❑ Check to H.C.D $ .&rloother: -----� When you issue the permit, process as follows ❑ Mail to owner, ❑Mail o contractor. 7u"1'elephone,.5 3 I — /3 and hold for pickup at d Q er 'th inspector. o'�CoPi a�plwts y��eh �{o �oh-><r�d2 FP� q� Applicant: Date: 90 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air ollate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: By: ' 1. Index permit application for the above items numbered: ❑Plan, Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, b mail, ❑ Bui ding Di Sion co er, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, WS advised of the aboveuired A- d(a� y ❑ phone, ❑ mail, c3 Building Di ision counter, by Date: Plans reviewed by: r � Date: ` Plans approved by: Date: / d /Z Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 1� E.H. USE ONLyi 1 Not Plan Attached_ 1 Roar Plan Att shed i Sent to B.D. a T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner ✓Location Plan Approved for: Sewage Disposal Water Supply: Public l� welling. Other Clearance foo Hold final for: Final clearance O.K. for: NOTE: fiv Environmental Health Specialist t 8/96 AP# Private Well Date 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 /S PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. CHOOL DISTRICT FEES 0 f t (pai at District Office) 1 S RIFF FEES (paid at Building Division) ential ........ x $360.00 = $ b 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 $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 A.P.# 2- /,:,--:�?-y-0/2.-- DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) r r F, f I September 30, 1998 TO WHOM 1T MAY CONCERN: In regard to the mobile home located at 7749 (Occidental Avenue, Palermo, California, A. P.426-242-12, 7, William DeLany, intend to remove within 30 days after f nal inspection and occupancy permit are issued, weather permitting. Signed _ 3Q William DeLany Date Signed'k �.stf 3 Raque DeLany Date 11 RESIDENTIAL PLAN CHECKING. GUIDE.:., - JINGLE FAMILY, DUPLEX AND NUSCELLANEOUSONLY ' OWNER: IN Aj& A BUII.DINGP ' : r ER:> !-9,-• 71 PLAN CHECKER: S9r'Z.�LjMY) AT, Zoning requirements: (side yards and numbs of permitted ln►ing units). 4 half ''{' ` Valuation. Ji .. i:5i ..a•' :`,� ' �. w` r '".'V ;! 's �''l1 4 Plans signed bydesigner. ::_,ria.•:S yTl ,'F .^„r','; r;` ra Proper description of work on application : ,ti,r Y, Existing violations on property.` r . '; •' ` :e.' .t. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, Recorded notice of violation. f PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. ” Grading, fills and/or drainage. I5 Flood hazard Special conditions on creation map (Noise, S.RA., Fire Sprinklers, Water Tender,•Trem etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). 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). 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. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. 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. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 : ■ MISCELLANEOUS ITEMS TO LOOK OUT -FOR - Stairway TPFOR- Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone venter (Seq#gi 1403). . Exterior plaster - wap sciceds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. Y 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 - stony 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. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. S July 1996 4r�- 3.3 Date: September 29, 1998 ;�:...._ He ouI LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Bill Delaney 7749 Occidental Palermo, CA 95968. With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-1719 Assessor Parcel #: 026-242-012 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you -have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton Date: September 29, 1998 t Permit Applicant: Bill Delaney Permit Number: 98-1719 7749 Occidental Assessor Parcel #: 026-242-012 Palermo, CA 95968 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. Your garage trusses should be 22' long. The engineering calls for 23' long. Please provide new truss details. 2. Provide the drag truss engineer called out by the designer. 3. Fees due of $1075.47. 4. Health Department clearance. 5. Recorded Ag Statement. 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. Linda Sexton C. y Ll ep P17 41/ ell 7k 5 d t'.j e 00 .c�D At00 f�y�� �r No. MUM N �k EAt... ..... S . . "I, -%V -,F c GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations- For: EMPIRE Seri AH��'i vk��p IY A..o ! - kwlfD LT LQ)OV-5) ♦c O No. C Zt ZS3 * LJI,i� N `����� r'J t GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations- For: EMPIRE Seri AH��'i vk��p IY A..o ! - kwlfD LT LQ)OV-5) ♦c O No. C Zt ZS3 * LJI,i� N `����� Gregory Peitz - Architect Date 9/1.6/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Calculation data Description Code used 1994'U "iforinBuil;n'gCode �w. Jurisdiction BUf1i Idouhtty , _ Wind loading ' Basic wind speed ` 0 ; mph Exposure Seismic Seismic zone 3" Gravity loading Roof live load 6 psf 17- Reducible ? Floor live load psf Balcony live load.li:Ori." psf Soil data Allowable bearing 1.500 ksf UBC Classification 4 r��=if�- ������=rf Gregory Peitz "..~~. ' Date 9/16/98 383 Rio [indoAvenue Chico, California 95926 Tel. (530)8g4 -571g Soil data Description Soil classificoti Rafmrmncotob|a 18 -I -A 1994 UBC- Soil weight kcf Input data for user de'fimed classification Allowable bearing prmssur Increase for width ksf Max. allowable pressure 0i250 ksf Increase for depth Increase for wind/seismic ksf/ftdepth Increase forwidth 0.000 kyf/ftw/i6th Friction cooficiant Lateral bearing (mooaiva) hsf/ft. of depth below grade Increase for wind/seismic ` Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing prassur 1.500 Max. allowable pressure '' 4.500 Increase for depth 0.300 Increase for width ^0.300 Friction coafƒicient 0i250 Lateral bearing (ooysivm) 0.150 Increase for wind/seismic 1.330 Resistance 0.000 ksf/ft.ofdepth below grade ksf 3 904 —PV -C( Wl (N � � 1 � ' i r f � a' � 2 rs 57 f M1 f { t 1 � 4 i • I t I SSBM_6 a 12:08 AM ---------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 9/16/98 -------------------------------------------------------------------- Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 15.500 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet, Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .178 kips/ft 50 o TL Uniform live load > .180 kips/ft 50 % TL Uniform total load > .358 kips/ft End reactions .................. DL -- > 1.380 kips LL > 1.395 kips TL > 2.775 kips Design loads ............................ Total load moment (M) >- 10.751 ft -kips Total load shear (V) > 2.775 kips --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fcf Fc-, E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to' Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft" Fv Fc± Fc-, E DFGL 24F -V4 2961 1150 206 650 1650 1800000 -------=------------------------BEAM DATA -------------------------------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in'3) > 43.571 155.672 <ok> A -(in'�'2)-- > 20.178 69.188 <ok> I (in^4) > 1050.785 ------------------------------ DEFLECTIONS --------=--------- Total load deflection > 246 inches L/ 757 <OK> Live load deflection > .124 inches L/ 1505 <OK> Dead load deflection > .122 inches Minimum camber (glu-lams) >- ..183 inches <1.5*DL deflection> Standard 2000'R camber >. .180 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.268 inA2 Minimum length > .833 inches Assuming full width bearing 7 If �CIOKSF wq-% oho -tl-Y 2'mOAcA?- O'Hfo"O.G. MAXSPAN2 10:21 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 9/15/98 Description_>>Second.floor joists ------------LOADING DATA-- ------- -- ----- - ------ GENERAL DATA ------------ Dead load > .010 ksf Load duration factor > 1.000. Live load > .040 ksf Joist spacing >. 16.000 inches Total load > .050 ksf Repetitive (Y/N)?> Y Tributary load > .067 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 9.250 inches Section modulus > 21.391 inA3 Area > 13.875 inA2 Moment of inertia > 98.932 inA4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf- > 1.100 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fc») Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 1107 633 95 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------- = ---------------- Max. span as limited by: Bending > 15.387 feet Shear > 26.363 feet Total load deflection (L/240) > 17.409 -feet O;TL > .870 inches Live load deflection (L/360) > 16.377 feet (ELL > .545 inches -------------------------CONCENTRATED LOAD CHECK ------------------------- Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load >_ .000 kips V cap of joist > .879 kips <ok> . of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M'cap of"joist > 1.973. ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 -------------- 10:25 PM --------------- Rev 9-28-93 Woodjoists- ----------------------- ------------------------ span capacity 9/15/98 Description >>Second floor joists -------------------- ------------LOADING DATA----------- Dead load ----------GENERAL DATA------------ > .010 ksf Live load Load duration factor > 1.000 > .040 ksf Total load > ksf Joist spacing > 24.000 inches .050 Tributary load > .100 klf --------------------------------- Repetitive (Y/N)?> Y Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES ---------------------------- Member thickness > .1.500 inches Member width > 9.250 inches Section-Tnodulus > 21.391 inA3. Area > 13.875 inA2 Moment of inertia > 98.932 inA4 ---------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 .575 Size.factor Cf 95 625 1300 1600000 > Size factor Cf 1.100 (APPLY TO Fb) > Size factor Cf 1.100 (APPLY TO Ft) > Repetitive member factor Cr > 1.000 (APPLY TO Fc>) 1.150 Adjusted values Species Grade Fb Ft Fv Fc± Fc- DFL NO21107633 ----------------------------- 95 625 1300 E 1600000 - --MAXIMUM SPANS ------------ Max. span as limited by:-' ---=-------------- Bending Shear > 12.564 feet e Total load deflection (L/240) > 17.575 feet ATL � > .760 inches > 15.208 feet Live load deflection (L/360) (ELL > .476 inches > 14.307 feet -------------------------CONCENTRATED LOAD CHECK ----------__ ------------ C eck uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check -stresses due,to concentrated -loading .... V uniform DL V concentrated load > .000 kips V cap of joist > .000 kips of allowable > .879 kips <ok> M uniform DL > 000 M max with load at midspan > .000 ft -kips M cap of joist > .000 ft -kips of allowable > 1.973 ft -kips <ok> ---Deflection--- > .000 Uniform DL deflection Concentrated load deflection > -.000 inches Total load deflection > .'000 inches > .000 in. L/ 0 cU f 12 LA) L I 1 'W 2 o to I -S (�Z ; /SVY� YYI��x s �, fssb f I`/ , 2 1c (o tMc�y = 1,97 (r -O f o % 4 r -j - assume It 12, - q Li 11 ZxIOJ-P�7- at fZ,"O/C-. � s.s � z R13 r' b� R(=1:93k-NU(o1Z 1717, 2z /rlccy�:i3.OS" e/oo''io r'lah.OLx - 9 39 iK LlG opc 3,f -/K Q ti — . I L- w) Ti ---------------------- 0 0+ S�ol0) x.020 2/zOS-DJ = 2SS�', Rf- v�l�a.y,_ d.�2i��looyo lice: Z.P�f�k�loo�io zz,j 2ss lyy 1,6x(06 362,7�Z z � Z vj -030 '+ 1.33�Z�o5o)+,oIS= W 2 = 1,37 C o50) +, o IS = . o82�`/' rnmax-G`f G> �� ( 6J i , t t � y i • f f t 6J , t � t i + i f t 6J f ! 1 r 1 ! ' S f t o. N P I SSBM_6 ------------------------------------------------------------------------ 12:45 AM Rev 9-13-93 SIMPLE ------------------------------------------------------------------------ SPAN BEAM - UNIFORM LOAD 9/16/98 Description >> H-2 ---------------------------------GENERAL-------------------------------- Span (L) - > 16.250 feet Repetetive ?- > N Reduce shear for 'bm depth >' N Laterally supported (YIN) > Y lu > .000' feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS----------------- ---------------- Uniform dead load > .312 kips/ft 41 o TL Uniform live load > .448 kips/ft 59 °s TL Uniform total load > .760 kips/ft End reactions ........................... DL > 2.535 kips LL > 3.640 kips. TL > 6.175 kips Design loads ............................ Total load moment (M) > 25.086 ft -kips Total load shear (V) > 6.175 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > "1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc-, E DFGL 24F -V4 2341 /1150 165 650 1650 1800000 ----------------------------=- -- BEAM DATA -------------------------------- Member width > 5.125 inches Member depth > 15.000 inches Required Actual Comment S (in^3) > 128.578 192.188 <ok> A (in'2) > 56.136 76.875 <ok> I (in A4) > 1441.406 ------------------------------DEFLECTIONS=------------------------------ Total load deflection > .460 inches L/ 424 <OK> Live load deflection > .271 inches_ L/ 720 <OK> Dead load deflection > .189 inches Minimum camber (glu-lams) > .283 inches <1.5*DL deflection> Standard 2000'R camber > .198 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum-area > 9.500 in*2 Minimum length > 1.854 inches Assuming full'width bearing L-cktevc-.l AoAysts. I Iq 2b Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Wind design values Descriptionresidence: Exposure B Importance factor Basic wind speed 80.00 mph 9s 16.40 psf Roof pitch F1 0-0-0 -7 in 12 39.81 degrees PRIMARY FRAMES AND SYSTEMS Direction Ht. <0'-15'> <20'> <25'> <30'> <40'> W A L L 5 Windward walls 0:80 0.0081 0.0088 0.0094 0.0100 0.0110 Inward Leeward walls ;0;50' ` 0.0051 0.0055 0.0059 0.0062 0.0069 Outward Total wall ---------- ----------;-----------, ----------r ----------- 0.0132 .0.0143 0.0154 0.0162 :0.0179 •-----------;----------•+----------'A----------�'----------j ROOF Wind perpendicular to ridge Leeward or flat roof 0.70`.^ 0.0071 Windward roof Slope 9:12 to 12:12 O.Q: 0.0041 Roof total 0.0112 Wind parallel to ridge and flat roofs "0:70 f.'j 0.0071 ELEMENTS AND COMPONENTS WALL 0.0077 0.0083 0.0087 0.0096 Outward 0.0044 0.0047 0.0050 0.0055 Inward •------------------ ------------ ------------ 0.0121 ; 0.0130 10.0137 ; 0.0152 ------------------------------------------• 0.0077 0.0083 0.0087 0.0096 Outward All structures °1,2:0 0.0122 0.0132 0.0142 0.0150 0.0165 Inward Enclosed structures - ` 1'20 0.0122 0.0132 0.0142 0.0150 0.0165 Outward Open structures ',..:1;60 0.0163 0.0176 0.0189 0.0199 0.0220 Outward Parapets 130. 0.0132 0.0143 0.0154 0,0162 0.0179 Inward/ R O O F Y Outward Enclosed structures Slope 9:12 to 12:12 •; 1.10` 0.0112 0.0121 0.0130 0.0137 0.0152 Outward Slope 9:12 to 12:12 0:80. 0.0081 0.0088 0.0094 0.0100 0.0110 Inward Open structures Slope 9:12 to 12:12 ° ';1';6'0 0.0163 •0.0176 0.0189 0.0199 0.0220 Outward Slope 9:12 to 12:12 �F''0.$0,4 0.0081 0.0088 0.0094 0.0100 0.0110 Inward LOCAL AREAS AT DISCONTINUITIES Wall corners 2.00' : 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at eaves or rakes 2;$0'``. 0.0285 0.0308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings. or eaves and roof edges at building corners !�'.3 M 0.0305 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs, away from building corners and w `' ridges away from ends of building -.,2 00 0.0203 0.0220 0.0236 0.0249 0.0276 Upward zz 13 ® +0 X10 ✓'-i'1�1 SmtiGt . � 3 ''i,J4 rn P -a- k r v-v'lb Ii {- = 20 7Pi T6 a �+ WJ +..o1�f3+ .13.5(0121)= 2S6K/' (4f 2+.-1) . 0055-+ 13.7S(00yy)� 1,S-6(,0077),.,: ,Zoy l W 3 = , C��2 + 4/2-- + �� 0 = , o b (9/A, +.5{ 1) ol4:SwY ' _ Pr- 13.-)5(a.).o Uzi P—c-:7 5,13 K S7 5 r 11 dia�oG, ® 4-® w�yd 2 -As we J . PC -Dl' F t i I dltapin ®+® Se�rTc T casT° 1w es r 3 Y 4- 3o(0l�Jf%z+ L,4 [39� 0(Y)f Z, C- ) %zf e)Z( oo6� 4- C7/14- 17.� 008>�,1(73 o1 a F2, 30�z)• olY C-143):7 Rl : 2.c17 Z.-1 0 1 i PC-D3 vi - wy LAJ wz. C12-41s),o(H3 f cl,1-7(.��2��: ,,fac w3 ; ,6f2 +.Is)_o(y34 -- PG I r { I • i i wf w3 zz/ ot'q 3 0'?S W2 - 14 Gregory Peitz - Architect Date - 9/16/98 383 Rio Lindo Avenue Chico, California 95926 , tel. (534) 894-5719 J Shearwall schedule :. Description beluney residence Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.492 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 , 5, 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 - - 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. t1�Q�✓ (eue .. S.Co1 k v., = 134-+ ZZ;D ��- 2-t,a IV �3sAfi zy "�-�- `�JV S f- c- v, C- 9' w1N 60"V Grd�s STYE -N I 27,0 27, 0 V) C, ISN 43V 190 = -70S-1 (Gck C,t e> "D -c - �fSw 3Sckt s22_ V1 OA'! - 13 s�a�P•:� y a fi w,� d �l Wall line analysis Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary Description Delaney residence Level Main Line P lateral 5.610 kips Total wall length 13.500 feet Wall framing species DFL 5hearwall v 0.416 kips/ft Oki Shearwall Mark v cap Exterior3 0.492 kips/ft Interior t I n nnn Linc/f+ 3/8" cdx plywood with 8d nails at 3", 12" o.c. None � " U11UW U.49Z kips/tt If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.371 feet 0.416 16rl nnil-c nt IA C%A/ Anchor bolts El Applicable? 1/2" dia, good for 0.820 kips/each 0.820 = 1.973 feet 0:416 1/2" dia. at 23 inches o.c. max. Blocking/top plate Q Applicable? Connector A35 0.450. kips/each Length of attachment 13.50 feet v 0.416 kips/ft A35 at 13 inches o -.-c. max. Connectors at rim joist to mudsill/cripple wall top plate El Applicable? v 0.416 kips/ft A35 at 0 inches o.c. max. Page 1 33 Line geometry Page 1 Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwal I summary - Line geometry Description Delaney residence Level ©. Main -Line V1 vl V2 v2 V3 v3 V4 v4 Segment . Desc. Wall Opening 5 61tE' . 0. 20 ` . yg'' Force 13.50 w 13.50 y 14.50 0 14.50 y 2.905 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -- _. .0.000 0.000 0.000 0.000 0.000 Total lengths 13.50 14.50 - Maximum collector force 2.905 kips 16d nail good for 0.132 kips/each Splice 22 16d nails Page 1 Stability details e Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Wall stability Description Delaney residence l Level Main Line © v 0.416 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths r %n E a n - rno M d o w 0 3 w d of 4- Y v HoldownLa a~ 71 Gn n nn � d d Uu.D WAD 1J.'Ju '.l^ 3.24 HTT16/2-2x6 Page 1 Wall line analysis Gregory Peitz - Architect _ Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary r Description Delaney residence Level Main Line I C P lateral , 8.230 kips Total wall length 21.250 feet Wallframingspecies HF Shearwall v 0.387 kips/ft Oki Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 3", 12" o.c. 3 0.403 kips/ft Interior None 13 0.000 kips/ft v allow. 0.403 kips/ft If user -defined SW used,- sed;Description Descriptionv allow0.000 kips/ft o Sill nailing El Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.346 feet 0.387 16d nails at 16 inches o.c. at SW Anchor bolts Q Applicable? 1/2" din. good for. 0.730 kips/each 0.730 = 1.885 feet 0.387 1/2" dia. at 22 inches o.c. max. Blocking/top plate Applicable? Connector A35 0.450 kips/each Length of attachment F-45-00-1 feet v 0.183 kips/ft A35 at 30 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ElApplicable? v 0.387 kips/ft A35 at 0 inches o:c. max. Page 1 Line geometry Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 5hearwall summary -Line geometry Description Delaney residence Level Main Line VI vl V2 v2 V3 0 V4 0 Segment Desc. Wall Opening X513 0.14 �'3Rio' 015x ': Force � _� - . 2.50 0 2.50 y 10.00 0 10.00 . y 70.347 5.50 w 5.50 y -1.737 4.50 0 4.50 y -0.371 4.00 w 4.00 y y -0.996 2.67 0 2.67 y y -0.591 7.75 w 7.75 y y - -1.354 2.67 0 2.67 y -0.569 4.00 w 4.00 y -0.961 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _.,. 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 21.25 22.34 Maximum collector force 1.737 kips 16d nail good for 0.115 kips/each Splice 15 16d nails - - Page 1 3-7 Stability details Shearwall Gregory Peitz - Architect Date 9/16/98 ` 383 Rio Linda Avenue Chico, California 95926 Tel. (530) 894-5719 % Shearwall summary - Wall stability Description Delaney residence Level Main Line v 0.387 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths % — v, a o a 3 .. Y �.. w w ,� Y Holdown 3 "° "o vi= } ri Fn O nn n nn nn -- - "-' `�•��� i7.Q 1.+7 D,OV 3.34 3.34 HTT16/2-2x6 4.00 9.00 9.00 2.00- 0.118 13.94 0.63 4.00 3.38 3.38 HTT16/2-2x6 7.75 9.00 9.00 2.00 0.118 27.01 2.36 7.75 3.28 3.28 HTT16/2-2x6 Page i Wall line analysis Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 ' Tel. (530) 894-5719 Shearwall summary Description Delaney residence Level Main Line P lateral 3.860 kips Total wall length 15.750 feet Wall framing species HF Shearwall v 0.245 kips/ft Oki Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.315 kips/ft Interior None 13 0.000 kips/ft V allow 0.315 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.547 feet 0.245 16d nails at 16 inches o.c. at SW Anchor bolts Applicable? _ 1/2" dia. good for ._ 0.730 kips/each 0.730 = 2.979 feet 0.245 1/2" dia. at 35 inches o.c. max. Blocking/top plate Applicable? Connector A35 0.450 kips/each Length of attachment 12!.--0701feet v 0.102 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑Applicable? v 0.245 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Date 9/16/98 Page 1 Shearwal I summary - Line geometry Description Delaney residence Level IMain ILine V1 vl V2 v2 V3 vj_ V4 v4 Segment Desc. Wall Opening ` 3 86 010 ',1 €`" 1 Force 5.50 0 5.50 y 3.00 0 3.00 y -0.570 7.00 w 7.00 y -0.881 5.50 0 5.50 y - 0.109 8.75 w 8.75 y -0.461 3.00 0 3.00 y 0.777 4.50 0 4.50 y 0.466 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _... 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totallengths 15.75 21.50 Maximum collector force 0.881 kips 16d nail good for -- __ 0.115 kips/each Splice 8 16d nails Page 1 93 Stability details Shearwall Gregory Peitz - Architect Date 9/16/98 _ S 3 383 Rio Linda Avenue 0.181 19.30 Chico, California 95926 8.75 vi Tel. (530) 894-5719 2%n s i'- U n a Shearwall summary - Wan stability +- Description LO . n Delaney residence Level IMain Line FTO-00-1 v 0.245 kips/ft Assembly dead loads: Design controlled by: • Roof• -... 0.014 ksf Wind Floor w 0.011 ksf Dead load reduction factor:, Wall 0.010 ksf 0.667 ' Shearwall Dead load Crib. Lengths c.70 _ S 3 v 0.181 19.30 = 8.75 vi H 2%n s i'- U n a al O +- _ LO . n �-- :2'}, }. C d L Y .Y.. Oo 4- N .Y.. O Holdown o, o 0 3 Y w -! w o, 3 6 d> 7 nn 0 nn n nn en 8.75 9.00 9.00 6.50 v.aVi 1:l.Y c.70 /.VU 1.Ye 0.181 19.30 4.62 8.75 1.85 Page 1 1.92 HTT16/2-2x6 1.85 HTT16/2-2x6 Lit Wall line analysis Gregory Peitz - Architect Date . 9/16/98 383 Rio Lindo Avenue Chico,'California 95926 Tel. (530) 894-5719 r ' Shearwall summary Description Delaney residence Level Main Line CL I P lateral 1.550 kips Total wall length 5.330 feet Wall framing species HF Shearwall v 0.291 kips/ft Okl Shearwall Mark v cap Exterior Interior 3/8" cdx plywood with 8d nails at 4",.42" o.c. None If user -defined SW used; 2 0.315 kips/ft 13 0.000 kips/ft V allow 0.315 kips/ft Description I v allow 0.000 kips/ft- Sill nailing ❑Applicable? 16d sinker good for 0.134 kips/each 0.134 = 0.461 feet 0.291 lArl nnilc nt 1F, in,,t—e „ „+ C%A1 Anchor bolts F±1 Applicable? 1/2" dia. good for 0.730 kips/each 0.730 = 2.510 feet 0.291 1/2" dia. at 30 inches o.c. max. Blocking/top plate F±1 Applicable? Connector A35 0.450 kips/each Length of attachment- 24.00 feet v 0.065 kips/ft A35 at. 48 inches o.c.'max. Connectors at rim joist to mudsill/cripple wall top plate ❑Applicable? v 0.291 kips/ft A35 at 0 inches o.c. max. Page 1 17, Line geometry Page 1 Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 - Shearwal I summary - Line geometry Description Delaney residence Level Main Line 2 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 155 ° o.ob s � ., L y;1 Force 2.67 0 2.67 y 16.00 0 16.00 y -0.172 5.33 w 5.33 y -1.206 0.000 0.000 _" •• 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 J 0.000 0.000 0.000' 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 5.33 18.67 Maximum collector force 1.206 kips 16d'naiI good for 0.115 kips/each Splice 10 16d nails Page 1 W Length of s > co v Ln W shearwall 11°2. a o 0 of nN o o Height(ft.> ° — O 0, a 3' o D o z c C7 a N -1 n W 41 o: Wall (ft.) a a W rn In 3 01 c A lfl a o 0 0 D w 0 n 0 o p w o Roof (ft.) o 0 0 �' co DO0 0 0- r- r- rn �, in -�, Lq -1+ N f ul O a N oFloor (ft.) o y c %0 3 I S !2 y W ALn s W dl M CO (kips/ft) (O O.T.M. ., ` [7 -+ W (ft -kips) is D.L.R.M. W P a o o .. W o (ft -kips) O� v Q d Ln �. �O C. �. O Length Q o W between ties a c i N Tie force 0- (kips) oCr' 3 Tie from above (kips) 0 P total (kips) N O C7 + N S PL N = %0 O x d. 0%% 3 OD .S Wall line analysis Gregory Peitz - Architect Date 9/16/98 383 Rio Linda Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary Description Delaney residence Level Main Line 3+4 P lateral 3.740 kips Total wall length 15.000 feet Wall framing species HF Shearwall . v 0.249 kips/ft Oki Shearwall Exterior Interior 3/8" cdx plywood with 8d nails at 4", 12" o.c. v cap None 2 If user -defined SW used; Description I Sill nailing ❑Applicable? 0.134 = 0.537 feet 0.249 Anchor bolts El Applicable? 0.730 = 2.928 feet 0.249 Blocking/top plate F±1 Applicable? Length of attachment 38.00 feet v 0.098 kips/ft Mark v cap 2 0.315 kips/ft 13 0.000 kips/ft v allow . 0.315 kips/ft v allow 0.000 kips/ft 16d sinker good for 0.134 kips/each 16d nails at 16 inches o.c. at SW 1/2" dia. good for 0.730 kips/each 1/2" dia. at 35 inches o.c. max. Connector A35 0.450 kips/each A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate v 0.249 kips/ft A35 at Page 1 ❑ Applicable? 0 inches o.c. max. yS Line geometry Page 1 Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary -Line geometry Description Delaney residence Level Main Line 3+4 V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. 9 Wall Opening p 9 , =374< 009 Force 15.00 w 15.00 y 10.50 0 10.50 y 2.420 10.00 0 10.00 y 1.496 7.00 0 7.00 y 0.616 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 15.00 - 27.50 Maximum collector force 2.420 kips 16d nail good for 0.115 kips/each Splice 21 16d nails= Page 1 Stability details Shearwall Gregory Peitz - Architect Date 9/16/98 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - wan stability rn Description o Delaney residence a Level Main Line 3+4 v 0.249 kips/ft Assembly dead loads: Design controlled by: Roof Holdown 0.014 ksf Wind Floor. 0.011 ksf Dead load reduction factor: Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths v, i i d rn c o `o a °c Y `+ d > o } Holdown p N a � U,101 33./ ' 14.D3 1D.UU 1.6y Page 1 1.69 HTT16/2-2x6 46 _• • N 0'?y� SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al–A30, AE, AH, A (with BFE),V1–V30,VE, and V (with BFE) is required. _Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features–If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included In the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code, Section 1001. Ronald L. Graves P.L.S. 4085 CERTIFIER'S NAME LICENSE NUMBER (Gr Affix Seal) Professional Land Surveyor Ron Graves & Associates TITLE COMPANY NAME P.O. Box 986 Oroville CA 95965 PHONE Coples should be made of this Certificate for: 1) community official, 2) Insurance agenVcompany, and 3) building owner. COMMENTS: Butte Counter Bench no. 596 was used. Brass cap Southeast headwall South Villa Aveniue_— Published elevation 154.27 USGS datum. Our TBM at property = 147.62. Spike ...FLOOD nwna.cn� 1 •-- ' EIEVATIDN CE ADJACENT LEVEL . ' _- - ELEVATION ItoS\ sG9 ADDtTLOw1A,L": TSM ON FKoFBSZT IS A foo 11B:n1►.ts( S?%V E- %K A�.1 ° -e AK TRETaE SoUTtwS.oIc T� .(E NCO F -L. Ev 15 t 4`1.9846 ,.'•.' . ':7�: ENT -.- NT•°. ' /30/00 ON WITH S. SLAB A V BASEMENT A PIER MNS A �� 7 ZONES ES ZONES ZONES ZONES . REFERENCE LEVEL +l' BASE FLOOD ELT REFERENCE LEVEL � REFERENCE LEVEL ...FLOOD nwna.cn� 1 •-- ' EIEVATIDN CE ADJACENT LEVEL . ' _- - ELEVATION LEVEL GRADE :�;j'. 751.; _•�'c`c• ,.'•.' . ':7�: ENT -.- NT•°. ' The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. f `. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 n 0 ` .�4 � _ it .,..,i '•�.._ � -v y,.�•,.,, `.�'�;��.;�:. �ti`�•,,.. 4 .ikce r; •: 4 L •�. � :'i 1.. ;z �,,k1. �'*` ;•,, t ,z •, 'yh { .�. � ;:. '` -�.. ..' _ :,;.r,.s�.#" ',.i.�. - ,4 r+tt �l#..r"+ i'''.+gR - D _ _�r�f _f 4. '�. 'w,+i'� �_. .�%: a, ^ice-y:,�... .t., ;.:� # -F�- - �.-+-.r_,i- �'Stw..�-��S Gi.:: �. tv-.rvra►w.-vi �_•�w' +4 �jip..,,,� ter"._ ��, a � r ��Ka..w. -.� ,.-w„`..-.;� •a+ �SxS'T• � $ILL DEIANY� . t 4 Av6nne, dale s, Occidental ont & R �`; _ a1 .l r °X ` �'•"�"` } �.+ELEC /-�, .Pujn-p--6LfB�.r bQx+Ooiir--,,_,ik:jyo. vi-Ue--- 3 -82P RlutiiitPerm GASPvia x k _ F ,. y -L 7 .../a-.. +�t+rs'•, r:I i' r j#" f ...,:.f� .�yf i K1v y£ 'SUPPORT'STRUCTURE'. 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". .r. r i,.S;.i (•. �: �- r"''_.; 3rar a .;e:�r ,yp.' i s° 'K% ,;.re•i!' H - � �,� y' 5j .�, : f., R. � s 7t fr?, r' "' /pie ?'€• € .,}lev �%? � �� - � � y'1, t �„ , ..x. . ;...yt r�t....rl � '�'F" ��,t. ._��3�.?_.�.,�5 _ �rI,rpt Y ��'rf :r�'� -.St'q• •�tt21r .. 'i:M., - .� .A. 7t ._ r7 :+�, i•.. y, \. �. �.. ..j�.}y..-t - �y..� ,. ,. .. �`'� _ :a' -. �, `.'�9-' " : .. , - -.. , _. :.: � ,�: -Y.. _ -, - _ .. `�" ♦ ,_•_z� i,'�'� -;jt'� "Sian' :}�y�"��"< t <",g'v _ s }_. - . I 11 Ve `2- 53 2.S"3 3 1 14y3 S G 01 A setback of 5 ft. from the property lines and.a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. NOTE: All Materials & Workmanship Shall Ede fn Accordance with Recognized Good practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanical Codes. and the National Electrical Code. This set of plans and specifications MUST 4?e kept on the jo'a a't all tir�aes c rid it is unlawful u Imake any changes or alto, ations cn some without rmission from the Department of Pub' , ;written p�? Morks, County of Butte. MIlty connections shall be within l ft, of the molriiehome, either )lrectly behind or within the re half of the roadside (left) of th mbilehome. V 1ve 1 A permit will be required fI installation of the mol,;u.1 7/ � the W APPROVE[. ..TRAILER',7WITHOUT PERMITS 26-242-35 JOHN SMITH & MI YOUNG 'ION"RESOL . VED 7759 Occidental, PAlermo a . LLl W 7 9 ' V V' O ' 5 88' 59'42" W 12.11' N 00'00'00" E 9.00!, 5 88.59' 42 " W l D 5.00' OLD L13 -24-55 A. P. N . 2(0 .5/009 AGS. O O � . O O'. 0 I �; • o. OIN S 88.59' IG" w 3 2o.2o' 's � a N O O � WELLO O N h Q1 N N o OLD MERGED 1. INTO 1 0 PARCEL I 3 PORCH 1 I r SCALE I " ='40' I LOCA?ION MAP MOBIL dN MERGER iA 0 FOR on N B.I LL DE LAWY N O co - SHOP '7749 OCCI DEWTAL AVG 01 I N 88 59'42" IE I S(o.55' RECEIVED MAY- 1 `8.1998 COUNTY OF BUTTE LAND DEVELOPMENT DIV E(N 1151T % 0" BEING A PORTION OF LOT4 BLOCK 99 PALERMO CITRUS TRACT WO.2 WALL MAP NO.9 SECTION 8, TOWtJ9111P 18 WORTH, RANGE 4 EAST, L4.D.M.)' UNINCORPORATED AREA, BUTTE COUNTY, CALIFORNIA. ■ N AA IL PALERMO RD. it J J Q � � j 7 W -2 , V = O bOtlTN VILLA I LOCA?ION MAP MOBIL dN MERGER iA 0 FOR on N B.I LL DE LAWY N O co - SHOP '7749 OCCI DEWTAL AVG 01 I N 88 59'42" IE I S(o.55' RECEIVED MAY- 1 `8.1998 COUNTY OF BUTTE LAND DEVELOPMENT DIV E(N 1151T % 0" BEING A PORTION OF LOT4 BLOCK 99 PALERMO CITRUS TRACT WO.2 WALL MAP NO.9 SECTION 8, TOWtJ9111P 18 WORTH, RANGE 4 EAST, L4.D.M.)' UNINCORPORATED AREA, BUTTE COUNTY, CALIFORNIA. ■ N E APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test File No: 334.5 Client: Nielson Building Co. Project: Delaney Residence Contact: Stan Nielson Soil description: Brown Clayey Sandy Silt Sample location: Building Pad Sample taken by: B. Forsythe Depth of sample: - 16" Moisture determination Gross wet wt: 412.4 Gross dry wt: 376.5 Pan wt: 94.4 Net dry wt: 282.1 Moisture Loss: 35.9 Moisture content: Density determination Wt of soil & ring: 572.5 Tare of ring: 200.7 1 1 1 Net compacted soil wt: ' 371.8 Dry Density, pcf: 100.0 Saturation determination Volume of solids: 0.593 Volume of water: 0.204 Volume of air: 0.203 Dedree of saturation: 50.1% Gross final wet wt: Gross final dry wt: Final moisture loss: Final net dry wt: Final moisture.content: 334.5 276.8 57.7 182.4 31.6% This test was performed per ASTM Reviewed by: -88 k Start: 2 3 4 8/23 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Final: Date: 21 -Aug -98 Tech: M. Haydon Expansion Index: 30 '3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 1 1111 ® 11 1 11 1 1 KITIP .: 11 1 1 1 1 1 1 1 Expansion Index: 30 '3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION September 8, 1998 Nielson Building Co. P.O. box 2034 Oroville, CA 95965 Attn: Mr. Stan Nielson We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 'on a sample of soil obtained from the building pad of :the Delaney Residence located at 7749 Occidelit<al Avenn - in Palermo, CA. The cite is identified on plans prepared by your office as AP# 026-242-012. The result of this test was an EI = 30. Table 18-1-B of the UBC classifies the soil as having a "Low" potential for expansion. The Butte County Building Department requires recommendations for mitigating the effects of soil expansion if the EI exceeds 20. Our recommendations for constructing the raised foundation structure (note that no slab - ori -grade structures were proposed" for this evaluation), at the location indicated above are as follows: 1. Extend the perimeter footings to a depth of 18" below the surrounding natural grade... The purpose of this is to minimize the effects of seasonal variations in moisture content of the supporting soil. The deeper foundations " will also, help minimize desiccation of the soil from water absorption through the roots of adjacent shrubbery and/or trees used in landscaping. 2. Do not landscape next to the perimeter of the foundation with shrubbery and/or trees. The trees may grow root systems that can extend under the foundation: 3. Install a minimum of one No. 4 reinforcing bar at the top and bottom of all perimeter and strip footings to resist bending stresses that may result from changes in soil volume. 4. Footing trenches should be pre-soaked fora minimum of six_ hours prior to placing. concrete. Excess water should be removed or allowed to soak in. Care must be taken to prevent a muddy condition at the time of concrete placement and to prevent mud on the surface of the reinforcing bars. The soil in the trench bottoms should be moist, but firm at the time, concrete is placed. 3080 Thorntree Drive, Ste. 35 - Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Applied Testing Consultants does not represent that . these test results and/or recommendations are suitable. whether or not modified, for any other, site or structure on this site than the one for which they were specifically prepared.' Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity 'to be of service. Please contact us at the address and number. above if you have any. questions.. Sincerely yours, • 'N, rte. Iq rCI 1 Brad Forsythe Charles J. Roberts, PE Vice President Staff Engineer Don lr%�, CIVIL, (916) 534-9587 ENGINEERSND SURVEYORS a S SO C I QQ `S P.O. BOX 986 - OROV I LLE, CA 95965 100 GOLD DREDGER DRIVE September 15, 1998 Job no. 98-063 Butte County Building Department 7 County Center Dr. Oroville, CA.95965 ; Re: APN 26-242-12, 35 Regarding the above referenced parcel, this property is shown on the F.I.R.M., Flood Insurance Rate Map, Community Panel no. 060017-0480 B, September 29, 1989. The flood plane for this parcel is 147.5. We set a spike in joint pole no. 8, 450 feet, approximately, South of South Villa Avenue on the West side of Occidental Avenue near the Northwest corner of the Delaney parcel. The elevation of the spike is 147.62. This information was derived by running bench levels from Butte County Public Works bench no. 596, a brass cap in the Northeast headwall at the Southeast corner of Railroad Avenue and South Villa Avenue, published elevation 150.88. Ronald L. Graves, P.L.S. 9G A RONALD L GRAVES * PLS 4085 „_ EXP. 6/30/00 _ OF _CK3 ` SURVEYING SOIL TESTING ENGINEERING C 0 V E R FAX S H E E ..T To: Stan Nielsen, Nielsen Building Co. Fax #: 534-1319 Subject: Flood Elevation Certificates Date: September 23, 1998 Pages: 2 COMMENTS: From the desk of... Scott Rutherford Chief Building Inspector Butte County Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Fax (530) 538-2140 N September 23, 1998 Stan Nielsen Nielsen Building Co. P.O. Box 2034 Oroville, CA 95965 satto'count LAND OF NATURAL WEALTH AND BEAUTY Re: Building permit requirements for F.E.M.A. Flood Elevation Certificates. Dear Mr. Nielsen, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Butte County Ordinance 3270 was passed and adopted by the Board of Supervisors in June of 1996, with an effective date of July 25, 1996. This ordinance requires the submission of a Federal Emergency Management Agency (F.EM.A.) flood elevation certificate, prior to the issuance of any building permit for property located in a flood zone. Given that a building permit cannot be issued until an elevation certificate is received, a certificate based on construction drawings is required prior to construction, followed by a certificate based on actual construction after construction is complete. We have also recently been audited by F.E.M.A., and they are very clear that a certificate is required prior to construction or permit issuance, and again prior to final, of every building located in a flood zone. . Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira of this office at the address or phone number listed above. Sincerely, Scott Rutherford Chief Building Inspector 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... DeLaney Residence Date........ 07/25/98 Project Address........ 7749 Occidental Avenue Palermo, California *v4.50* Documentation Author... Donna Wallace ******* Bui-ding Petm°i" Wallace Energy Consulting 4 1,r7 399 East 9th Avenue P Iah Check-/ Da e Chico, CA 95926 916-893-4982 Field Check/ Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence GENERAL INFORMATION Conditioned Floor Area..... 1992 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.6 % of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F Component Frame Type Type Wall Wood BUILDING SHELL INSULATION Cavity Sheathing Insul Assembly R -value R -value R -value U -value Location/Comments R-17.8 R-0 R-17.8 0.065 Typical, Dining Garage Door n/a R-0 R-n/a R-0 0.330 Garage Roof Wood R-11 R-27 R-38 0.025 Flat Clg. Roof Wood R-38.75 R-0 R-38.75 0.029 Vaulted Clg. Floor Wood R-19 R-0 R-19 0.037 Typical FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (W) 42.0 0.530 2 Drapes.Std None Yes Vinyl Door Front (W) 20.0 0.770 2 Drapes.Std None Yes Glz<50% Window Front (W) 32.0 0.530 2' Drapes.Std None None Vinyl Window Front (NW) 8.0 0.530 2 Drapes.Std None Yes Vinyl Window Left (NE) 8.0 0.530 2 Drapes.Std None Yes Vinyl Window Left (N) 28.0 0.530 2 Drapes.Std None Yes Vinyl Window Left (N) 24.0 0.530 2 Drapes.Std None None Vinyl Door Back (E) 40.0 0.530 2 Drapes.Std None Yes Vinyl Door Back (E) 40.0 0.530 2 Drapes.Std None None liFnyl Window Right (S) 25.0 0.530 2 Drapes.Std NoneY s Vinyl Window Right (S) 24.0 0.530 2 Drapes.Std None ne inyl ®o4 DT� lwxv 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... DeLaney Residence Date........ 07/25/98 MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence Minimum Equipment Type Efficiency HVAC SYSTEMS Duct Duct Thermostat Location R -value Type Furnace 0.900 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 EF 50 R-0 SPECIAL FEATURES/REMARKS Vinyl -framed fenestration shall be Insulate brand with a maximum U -value of 0.53. Reference: NFRC Certified Products Directory, Sixth Edition CEC default U -value was used for the front door. The water heater shall be an A.O. Smith FGR -50. This unit has been certified to the CEC. Reference: Micropas Equipment Finder version 2.7 1 Clarifications to working drawings: 1) On the front side, the Dining Room window and the Master Bath window shall be 3050's. 2) On the front side, the sidelight windows in the Entry shall be 1060's. 3) On the left side, the large window in the Dining Room shall be a 4040. 4) On the richt side, the two 2650 windows in the Master Bedroom shall be vertical sliders. . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... DeLaney Residence Date........ 07/25/98 MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built'in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Stan Nielsen Name.... Donna Wallace Company. Company. Wallace Energy Consulting Address. P.O. Box 2034 Address. 399 East 9th Avenue Oroville, CA 95965 Chico, CA 95926 Phone... (530) 534-1319 Phone... 916-893-4982 License. Signed.. Signed.. J "r4Att� -7 1Z51�B ('date) d ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-19 framed walls (does not apply to exterior mass walls). R-19 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. N/A 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products have label with certified U -value and By Contractor infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor Water heater - See CF -1R Page 2. Attached 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. By Contractor 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55 degrees Fahrenheit insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. By Contractor 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: N/A a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and circulation pump time switch. By Contractor 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Nonelectrical cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. By Contractor Residential Compliance Form March 1, 1996 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... DeLaney Residence Date........ 07/25/98 Pro'ect Address 7749 0 'd 1 A c ******* ........ ci en t a venue Palermo, California *v4.50* Documentation Author... Donna Wallace ******* Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check DaTe Chico, CA 95926 916-893-4982 Field Check/ Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.32 .11.00 3.32 Space Cooling........... 11.85 11.51 0.34 Water Heating.......... 11.88 11.42 0.46 Total 38.05 33.93 4.12 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type........ Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 1992 sf Single Family New Front Facing 1 2 FullYear Raised Floor 1 Detached 270 deg (W) 19104 cf 1288 sf 1288 sf 0 sf 14.6 % of floor area 0.55 Btu/hr-sf-F 9.6 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... DeLaney Residence Date........ 07/25/98 MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1992 19104 1.00 Yes Setback 9.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 487 0.065 17.8 270 90 Yes W.19.2X6..16 Typical 2 Wall 17 0.065 17.8 315 90 Yes W.19.2X6.16 Dining 3 Wall 17 0.065 17.8 45 90 Yes W.19.2X6.16 Dining 4 Wall 361 0.065 17.8 0 90 Yes W.19.2X6.16 5 Wall 77 0.065 17.8 0 90 No W.19.2X6.16 Garage 6 Door 18 0.330 0 0 90 No None Garage 7 Wall 456 0.065 17.8 90 90 Yes W.19.2X6.16 8 Wall 495. 0.065 17.8 180 90 Yes W.19.2X6.16 9 Roof 911 0.025 38 n/a 0 Yes R.38.2X4.24 Flat Clg. 10 Roof 213 0.029 38.75 270 40 Yes R.38.2X12.16 Vaulted Clg. 11 Roof 277 0.029 38.75 90 40 Yes R.38.2X12.16 Vaulted Clg. 12 Floor 1288 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 15.0 2 Vinyl Slider 0.530 270 90 0.88 0.78 Drapes.Std 2 Window 6.0 2 Vinyl Fixed 0.530 270 90 0.88 0.78 Drapes.Std 3 Door 20.0 2 Glz<50% Hinged 0.770 270 90 0.88 0.78 Drapes.Std 4 Window 6.0 2 Vinyl Fixed 0.530 270 90 0.88 0.78 Drapes.Std 5 Window 15.0 2 Vinyl Slider 0.530 270 90 0.88 0.78 Drapes.Std 6 Window 16.0 2 Vinyl Slider 0.530 270 90 0.88 0.78 Drapes.Std 7 Window 16.0 2 Vinyl Slider 0.530 270 90 0.88 0.78 Drapes.Std 8 Window 8.0 2 Vinyl Slider 0.530 315 '90 0.88 0.78 Drapes.Std 9 Window 8.0 2 Vinyl Slider 0.530 45 90 0.88 0.78 Drapes.Std 10 Window 16.0 2 Vinyl Slider 0.530 0 90 0.88 0.78 Drapes.Std 11 Window 12.0 2 Vinyl Slider 0.530 0 90 0.88 0.78 Drapes.Std 12 Window 12.0 2 Vinyl Slider 0.530 0 90 0.88 0.78 Drapes.Std 13 Window 12.0 2 Vinyl Slider 0.530 0 90 0.88 0.78 Drapes.Std 14 Door 40.0 2 Vinyl Slider 0.530 90 90 0.88 0.78 Drapes.Std 15 Door 40.0 2 Vinyl Slider 0.530 90 90 0.88 0.78 Drapes.Std 16 Window 12.5 2 Vinyl Slider 0.530 180 90 0.88 0.78 Drapes.Std 17 Window 12.5 2 Vinyl Slider 0.530 180 90 0.88 0.78 Drapes.Std 18 Window 12.0 2 Vinyl Slider 0.530 180 90 0.88 0.,78 Drapes.Std 19 Window 12.0 2 Vinyl Slider 0.530 180 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... DeLaney Residence Date........ 07/25/98 MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence Surface HOUSE 1 Window 2 Window 3 Door 4 Window 5 Window 8 Window 9 Window 10 Window 11 Window 14 Door 16 Window 17 Window OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15.0 5.0 n/a 6.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 6.0 n/a 6.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.3 n/a 6.3 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 6.0 n/a 6.3 2.0' n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5.0 n/a 6.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 4.0 n/a 4.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 4.0 n/a 4.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 n/a 4.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3.0 n/a 6.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.7 n/a 1.3 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 12.5 5.0 2.5 1.3 2.0 30.6 1.0 n/a n/a n/a n/a n/a n/a 12.5 5.0 n/a 1.3 2.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit 0.900 AFUE Attic 10.00 SEER Attic WATER HEATING SYSTEMS Number in Tank Type Heater Type Distribution Type System 1 Storage Gas Standard 1 SPECIAL FEATURES/REMARKS Duct Duct R -value Efficiency R-4.2 0.880 R-4.2 0.870 Tank External Energy Size Insulation Factor (gal) R -value 0.60 50 R-0 Vinyl -framed fenestration shall be Insulate brand with a maximum U -value of 0.53. Reference: NFRC Certified Products Directory, Sixth Edition CEC default U -value was used for the front door. The water heater shall be an A.O. Smith FGR -50. This unit has been certified to the CEC. Reference: Micropas Equipment Finder version 2.7 Clarifications to working drawings: 1) On the front side, the Dining Room window and the Master Bath window shall be 3050's. 2) On the front side, the sidelight windows in the Entry shall be 1060's. 3) On the left side, the large window in the Dining Room shall COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... DeLaney Residence Date........ 07/25/98 MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence SPECIAL FEATURES/REMARKS be a 4040. 4) On the right side, the two 2650 windows in the Master Bedroom shall be vertical sliders. HVAC SIZING Page 1 HVAC Project Title.......... DeLaney Residence Date........ 07/25/98 ******* Project Address........ 7749 Occidental Avenue Palermo, California *v4.50* Documentation Author... Donna Wallace ******* Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check Da e Chico, CA 95926 916-893-4982 Field Check/ Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DELANEY Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User -Wallace Energy Consulting Run-DeLaney Residence GENERAL INFORMATION Floor Area ................. 1992 sf Volume.. .. ............ 19104 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ... ...... ........ 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range..... .. ..... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 28426 26997 Latent Load ...................... n/a 5399 Minimum Total Load 28426 32396 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 8615 4785 Glazing Conduction ............... 6361 4135 Glazing Solar ..................,.. n/a 9061 Infiltration ..................... 10866 4461 Internal Gain .................... n/a 2100 Ducts ............................ 2584 2454 Sensible Load .................... 28426 26997 Latent Load ...................... n/a 5399 Minimum Total Load 28426 32396 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. July 8, 1998 Department C o u n t y of Public Works o f B u t t e chael Crump, Director LAND DEVELOPMENT DIVISION 7 County Center Drive r C. Phillips, Assistant Director Oroville, CA 95965 (530) 538-7266 (FAX) 538-2140 Bill Delany 7749 Occidental Avenue Palermo, CA 95968 Re: Certificate of Merger, AP 026-242-012 & 035 Dear Mr. Delany: Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on June 24,1998, under Serial Number 1998- 0026167, in the office.of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell 61"IM, anager, L- SE/kp d Development Division Enclos/Building re cc: Division Environmental Health Dept. Ron Graves & Associates AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 I 998-0026 1 67 Recorded Official Records County Of Butte CANDACE J. 6RilBBS Recorder 12:17PM 24 -Jun -1998 QERTIFIC�►TE OF MERCER LANDS BEING MER9ED: RECORDEWSMEMO: - UE TO AP NUMBER(S), 026-242-12, r r.12, 35 nUp(o ooR MORDD AI DOCUMEha SUBDIVISION/PARCEL MAP: Palermo Sub. PAGE & 2, Wall M�.6CK 99 LOT(S) 4 BOOK REC FEE 13.88 Maureen Page 1 of 3 As of the 24th day of Jane , 191a, those lands rioted above are merged to create one parcel(# of land as described in Exhibits A attached hereto. --4ff--�Ca MIKE CRUMP Director of Public Works MNE 24 -1998 DATE OWNERS' CONSENT TO MERGER Bill Delany and Raquel Delany as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A attached hereto. ALL. SIGNATURES MUST BE NOTARIZED: SIGNATU h E DATE "ea-,�j 'La- SIGNWFURE lU 153i1 ,51971 ,- ,z_ Soc> DATE } STATE OF CALI ORNI )ss.' COUNTY OF } On �js� 11-4 personally appeared (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me that he,she.'they executed the same in his; her/their authorized capacity(ies), and that by his; herjtheir signatures) on the instrument the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. Sicna!ure DENISE TERRIAH COmmisdon # 1073963 Mfr CPS 1 Buttes County, Callfomla MY Commislon Ezp. SEPT. 30,15 Title of Document DG.e of Documei-,t No. of Pages OJ -,--r signatures no< <ckn0\•,1Iedoed EXHIBIT "A" Legal Description Bill and Raquel Delany APN 026-242-012, 035 A portion of Lot 4, Block 99, as shown on the map entitled "Map of Palermo and Subdivisions 1 and 2, with addition to No. 1 of Palermo Citrus Tract", recorded September 17, 1888 in the Butte County, California Recorders office, described as'' follows; Commencing at the Northwest corner of said Lot 4, said point being in the centerline of Occidental Avenue; thence North 880 59' 16" East along the North line of said Lot 4, 166.88 feet to the True Point of Beginning for the herein described parcel of land; thence leaving said North line, South 000 02' 46" West, 38.40 feet; thence South 280 53' 41" West, 102.92 feet; thence South 28° 53' 41" West, 102.92 feet; thence South 880 59' 42" West, 12.11 feet; thence North, 9.00 feet; thence South 880 59' 42" West, 105.00 feet to a point on the West line of said Lot 4, said point being in said centerline of Occidental Avenue; thence South, along said West line and said centerline, 109.00 feet; thence leaving said West line, North 880 59' 42" East, 186.85 feet; thence North 000 04'22" East, 227.65 feet to a point on said North line of lot 4; thence South 880 59' 16" West along said North line, 20.26 feet to the point of beginning and the end of this description. Containing 0.5609 acres more or less. The Basis of Bearings for this description `is the same as. shown on the Record of Survey filed in Book 90 of Maps at Page 9, Butte County, California Recorders office. Job no. 98-063 ANO S1,M"m RONALD L GRAVES * PLS 4085 EXP. 6/30/00 �' OF C A►.��pQ� J 4�aea� IeIuawuOIIAU A4un©' 94.4ng GgAMMV KI W APPROVED Butte County n w� Environmental. Health, . c� ' -� C Date D : I M. Signature 1219 � IzGnM BP2 4' I Ntall (ttFyt : 6M,nw >L 4oiongl.' 4v► I p � qCD\' ' - �4yc �oDIC-tz; laF t^ r u10 VFW.OWK R - d). 43 -01-0 10(:( v PSP - WG -30 Gf4 15P2 4 lei IU -O 3 i a,i li Z w JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS '7 ' County Center Drive - Oroville, California .95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. n ASSESSOR PARCEL NUMBER 26-24 2 ZONING BUILDING PERMIT OWNER BILL QjkAQ Y DELANY TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS - 958 180 STS OROVILLE, CA. 95965 CONTRACTOR'S NAME TOMI,q MOBILE & MOTOR TELEPHONE CONTRACTOR'S MAILING ADDRESS 6366 L I'NCOLN OROV ILLE CA. 95965 Fireplace CONSTRUCTION LENDER N/A UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS N/A Permit Fee $ ARCHITECT OR ENGINEER N/A LICENSE NO. Plan Checking Fee / $ /5 .00 Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS N/A Permit fee $ BUILDING ADDRESS OW -1 D PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets. USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeQ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstallationgX Other ❑ Describe work: INSTALL MOBILE HOME' rtye- vwL- Pow Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.y) OR ADONS. ACC. BLDGS. 2� sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 5%r�%?] Classification- C6J ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON.RESID R BRANCH CIRCUITS) Ts 2.50 ea NEw NON -CONSTR. RESID. ( SINGLE OUTLET CIRPOWER APPARATUS S) . Ex. Occup 500250 OUTLETS OR FIXTURES ITLEXII APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 ~ Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with.such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep har is the County of Butte against all liabilities, judgments, costs, and expen s hich may in any way accrue against said C u y in conse nce of the gr n 'ng of this permit, z X Date 'I� F�� rr ❑ Contractor Agent SignarU e A nt - Owner ® ❑ An 0 HA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ pd TOTAL PERMIT FEE $ '70 OCCUP. GROUP TYPE OF CONST. PARCEL PD No Iss This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF P LIC By PE XPtRES Date the applicable provi- resolutions to do fees have been aid. P WORKS Date ^- 6 ^ 71/ Jt'ITE-D.P.W.. — FR.eceipt No. SO3� YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number yS�-Z--for the following location: Owner`j� Owner's Address- Mobilehome Mfg. f/`F { Model/—"/ , 15� Year 571 C Insignia No. —'-4 T 2 ? Serial No. --7— It It is hereby certified foi occupancy at the above described location and maybe occupied. ,---7 _ Director,o"f Public Works 1 f r �- J Date ,. rc ' ''�- s� By ,, . i - THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS -- t 196 Memorial Way, Chico — Phone: 891-2751 4 a 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 :Ql�zvlr� CORRECTION NOTICE -31-S 17- BUILDING = BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector .`�/./r--(/""�`'��'�-r' Date PERMIT NO.-5iz?'' PERMIT EXPIRES OWNER BILL DELANY CONTR. R & R Pump & Motor, Oro ASSESSOR PARCEL 26-242-12 LOCATION 7449 Occidental Avenue, Palermo i — l t — I t l . { r, i f G• 7 } Temp. Power Pole_ Called PG&E Temp. Elec. Service _ e2 gn Called PG&F #V (to Temp. Ga S rv� ice Cal led PG&E JOB FINALED (Date) Signature J = OK 0 = Not OK = Not Applicable MO B I LEHOM ES * = Not Ready MISCELLANEOUS C'. Date MOBI EHOME UTILITIES (P ns) OK except N's Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements o' s; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors e "r; Locati-on-Test-Fall-C/0-Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails - at r; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ lectricity; Locatio -Clearances-Grnd.- Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; L orrT -Wrap:/ /"L"ft,/ "Nat. or/,:A57" L"ft.a"LPG &.o'19-tility Clearance 6. Carports; Windows -Doors 7. Elec. rd -BI Date/, _' and -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Pl m'j-bK except k's kf:Vng Requirements -Setbacks -Easements Card -BI Date _ Date Card -BI Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability as; MH Test -Demand -Valve -Connector 3, Pool Structure; Steel -Connections -Thickness -Dead Men -Lining ctricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI Drain; MH Test -Fall -Flex Connector 5, Elec.; Pool Lighting; 15 volts-GFI 6/Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed — 7ater and Sewer Connected -C/0 Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater__ -to as nd Electricity Tagged - 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9 xits; Insp.-Sketch 10 Cert. of Occupancy 9. Health Department Approval 10, Plumb; Cir. Test -Water Supply Test Card -BI Date Card -BI Date C B -I a Card -BI Date _ Card B -I Date Card -BI Date Card -BI Date Card -BI Date 23 3323 eA �y x�� V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (.ingle and Duplex) r„ = Not R - 1. Date UNDERFLOOR (Plans) OK except N's Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings . 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits . 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /•' Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls; Garage; Steel-Blockouts=Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/0 -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. - s.13..Girders-Sills-Anchor _ 13. Girders-Sills-AnchorBolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except N's 14. Water Ht.; Vent -Access -Combustion Air 57. Smoke Detector 58. 59. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection Bedroom Exiting _ 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection t 17. 18. Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 61. 62. Elec. Trim & Subpanel; Breaker Sizes -Labels Stairs & Rails 19. • Gas Pipe; Size & Anchors 63. Fireplace or Stove; Clearances -Hearth -" 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 20. Fixture &Transformer Clearance -Ins. Protection - 21. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G. F.I.)-Romex Protec. -- 23. Romex Installed Close to Edge of Studs & C.J. 72. Insulation -Foam -Looked in Attic ❑Yes 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen & Conductor Size' 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga..Cu or At -_ 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes 01 No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76. 77. Stucco; Brown -Finish A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 29. Equip. Clearances; Panels-Motors-Mech. Equip. 30. Clothes Closet Light -Shower Light 78. 79. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Water Well; Disconnect, Electrical, Plumbing _ 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B-1 _ Date Card -BI _ Date -_ 81. Ventilation throughout House Card B -I Date Card -BI Date 82• 83. Glass Protection _ Corrections from Previous Inspections Date MECHANICAL (Permit) OK except N's 31. A.C. Ducts. Insulation & Support 84. 85. Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 32.' 33. Vent Fan; above Insulation _ _Condensate Drain _& Overilow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace-Vent;_Access-Comb._Air-Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI DateCard-BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date____ _ Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors _ _ 37. 38. 39. 40. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing__; Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub _ _ 41. 42. 43. 44. Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors RfY ____ Cing. Joist -Mir. Ties -I5 rlin_-Roof BraC.-Truss-Shthnq.-Rfng Fireplace Ties or Type A Flue -Fireplace Throat _ 45 Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles _ 46. B_drm._Windo_ws o_r_Exiling Doors -Sill Hgt. & Dimensions_____ 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) MOB ILEHOME SUPPORT DATA �~If other than single wide," Mobilehome Mfr.AM P I O N H O M E BUILDER s furnish Setup Model No. 813 Year 1 982 Width 14 (ft.) Box Length 66 (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All'center supports measured from front of ` mobilehome unless otherwise specified. Footings (check one) Single 1. Wood either A A pressure treated or details. foundation grade. (ft.\(i:) x (in.) (in.) 2. Other:(spec ify) Center srt Center sup rt locati footing s' es -- Typical Support Supporta (check one) (in.) (in.) (in.) 1. Concrete block. 1 r. (ft.) .2. Other. '( specify) ti (in. (in.)oil Ilk E -Tagalong or Expando,' show support details. (in.) (in.) -- Typical Support (in.) (in.) Footing Size 1 (ft.) x (i .) (in.) ti --,Max'. •Pier Spacing Max. Overhang { (f ,) (in.) (in.) in.) . (ft.)(in.) BU TP- COUNTY BUILDING DEPARTME�. *If APPRO /Z center piers are other than drawn above', draw_im-locations, spacing, and dimensions. _ , __ BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: ® 6LL 0&LA,NE9 2.' Installer's name: TOM' S MOB ILE & MOTOR 3. Is the site currently under permit? Yes (If yes, furnish permit number ) OR Is the site an existing site? Yes /X / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes // No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- 100 Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? ------------- /00 Amps 8. Is there any other electric load'to be served by the mobilehome r site service? ----------------------------- Yes X_ No %/ (If yes, identify the load and size: (Load) 20 (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 3{�rr (in.) 10. What is the type of gas service? ----------------------------- Natural /77 LPG 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas. -demand? ----------------------------=- (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) F r 6 i COUNTY OF BUTTE - DEPAR'TMEN'T OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION -AND PERMIT PERMIT NO. ASSESSOR PARCEL N MBER c2—,7� ZONI 'G BUILDING PERMIT O WNE,t1,-L�� TELEPHONE SQ. FT. DCCT. BUILDING VALUAT M AILIy_G /�pDR OV/jJ Qf �� O�UIL�C✓ "��r C/ii�� T A TOR3 ., w/ ME /"pp VI—ve f�• ✓� V C RACTOR'S MAILING A Dil 60 So.�1!/q-- Fireplace . COr TRUCTION LENDER UNKNOWN Total Valuation Is -Filing Fee _ $ 10,00 LENDER'S MAILING ADDRESS _ Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. y Plan Checking $ Penalty $ ARCHITECT OR ENGINEER'S M ILING ADDRESS _ Permit fee $ BUILRE3 PLUMBING PERMIT Filing Fee 10.00 L /�„ /C Each Trap 2.00 Solar Water Heater 20.00 _��(/ 19-J, O Water piping - 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex Mobilehome"�Other SPECIFY Building sewer 5.00 Mobile Home 10.00e (.Ill TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities Installation ❑ Other ❑ Describe work: — Permit Fee $ L va Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 Q,t7Vn Main service EA. ADD'L 100 AMP 2.50 L��V NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS,. I Zh¢sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ` �p License No. ,�' �B©` 7� Classification � ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT' -OUTLET 2,50 ea NON-RESID, BRANCH CIRC ITS &\ NEW CONSTR. POWER APPARATUS . / NON-RESID. (POWER OUTLET CIR 2D0s0e Ex. Occup(OUTLETS OR FIXTURES SALO 30C FIXED APPLNS, OR Ex. OCCUp. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 00 Misc. Wiring 15.00 G ", Permit Fee $ jy,5�d Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. [I I shall not employ any person in any manner so as to become subject Y� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code; you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against lies, judgments, costs, a expenses which may in any way accrue all �nstLid*County agaiin c sequenc of the granting of this permi . D e fr ya Signature of Applicant — Owner ❑ Contractor gent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 9 ,5U OCCUP. GROUP I TYPE OF CONST. I IPARCEA PDJ HD -SS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT OF PUBLIC BY— P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS I Date/ -Z— Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Return `to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ,82"'34502 FOR RESIDENTIAL DEVELOPMENT OF ICIA1. SE;. ;()«h Section 26-8.1 of the Butte County Code requires this acknowled;�0 y IC `C be recorded prior to issuance of a building permit. The property described herein is adjacent to land or incl within an area zoned for agricultural purposes, and residentskefANOR 6UJK±fi .�. this property may be subject to inconveniences or discomfort $ttRl,A8ECQRUEt from the use of agricultural chemicals, including, but not limited to herbic , pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate dust, smoke, noise, and odor. Butte County has established. agricul- tural.zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: FI �r,e ,...::!,rast half of the ::orthwest 1 acre of L-31. 4. Block 99 of ,uboiviion fio: of fhe Faleroo Citrus Tract, the satd acre, more or less* comencing at the Southwest end of running Northerly along, Slough to property line. Date: 1 IOOC JLeiZ ( ISL PROPERTY OWNERS: / � r Southeast Slough " State ofOn this the day of kl»� LeQ_ 19 ?Z, SS. before me, the undersigned Notary Public, personally County of �, (! � ) appeared C/ (J -C- l� -' OFFICIAL- SEAL; JOHN A. STANTON -s+ NOTARY PUBLIC - CALIFORNIA = that executed the same for the purposes ' COUNTY OF BUTTE My Commission Expires January 20, 1984 IN WITNESS WHEREOF <i111111111111N111111111111111111111111111111111111111111� Present A.P. N0. 2� —02.41 " ' �� known to me to be the person(s) whose name(s) -E subscribed to the within instrument and acknowledged therein cont fined. , I hereunto set my hand and official seal. if'yL . S' ) Notary Public WD Of DOCUMENT OP 0 0 IV >w. M. 17 T CA 0 191 91 46) ,o •J rc • ` ;;,y.t;:dliaf!!Y;sto:�Y:;T.•f+tSiT+�:o•;;lyf8ptclrs.,ys�- y:,,k - .. _ - ' E 6srci5aaz;es;t��c•.;::. ��: �i::ti.t.tRfiiitrfllfi!!Sl117: . L. _ T`. IJi i\SJ.��Ini' �U U��.J .r. ... •`i -� ,' r. � - �^' •�'�-�w�' �... ,`~` _ .. ' . A setback of 5 ft. -from the property lines and a setback of 50ft. from the road centerline shall be clear of structures or equipment except for a 2 ft. eave overhang. NOTE:—All Ma4erials & Workmanship Shall Eie in 1 Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Machanical Codes and I'�d} tke National Electrical Code. Utility connections shall be within 4 ft, of the mobilehome, either dinictly behind or within the re half of the roadside (left) of th M abilehome. , 14 This set of plans and specifications MUST iie imes it is Unlawful to jkept on tho jo+o at all d on same w thout Imake any changes or alterations i written permission from the Department of Pub A Works, County of Butte. install t oermit n will be heemuo ed f r the bilehAm. f �,�7 -A P PRO Y/, E D I 11 PRE -INSPECTION OWNER:�84-!fU �h1 ��(y �r DATE LOCATION: -77SQ Occif 0 A.P. #2 6 ^ Z42, -3 0� CONTRACTOR: ZONING ow ne - 'r I PRE -INSPECTION FOR: Ve-y,(- �v po;f- hoc)lced uD F DATE TO INSPECTOR PERMIT HISTORY: NONE AS FOLLOWS: C�J(�I� rh i �" OV7 + i I e - TYPE OF OCCUPANCY -1�- -------------------------------------------------------------------------------- -- 3 3" FIELD - INFORMATION BUILDING USAGE: I t TENNANT:, i i OCCUPIED D HAS ELECTRIC HSS GAS Q HAS SANITATION FACILITIES 0 HEATED -COOLED PERSON CONTACTEI') OTHER COMMENTS: p U I L.D IAJ ? D r ()AJ kt)T f . / ,gyp Ll - l 4oii%f --to y ACTION RECOMMENDED: ISSUE HOLD FOR OTHER: 4 A �v B DATE Y - f