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033-010-051
tp 033-010-051 ALT, AL 04-0423 780 LONG BAR RD, OROVILL NEW SINGLE FAMILY /� S X ?L't. n NOTES G� RESIDENTIAL } .a 04-0423 ' ` s .4 PERMIT NO,,,... _ y 033-�10 �•ALtjrr ONG BARII.Y Z b , ,.. .. SIN SPECIAL CONDITIONS f i CHECKED / BY P1 SRA - FLOOD CERTIFICATE REQ` FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION -ITEMS r r� VERIFY t USE PERMIT CONDITIONS ' `SUB -STANDARD HOUSING LETTER OFFICE COPY Address ELECTRIC Meter By Dateto- / ` JOB FINAL•ED (D e Signature i � k N_ !I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP040423 LICENSED CONTRACTORS DECLARATION 1 hereby 'affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/14/2004 APN: 033-010-051-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 780 LONG BAR RD ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (1704) GAR (440) COV (72.5) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ALT, ALBERT GARY to its issuance, also requires the applicant for such permit to file a 8g5 COLUSA HWY signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section GRIDLEY, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95948 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ALT, ALBERT GARY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:• and who contracts for such projects with a contractor(s) licensed \ pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article iii a Business and Professions Code 1 /l 5L14 Date: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect': is issued. ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: carrier. Total Square Ft: 1704 S.F. Policy#: Valuation: $110,760.00 Tk4 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. L` [Date: \til II � /.1347 0 ?-, Applicant: ma ,C([ , /0(49 D c--• / WARNING: Failure to secure workers' compensation coverage is 3(0(, unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued unoer the applicable provisions of the Butte County CodA anrt/er -i hereby affirm iliac There is a construction lending agency for the - Resol n id do wo dicgalove f 'r whichfeeshave beenpaid performance of the work for which this permit is issued (Sec 3097 Civ.)T B �Az/�� Name: Date: W Address: PMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pu oses. �v' int Name: t Cti Signature: 4t Dater Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor J=OK 0 = Not OK . = NotReadya01e DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance R Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing= Marriage Line 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) �. Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements ' Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Nat Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UN FLOOR (Plans) OK except #'s . Zoning -Setbacks -Easements -Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/ " Ftg. Depth Card B-1 Date tg., Garage; Soils-Steel-Elec. Grnd.-/ ' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel i9o.'-D.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test jy!UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test LI. -Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground L3r-lTe`n s & Ducts; earance aterial-Support-Ins 3 oirder44ffs- cho s- fists-Vents-Cri ies 15. cce Ventilation 16. TnOufation Date 6G Card B-1 Date Card B-1 Dat Card B 1 Date Card B 1 Dat PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle lyater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors ire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection jp&!Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size,GFI 30. Subfeed Wire Size/ /aa. Cu or AI-A.C. Wire Size/ Fes. /=Ca or Al Ji. Hange GIrcie/ /ga uu or AI-uven GIrc. L /VC.'Lj of4il Insulated Neutral ❑ Yes O No l� / Service -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. aA 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 erlec. Trim, G.F.I. Receptacle -Underground lywood on Roof Overhang -Attic Vents -Rafter Outriggers A.C. Ducts Insulation & Support iding-Nailing Veneer 5 Vent Fan, Exhaust above insulation Cor ection from Previous Inspections as Te eters Tagged, Gas -Electric lazing Area -GI s Protection -Skylights -Plastic ondensate Drain & Overflow, Size & Grade Shear Wall • o s =Z 61. 62. urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 63. Attic Access & Platform if Furnace in Attic Date ,jp Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing §44. Draft Stop in Walls (rat proof) 6i Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shtinq.-Rtnq. ire lace Ties or Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles /,5;1iBdrm. Windows or Exiting Doors -Sill Ht. & Dimensions X152. Garage Fire Protection Framing59' ChantTei'-_> j§3-'P-roperty Line Firewall & Openings L54-'rRt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ter Well, Disconnect, Electrical, Plumbing St �.% Width -Headroom -Rise -Run -Landing -Fire Protection erlec. Trim, G.F.I. Receptacle -Underground lywood on Roof Overhang -Attic Vents -Rafter Outriggers ntilation Throughout House iding-Nailing Veneer 5 ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Cor ection from Previous Inspections as Te eters Tagged, Gas -Electric lazing Area -GI s Protection -Skylights -Plastic 60. Shear Wall • o s =Z 61. 62. Brace Interio ten a ane P27 Insulatio a - eilings ` ;- 63. Infiltration -'Valls -Windows Date ,jp Card B-1 f7#— Date Card B-1 Date ' Card B-1 Date Card B-1 Date FINAL (Pla )-OK except #'s Steps -Door & Sidelight Protection -Landings 5 oke Detector 6 . Furnace Vents -clearance -Comb, Air -Connector - In Care; Above Floor-Ducts-Mech. Protection 68. G. Bath Fixtures & Tub Access -Spa % c. Trim & Subpanel, Breaker Sizes & Labels airs & Rails 71. Fi ce or Stove, Clearance -Hearth 12. ElpeOutVts at Wood Panel, Int. & Ext. Clearance at Kit. Counter %ZWarage Fire Door; Swing -Landing -Closure _Duct in Garaqe-Damper in_ 'iarage; Above Floor-Mech. Protection 787- Plb.; Fjec. & Mech. Equip. Listed for Location 79. S;.Receptacles in Garage (F.F.I.)-Romex Protection 80. nsulation-Foam-Looked in Attic 8 and Rails & Deck Construction -Post Caps ✓ g. FdF: VBents & Crawl Hole Door Drainage & Wood -Earth Clloarancd Looked under Floor O Yes 63�Follo instld./Drive 0 Yes O No/Walks O Yes ❑ No/Planters ❑ Yes O No AjjC5!V6co CagA.C. Brown -Finish Vnit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. ter Well, Disconnect, Electrical, Plumbing 88 erlec. Trim, G.F.I. Receptacle -Underground ntilation Throughout House 90. Glass Protection 91. 17 rp 9 Cor ection from Previous Inspections as Te eters Tagged, Gas -Electric 93. Water & ewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Qa Card B-1 to Card B-1 Date G rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • t SITE PLAN REVIEW APPLICATION Date /gA0 /03 pp# Permit Number (if applicable) L/UV, l7iCq��i� o''i — y 2?j (is1 N - APPLICANT INFORMATION Owners Name: Owners Address: Parcel Size: S 4?T Rlc - 19yc Telephone No.: P? 1? -17 7 -/ Situs Address: Z'0'4� c i�,eZ/2 /Goz Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATIONPLAIVNINGBLDG DIVISION (For Staff Use ❑ Approved Conditionally Approved' ❑ Resolve Problems Prior to Approval SAE�-r fAALjZ 5 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: O-? 9 a L - Index Date: 6 -' 0 — 9 F) ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: A CZ — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways i e Prevention S division Map Front Side ) C) Side Street Rear 1 D Height Waterway N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula F-1 • Fire . ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area – Road, ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑' Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) " Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By Deeds: Date of Creation: 1 Legal Access Provided: ❑ No Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ® Yes, Road Name: LSJ-�J C� 3:A Q_ (P` Complies with County Standards for Deed Creation: F] No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: —El Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements •--------------------------------------------------------------------------------- Page 3 of 5 L Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: is Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P* must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division.?' ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 II 0 • ❑ • C W Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C UArrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 L_ c� I� Plarrr�5 4:43 13 gjot4 BUTTE COUNTY D PARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INS4PECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 0 PERMIT NO. PPWAP-3 B. C. Building Permit 01-23-04 pg 2 7777— 033-010-051 00(z) ZONING: FDATE: CROSS STRETRACT/LOT#:ADDRESS: 7130 l-oA)( BA -P- rj -ZA CITY. ZIP: P—ov CA 9 59 e, 5 OWNER NAME: n PHONE: a�Q -)v �� f'� lrl 5 3J30 7, 1 �S C) '-G_ STREET ADDRESS: ��� /+-W FAX 530 101-7 CITY, ZIP: c�' / �/ Ci LI bL. C', 4 � s / { p E-MAIL: APPLICANT NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME- IL U L4 &€oS ILZ� PHONE: 3q> - y e3 o STREET ADDRESS: 1 `n L ^ ^ j),9 (C n Yw FAX. ' O CITY, ZIP: ^ ' CAl ^- NUMBER: ^� LICENSE7 0 E-MAIL; DESCRIPTION OR SCOPE OF WORK: ! '- 6te IL ' gjt L AJ( -70 C S 'e- ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) F=,L- &-Pb , x D? "'�) 5 e-- S rz EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: Application Received by: 014-11 Date: X1910 / Receipt number: 3g4i Amount Received: :j47 0 --Z B. C. Building Permit 01-23-04 pg 2 E. "SE CAild Plot Plan AttncM Raw Plan Atta Chad r ,o TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locations AP# Plan Approved for: Sewage Disposa Water S ly: Nblic Private Wel Clearance for dwelling. Other 4A� 1-111, '94 4 ) kN / j A -\A Hold final for: Final clearance O.K. for: NOTE: Enviro`nriental 8/96 Ith Specialist Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION t, JC 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 11 ASSESSOR PARCEL NUMBER U. U r U, H Proposed Building Use: A 0 Counter Technician: 9W62 Date: O Ite s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. / ! J e4'1!�+C `� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. r>W" 4. Engineered truss details and layouts in duplicate. No faxes! tit N" 5. Letter from Engineer or Architect for truss design review. t ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in d.6plicate. f. 1'9, Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate (C)/ 6I@vationslirLtripl'ca e. D) Floor plans in triplicate. All of these �riust be stamped and wet -signed by the engineer. C� r�C 7V 10:' Flood Elevation Certificate, wet -stamped and signed, in duplicates ❑ 11. Site plan and business license approval from the City of Biggs ❑_ 12. Letter of intent for non-residential buildings ( ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous'Material Form �. 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other �.• . Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers.., ..........................................................:.............................. ❑ 18. 'Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... 20. Erosion Control Plan Required........................................................................ ........� <. 21. Fees'as"shown on the attached Schedule of Fees Due Sheet .............................. S 22. City of Chico Plumbing permit....................................................................... 23. California Department of Forestry plan approval Laid. Sent bj$�-(......... 24. Planning approval (A) Use:P 1<(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _Improvements, _Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... &l... � Z30 Worker's CGompensaLon Carrier and -Policy -Number_ .......................................... �] 3 . Owner -Builder Venficafion (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:............................. 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 34. Manufactured home utility clearance............................................................... -" ❑ 35. Existing violations and/or expired permits......................................................... io 36. Deed Restriction......................................................................................... 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal, Owner, ❑ Check"to H.C.D. $ 38. Other: P I �rn� 39. Other: 0 When issued Telephone and hold for pickup. I I have been informed of the. bove items and requirements for obtaining a building permit. Applicant: Date: T - 9 O ,+e. 1. Index permit appli ion for the ab s n re � $0a-✓ ¢�►'� S Plan Check Letter ra 4o 2. Additional items equir ` Contractor esig owner was ad ised f the abov data b��hone, Dail, ❑ counter, by Date: 6q Contractor, designer, wn , was adv sed of thea a to by ane, *W, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: iLd Date : 5 O Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date:ST:i� Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE ",&OSF 1. BUILDING PERMIT FEES I �� --- Balance Due ..................... $ A.P. # 033—,010— OSS DATE Q� RECEIPT # DATE REC. --- Additional Fees Due........... $ �.CHO0vis d Plan Checking Fee.... $L DISTRICT FEES O aid at School District Office) (form available after Plan Check) ��C? 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ �V , Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES Residential (per unit)..... X $0.03 = $ Sq.Ftg. (paid at Building Division) X =$ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHERS M / P At time of permit application, I was ise the above fees are required to be paid prior to issuance of the permit. These fees may be changed duryag*e plan cXecking pfrocess. APPLICANT DATE — D tD Pursuant to Government Code Xction 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 o pproval 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 Division Yellow -Applicant Pink -Owner (rev.. 2/2003) O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed propertykin rovement : YES)k, NO ❑ 2. I HAVE HAVE NOT El signed an application for a building permit for the proposed work 3. I have co acted with the following person (firm) to provide the proposed construction: NAME: c,8tt ADDRESS: -1 to, o LAG CITY: Csf-o�J 1 LL, trc PHONE: S 30) SZt - I � S ,S- CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME • ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: S NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I I OWNER BUILDER INFORMATION - I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner Builderinformation is required by Section 19830 of the California Health and Safety Code. OVER BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ( J (O V I f I P� .1 !peri V1 T� �t �i Building Department No. A.P. Number (/ 3 3 'C%lQ' �.S Jurisdiction 0 City ©County Property Owner l7 L T Property Location/Address Subdivision Residential Development © Q No of Living Mobile Home Units Installation Commercial/Industrial 0 New Addition Building Department Representative t �............................. ........................ .. Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) :............................................................................................... _... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited .14TF a Jy,dbc inent) Sq. Footage ��ll (Including Exterior Roofed Areas) . //-,�) 9,�)// Date District Identification No. : {p 5 3 4 61r• o g ; \ 1p (,e vim. School District certifies that ( i - (Applicant) (Street Address) (Phone Number) -k S q It to (City) (State) (Zip Code) has compX%d with the requirements of Resolution No. d k -01 _ 1 0 by payment`of $ A ��lo I lei/ representing , -l0`� .square feet. 1Z9Z6�(JV-� _ $ FULL MfT1GAinoN $ School District Date Paid by Check # Remarks: 03 3 c No/los: You may protest the Imposition of the fen Identified above by submitting a written protest to the District. in compliance will► t' 4 Government Code section V0I0(a), wlthle 90 days from the date fen am paid. Fallure to submit a timely wditn protest wlll'proh1,W,0 you from challenging the Imposition of 1114 tees In any court action. �: K. subsequent to the school Dbutet `rRepe� tad" signing this Butte County Schools Inpaet Fee6CertiAatlon Form, the Srtaol Dli i Is no@Iled by the applicable Local Planning Apancy thls project Is being reviewed under`tM`Califorrnla Enirlronmet" Quality Act (CEQA), this pr "I " may be auNM to addRbnai school f to fully midgate. Its impact on the school district's schools. ' White (applicant), Yellow (building' department), Pink (school district) feeforn.xls (10/03)dmm 9. 1 51111,* l RECORDING REQUESTED BY: When Recorded Mail Document and Tax Statement To: (tp,.,,,,_SA OrW4 , C'A 'wi ft Recorded Official Ret_ords County Of CANDAC:E. J. BRUBBS RNcorder RC)SEAiRRY DICKS'{1M Assistant 10:30AM 02 -Jan -2N4 REC FEE 7.00 CUPItS 2.00 MONUMEN 10.00 Travis Rage 1 of i AF'N: 1010- 0S I - C)bo GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) T" cobs I I °! Documentary transfer taxis $ (Z [ 1 computed on full value of property conveyed, or [ 1 computed on full value less value of liens or encumbrances remaining at time of sale, [ X, 1 Unincorporated Area City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, GAS( X A i,— pr,J1 ;jlar�.lr Srb J ;-Q_, A -Lx , I -k S BjA-p•iD A400 W J Pj; hereby GRANT(S) to ALg�.-ter c-,A4,ki A L-7-, A MA4 the following described real property in the County of Butte, State of 4L, 77-bA7- po,e170-j Or rwr- wrSr i4A-LF of -14S� Sov.n+w ;jr ac.ia2x,U-rL vF 50ut1(�a,�- 0-UA4Tr-< OF $;.;zx?onl ' �-ro.0tjj1t"P µDQ M t %�}G Soun>4/�Sr Ly CG T►tC SoU S�YL�y U�c 00c rAAr C.��er twl OF C`.e,.iT :rt,Je= WES.1� POC -c Cptiv-,-I At -of -"A ks Ton,: 5AMC: iXiSjir?� C)ni NUJ--yLlB� Z DATED: , !�1(c� ,JA?J , z, 7-00c( STATE 0 FCALIFORNIA ae- COUNTY OF (2,;f-14.INL - N JfkrQ. •Z. 2.0r)4 before me, personally appeared O_ A2 N tv EtZ AW -1 A L. T personally known to me (or proved to me on the basis of satisfactory evidence) o�ft3the+ p-eerskon(s)jw.hose Of S INT name(s) is/are subscribed to,the within.instrument4nd acknowledged to me au he/she/th tex�e utetl }theS� $�F 1tCHRISiY L. HINKLE same in his/her/their autho zed capacity{ es) jand ihatlt t0 " COMM. i 1258485 zfan e� t �. r , f id NOTARYMUC-CALIFORNIA by his/her/their signatures}2on� hei.inst�rumentat�ieiUCi� C COUNTY OF BUTTl: person(s), or the entity upon betialt t>lwh ch ihe�� Comin. Exp)res 1Nareb 27.2004 person(s) acted, executedeha n1tirut Hen n uIntift aft" i~ - Witness my hand arIv l'o#ici Ioseal- -• �.•�.� 1 V Signature /Z v MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED I Date: MAY 14 2004 This is to certify that, if bearing the purple seal of this office, this is a true copy of the document filed with the Butte County Clerk -Recorder's Office. Candace J. Grubbs Butte County C rk-Recorder By: _„`�— . Deputy ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publieworks/fonns.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit Number 1 O y O 3 District APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly printed.) 1. Applicant's Name: PP A L (ajE12-T G. I�'t-T I a. Company Name: C 2. Address: - be, W �� r� R-0 Ao �/jJ®J t L- _tE C A q 5 r Its 3. Phone: -530 52 l I 5175 4. Assessor's Parcel Number. 033 - O1 O - OS 1 5. Location of Work to be Done 70,0 Le"") C, g 6. Applicant's SignaturQ, 7. Date: L1 CONTRACTOR'S INFORMATION 8. Contractor's Name A t) -, C� ' e 7 u_ t t -.,d OA- J /- y�t1 9. Address G q S� C V 1 LA fa! rid lie %) CJ� 9 1id g G 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes IN No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: 1f� Curb: ❑ Gutter: ❑ Sidewalk: ❑ Curb: 17. if Dri�wa LIt Type- J A� ' W _ 18. Other Work - Describe: 19. Plans Attached: (sR-�/ �- ❑ Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 20. Conditions Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 21. ® All work shall conform to accompanying: Detail 9 Plans ❑ Special Conditions i4 22. Date Issued , l OS, O "7'26. 23. Expiration Date: O S GSJ 24. Surety: 25. Date Paid .3 /2 Amount Paid: oe� 27 id B ` U 6 28. Receipt U •Z y I ; Mike Crump, Director of Public Works By: i?urcuuniy.:. 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK Completed -Not OK ❑ Additional Comments Attached .Use l)n1yi ; , 31. Comments: Note: If permits are faxed to any number besides (3su) Dsa-a»o, mey can oe ucmycu up Lu v- - - Page 1, of 2 re_� ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: Download Forms: www.buttecounty.net/publicworks/forms.html G�,()(-l2,S .a Vt _P-Kk�K (530)538-4356 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit NumberDistrict 104104113 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: AL F30LT G, 47 Ia. Company Name: 2. Address: 'l � o t.A ►� G 3" 2m (�•� 02,o v t ��.c cry 5 � trS 3. Phone: 5Z 1 4 S 5 4. Assessor's Parcel Number: 5. Location of Work to be Done '7$0 (,emjv R 6. Applicant's SignaturQ\-, 7. Date: �1 I CONTRACTOR'S INFORMATION 8. Contractor's Name OA o --J t'Q- 17 Lt t L_d GIL y� d 9. Address C U I LA w _ r 1 e♦ C A _Sr 9 U C G 10. Phone: 11 • Fax: 12. Contractor's License Number: 13. Certificate of Insurance: Yes © No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: De`J�A`{ Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. If Dn'�wa�L�t Type,,,,,,, J- 18. Other Work - Describe: 19. Plans Attached: ILP V E'-• ❑ Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 20. Conditions Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 21. 4 All work shall conform to accompanying: Detail id Plans ❑ Special Conditions 9 22. Date Issued Q sJ G , / 23. Expiration Date: 24. Surety: 25. Date Paid %2 Ci�. 26.4untPaid: 27CP �d By- U 6� 28. ReceiptU Z y I Mike Crump, Director of Public Works By: .';. { '�L'< • :...; r...c: >Foc Counry�. 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK El Completed —Not OK ❑ Additional Comments Attached V. usr 31. Comments: Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one week. Page 1 of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 ILII III ill l ILII I II ILII (� III II II III 204-00 16249 Recorded I REC FEE 7.00 Official Records I COPIES 2.00 CountyBUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:17PM 24 -Mar -2004 Kathy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: .4" n+,W �Oa-7�0^I OF rp+c %Ncsr (-ALF` of Tl+E SOL& -r1+ e -sr GZuP,/Lr L of f)+C-' S01-%n+1FP�ST of 5E«oa y 1 -rowwSHtP Ii r.)oR7 QAtJ61E -/ EAST M b'& � M / SOv-rA F"%1.y of Tli't. Sour -Am srcrie.L. / 1,10E ort r4AT c62-roq'i VJ 2ter'+o `-*.So0Q AS c.on34 64A -A- R-oAb p,30 No2n{WESrra L� of T ft GES T-ee-W N t= a47 uJ N ITC XOLA- AS Enc►Srt-,D oA IJuJewq$e*- -7) igtoZ. Date --en 1 0 PROPERTY OWNER �, ALf3 G. Atr State of California ) County of 14.1� ) On 7 �20d before me, 1 personally ap eared %1� I h z r f G4 4 A- I I personally known to me (or proved to me on the basis of sati factory evidence) to be the personKwhose nameW. is/are subscribed to the within instrument and acknowledged to me that he/shc/they- executed the same in his/hvtheir authorized capacity(bl&), and that by his/hftLthVW-signature(*on the instrument, the person(*,or the entity upon behalf of which the person(s�acted, executed the instrument. WITNESS my hand and official seal. nr Signature Seal: SHIRLEY A. HAMILTON Comm. A 1350714 �n /%��/ �'�� NOTARY PUBLIC N A.P. # { �/ Yuba County My Comm. Expires May8,1006 "� AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 21014•—(190 1 6249 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant. 01:17PM 24 -Mar -2004 REC FEE 7.00 COPIES 2.00 Kathy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ,4w rf+rK poo-r+o,-i of r►+E NcsT 1 -ALF of Tl+¢ 5ou7-j+wc_%r a"Ap"Lrm of r*r. Sovn+cAST o,�n��t-;� or SE«o>J y -rooWSIAlp 11 rJoAV 2A,0134E y FAST M'b fA t4l ? y ' r So-r*k F" r�M L O F Tli t= So u r14O4 3 TZ�2 a y 1� 1 IJ E ort �-r 2 Zn+ -o '4-fa0 0 N AS t -o a y e&2 ,R -04-b A+J O Nto&riA W C-SrFQ-L y of T H -E C eu rffe.W N C 4 F W W ITE X00L_ ft txlj {Zo R -D I A S AS %.Srr-b Oa au4ew�Ae*_ -7, Moo. Date 31 ��' PROPERTY OWNER State of California ) County of L,uA>-4-- ) On 7 before me, personally ap eared %} I h personally known to me (or proved to me on the basis of sati4factory evidence) to be the person(t1whose name(g) is/axe subscribed to the within instrument and acknowledged to me that he/$hgltt executed the same in his/hPktdWir authorized capacity(i&), and that by his/hi'. AhVir-signature(4Dn the instrument, the persons or the entity upon behalf of which the person(gkcted, executed the instrument. WITNESS my hand and official seal. . Signature ti C� .t�L Seal: SHIRLEY A. HAMILTON Comm. s 1350724 �A '® a NOTARY PUBLIC -CALIFORNIA Y! A.P. # \ , Yuba County My Comm. Expires May 6, 2006 " SITE PLAN REVIEW APPLICATION 033-0�0 -051 Date: /e do D AP# _ Permit Number (if applicable) (95V (J. W, ,,4 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.: off `'' 7'1 JO/ Situs Address: Z-Ox..)Cr � / Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory . ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other a Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): .)df ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATIONPLANNINGBLDG. DIVISION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval S�-r E3AL1Z S Site Plan Stamped Approved By �2Date '2r� PaaP 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X Q • Flood Panel No.: 0-7 9 5 Index Date: 9 tJ ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement j Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways/ e Prevention S division Map Front S- � Side , C) / 3 Side Street Rear Height Waterway I N/A N/A NIA ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements --------------------------------------------------------------------------------------=--------------------------------------- , Pave I of i Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation + ❑ Roads ❑ Sheriff . ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------------- --------------------------------- Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: 1 C� {� �' Legal Access Provided: ❑ No Yes Deed of Reference: 1 ?) 9 - 2, $ Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: '❑ No M Yes, Road Name: L_VJIJC-- 3:A Q2 R , Complies with County' Standards for Deed Creation:❑ No ❑ Yes Comments: Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements --------------------------------------------------------------------------------------=--------------------------------------- , Pave I of i .. _ II Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pl;, must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.' Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division.." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑ X Panadnf1; 0 x u Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 rtpr i_1 U4 U1:54p Western Woods L-wp-RICK 5JUJ4J11e4 p.l ENGINEERED WOOD SYSTEMS Certificate of Conformance Certificate 054086 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determihing Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by 41L 969 Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a re4ate0 corporation of APA - THE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street - P.O. Box 11700 - Tacoma. WA 98411-0700 Telephone: (257) 565-6600 - Fax Numboc (253) 565-7265 Insulation Certificate.. L �2; fi l.-'(— BUILDING PERMIT BUILDING owNER: • � � . BUILDING LOCATION: �� Z O� QML Description of Installation ROOF Material Thickness (inches) CEILING Batt or Blanket Type Eke= Thic mess (inches) \� Loose Fill Type Contractor's minimum installed weight/ft lb Manufacturer's installed weight per square foot to acheive Name LalResistance (R -Value) l Name hal wllJ�� W Resistance_(R-Value) IName num thickness _ inches mal Resistance (R -Value) EXTERIOR -WALL Material Q� 6 Bad Name 1►''� A T Thickness (inches- S kmal Resistance (R -Value) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material l Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration ,id Name V—A V `LLQ rmal Resistance (R -Value) I hereby certify that the above insulation was installed in f the current Building Energy Efficiency Standards for new n California Administrative Code. rene al Contractor (Builder) SSig�naru�eand� Title Sub -Contractor (Insulation InstaUer) F Signature and Title Name gal Resistance (R -Value) Name tai Resistance (R -Value) building at the above location in conformance with 3idential buildings contained in Title 24 of the t > >License Number Date License Number Date THIS CERTIFICATE MUST .BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED AWITHI THE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040423 - LICENSED CONTRACTORS 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 Issued Date: 05/14/2004 APN: 033-010-051-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address' 780 LONG BAR RD ORO Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: NSF (1704) GAR (440) COV (72.5) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ALT, ALBERT GARY to its issuance, also requires the applicant for such permit to file a $95 COLUSA HWY signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section GRIDLEY, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95948 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: ALT, ALBERT GARY owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:• and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article a Business and Professions Code I�Owner: Dates License #: 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 Architect' is issued. ' ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1704 S.F. Policy #: Valuation: $110,760.00 Census Code: Imo, I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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 shallL forthwith comply with those provisions. yl Date: Applicant: ci, !� , 042 WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal and one penalties hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the 's hereby issued u er the applicable provisions of the Butte Cnunty_Coda anfUOr ThisT.n Resto-do wo "dicat ove f which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) x Name: B . Date: Address: P IT EXPIRES ON: v Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County toenterupon the above mentioned property for inspection pu oses. nt Name: f r�-1 Signature: Date: Owner 13 Contractor ❑ Agent for Owner ❑ Agent for Contractor April 22, 2004 Al Alt 895 Colusa Hwy. Gridley, CA 95948 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 033-010-051-000 Building Permit Number: 04-0423 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- check and approval of this project. NON-STRUCTURAL COMMENTS: he enclosed school fee form is to be completed by the Oroville Elementary School District and the completed form returned to this office. Please provide an approved encroachment permit for the proposed driveway from Butte Co. Public Works prior to the issuance of the building permit. 3. Owner to sign energy calculations. ST UCTURAL COMMENTS: he foundation plan refers to detail 5/4. Please provide this detail for attachment to the plans. Please provide supporting calculations for attachment of the deck ledger. Detail 16 on sheet 4 specifies "3/8" x 4" lag screws @ 24" o.c. screwed into top and bottom of I joists." Note that the listings and installation instructions for Willamette Industries E -Z rim boards specifies %2" lag screws fo attachment of ledgers to E -Z rim boards. They list a value of 350 lbs. per %2" lag screw. Values re not provided for 3/8" lags. Provide verification from the truss manufacturer that trusses B and BGE have been designed to accommodate the drag loads specified in the calculations and on the roof framing plan. Provide documentation from the architect stating that he has reviewed the truss details and they conform to his design of the structure. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Frank Glazewski, Architect 1 of 1 p 1 033-0►0 -0s)-too ;v,%�bIac� pGtm V, y Frank M. Glazewski Architect 1370 Ridgewood Drive Suite 10 Chico, Calltomia 95973 5301343-4630 5301894.8164 fax May 4, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Project: Albert Alt residence Oroville, California Contractor. Owner -builder Permit number. 04-0423 Truss manufacturer. Endeavor Homes — Mitek Industries Attn. Philo Hunt Truss submittal certification letter This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find them to be in compliance with the plans and specifications; including, but not limited to, connections, truss loads, load path and bearing points, etc. Specifically,pleas note that trusses B1 and BGE have been designed for the required drag loads. If you have questions, please feel free to contact this office. Glazewski - Architect MAY -4-2004 11:36 FROM:FRANK GLAZEWSKI ARCH (530)894-8164 Frank M. Glazewski Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530134341630 5301894-8164 lax May 4, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, California 95965 Project: Albert Alt residence Oroville, California Contractor: Owner -builder Permit number. 04-0423 Truss manufacturer: Endeavor Homes — Mitek Industries Attn: Philo Hunt Truss submittal certification letter TO:10109877411017 P.1 This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find them to be in compliance with the plans and specifications; including, but not limited to, connections, truss loads, load path and bearing points, etc. Specifically, pleas note that trusses B1 and BGE have been designed for the required drag loads. If you have questions, please feel free to contact this office. Glazewski - Architect N10 033 -610 —6<;) -o'oo CL4U, Lz" 6Lf — dy' 2,3 RESPONSE FOR PLAN CHECK LETTER DATED: waA V y PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Y' 6F6 P- M LASP/k-C O QA '7'a4.� �( fJOTG- 9 , " 714-15 T(La55 4-43 � Ova -,J OeFS Gw lz For?-- A, �io;�At. �-0� �' l�Gb L6, l ecO �Ct l4i rs-L� o Dr 587' clic ogw-s PLAN CHECK ITEM #S,rA LSAA L RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L4a5T� AQ"A- roz:T1 92� Cit -JAZ -CEJ "4T_ L� j�2ecSS � `a<<-� QAriP�'oR�l tth7I4 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: i PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: .tea PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return thisform with ur re-sumittal If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review, There must be a valid yob response to every item requested in our plan correction letter. "By others" is not considered a valid response, please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND NERSNAME RETURN WITH .REVISED AND ORIGINAL PLANS. OWJ�DATE: (� L B dam' Pr L4 - ASSESSORS -ASSESSORS PARCEL NUMBER PERMIT NUMBER 033 -oto- ost -Coo OLA, DgzZ5 RESPONSE IFOR PLAN CHECK LETTER DATED: Lt d t l PLAN CHECK ITEM # ducal j RESPONSE BY. LOCATION ON PLANS/CALCS: At, A-i� i •a COMMENTS: �61, `i oGws Acx (,,F�4cz,J v�—V� c 2 P—�( t•�1C� Feer>- n B►.)F1nL &jC,(D (zf3D op PLAN CHECK ITEM # J �S RESPONSE BY: LOCATION ON PLANS/CALCS: Ai Ift COMMENTS: d���►Jv� � Ll Z LAf A. k-vL — W la"1 To Pkkl L—D c r--1�7 O (J \S ' o-bl)Ur\-L. C CoP K u4 t� PLAN CHECK ITEM # IS RESPONSE BY: LOCATION ON PLANS/CALCS: -3 �/ .4(, Azo �! 14 COMMENTS: 5;(&M-c� t3��tD�� ISS elm ?S o w <<r-4 7Y+*,A�Nt,LG Pvk1 t— PLAN CHECK ITEM # SVpc&CX ti4ZRESPONSE BY: ]EO ON PLANS/CALAt, �-COMMENTS: r © o 2. S A -o- VvG f1 t-- -A, � PLAN C; K ITEM # Y: LOCATION ON PLANS/CALCS: COMMENTS: I cGni `�C J0�2 11`d'Go2 7P(�U F► Gf4-i7 J T-0 Z 1C 2 " 6 �-- • (Rd� To VV Ew 6n'kL L 6 l National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and•that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of Rrading-and/or oth�rinits or other sanctions provided by law. \Signed: Title: Date: 2� SITE PLAN REVIEW APPLICATION Date: ld �O /d3 • AP# Permit Number (if applicable) �/U l/.iC�(� APPLICANT INFORMATION Parcel Size: " Owners Name: — Owners Address: /53 PJo ,e T� 19e,,,f' Telephone No.: P�911?' 7 7 40/ Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other a Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATIONPLANNINGBLDG. DIVISION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to' Approval S�-t- r3�Liz �j Site Plan Stamped Approved By �2 Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: r.,� ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 0'7 9 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------- ------------ ---------- ----------- —---- --------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A (Z — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways , e Prevention S division Map Front S- 0 e -, L - Side ) C) ! �, Side Street Rear I D Height Waterway N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area' _ ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: 1 {�' Legal Access Provided: ❑ No Yes Deed of Reference: 1 ? 1 R - 26 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No M Yes, Road Name: U-)-xJ G- 3:A f2 P� , Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ` Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 J, ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control PI( must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. . ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division.!' ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 1 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 0y STRUCTURAL. CALCULATIONS Structural calculations for: Albert Alt residence 780 Long Bar Road Oroville, California Job 04-003 /Z8 a ARC7',�� GI.gIF� No. C-27470 BUTTE COUNTY BUILDING DIVISION 9�F FN 08-3N �p`�� 7 P®VED --.-W�F CA�-� 22`x¢TT = Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 FILL. k':t'401'-1v i aDesign�data•����';_ �� � � ��¢¢� ���{{� ��'`.'�`�� � ® � nI J � y �g+ � � �r� (♦ ,�. � . Wind loading; Basic wind speed; 175Mph ,• Exposure; a Design method; Normal force method Structure category; Enclosed • Seismic; Seismic zone; 3 Gravity loading; Roof assemblies; DL LL Comp oof trusses 0.014 0.016 Nva 0.000 0.000 Nva 0.000 0.000 Floor/misc. assemblies; Floor carpet_ n 0.012 0.040 Nva _ 0.000 0.000 IN/a—_-------� 0.000 0.000 Wall assemblies; Framed wall -woo finish 0.010 N/a_ 0.000 Nva — 0.000 Soil data; UBC Classification; 4 Allowable bearing; 1.500 ksf Soil Soil classification # t �4 , Reference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure ' 4:208� ksf Max. allowable pressure 61AG!, ksf Increase for depth '1,0.000,'' ksf/ft depth Increase for width "�O 906 ksf/ft width Friction coefficient 6 0:000: 0.250 Lateral bearing (passive) };;`O:OO,Q" ksf/ft. of depth below grade Increase for wind/seismic 0.000: 1.330 Include footing weight when calculating soil pressure ?Yves Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 Soil weight } 0;1x1Q,;° kcf NA ID:esignapactyoff���g t � h " a Load duration factor1'25 Y Unless noted, 2x and 4x members. are DF#2.6x members are DF#1'. Member size`. Mcap Vcap I(in"4) 2x4 0.419 0.416 5.360 ru,;• ..+«..},cosy �s;�»c�..,,, .. .x��z�:�. "�w, ut_ sz,.. _a,�r a�F�� ���, 2x8 1.438 0.861 47.6401. 2z,1�0 21�45�1i09,&9�..,�98 930 2x12 2.884 1.336 177.980 �f2x`C14��'''�`: .?r.:.x ..4�ue�ar,£trka�>$.:?:�. .ta_^r rs c.:emaCzL4nWt3'<•titr.Fs+.:r.+s,.:bia.3r',`"Yr-av: �., . 4x4 0.978 0.970 12.510 MAI 48 3.633 2:009 111.150 4x12 7.403 3.118 415.280 ' 67<1tr�6781470 , :A..Xi.r.v}u<.':(k.`�:i..f�'sib:':.�%Sn'�..!"'ai•Saaa._:.s`a�i�.;�"T;3Z..t. .n&.dSt.R'?.%' t`.a.» Sa:i�3. 6x6 3.900 2.143 76.260" J.'i°',"W*a "g2i,- ,. s +s',�.r�-- �^s ,ta`.. f'•- W,�S &°"tea , .. y wf�"�'•�,'�•-- '�"'*�s�' . 6x8+; OWNAmt2 82Sc b ; 6x10 11.030 3.604 362.750 q- 6x,12' �� 163i15 �t 4 383 X652590 111I i ..at« atxdi:aa: 6 `. _ 5.�'r. .L•.1se3nL+s+34ez 6x14' 22.259 5.163 1066.180. • �� �, �� '.�1�4�=355a � �k. � 4�5�1�1•� �, � `��^-301�470� � - � , 3.125x12 18.750 5156 450.000 r w', 47 j*^^u�s4`t �""'+Ys +rn'•C-' � Kc,r "�`.'ng,` n 'j`"s� bra °'wa^A' Oxy H... •a � .t Al ��5 8U1�6407f20� 3.125x15 28.580 6.445 q 878.910 3:125x1,6 5 34216p} y�� 1;169'820 �' ' t •,a r ..cw..n:.a.s:.k-?�. {{'a >,t.��w !;3 �;....:936Ya5P k'�s:flv"��..+: �am+a4.�t�:JXiftS c.�„k,'>•.8:wisII:csn �, 3.125x18 40.329 7.735 1518.750 ' 5"125x1'U�5�� ��23 543��� _�'` ; 7� 399 .,e .�x3 � ' f� 494 �4�00' . `. • ' ai?•is,._+ua.cwz..,fi«at"'a�,.1uvt*•.tc..azu..�u,°�s;asAdsl� ��' , 5.125x12 30.750 8.456 738.000 x Y F ;5125x13 5;� ass ���a38 41}�����7�g�14����R� y��;�1050 790& • .c.�•.ro+.✓."rra t.. s.`�1,.i ac.���.a� rw!j �a�,wi�i. i.'�btsv:? � ,'�5..r..a eseFo''� .Sfi +h �3- triRste�94-*ca�57n .. 5.125x15 46.87010.57_0 .. 1441:410, . n5125x16 5=y4 fr,561�15't , t�� a11628 t ti;N1918 510 `�'l,•-+, ,.=ws,.. ,+�: i�.#:�E.;??s�;t*.s.6a,.>trt'ie.+.S..'E,kyt�eu%:5s33.si��i<9.;.uxu�"fr.,�i�..k'3��st?�4:;�sss+laaivraa&.a� r .�i.!�a `•-x 5.125x18 66.140 12.685 2490.750 ` 0 -zg-9 OAI:� 33 -ZCI CC VII, User: KW -0604815, Ver 5.6.0. 2 -Sep -2 (c)1983.2002 ENERCALC Engineering Description RB -1 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 10:47PM, 27 JAN 04 Z. Page 1 General Information 0.923 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 i oral Loaa Center Span 14.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever It .....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.1 14.99 k -ft Bm Wt. Added to Loads 7.250 It Shear: Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 259.00 #/ft LL 296.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 14.50ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.923 : 1 Total Load Left Cantilever... ueaa Loaa i oral Loaa Maximum Moment -0.245 in 15.0 k -ft Maximum Shear' 1.5 6.2 k Allowable 7.250 It ...Length/Deft 17.0 k -ft Allowable ...Length/Deft 6.7 k Max. Positive Moment 14.99 k -ft at 7.250 It Shear: @ Left 4.14 k Max. Negative Moment 0.00 k -ft at 0.000 It @ Right 4.14 k Max @ Left Support 0.00 k -ft 0.000 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.367 in Max. M allow 17.05Reactions... @ Right 0.000 in fb 1,483.81 psi fv 98.07 psi Left DL 1.99 k Max 4.14 k Fb 1,687.50 psi Fv 106.25 psi Right DL 1.99 k Max 4.14 k Deflections Center Span... Dead Load Total Load Left Cantilever... ueaa Loaa i oral Loaa Deflection -0.245 in -0.509 in Deflection 0.000 in 0.000 in ...Location 7.250 ft 7.250 It ...Length/Deft 0.0 0.0 ...Length/Deft 711.1 342.09 Right Cantilever... Camber ( using 1.5D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.367 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 24.972 Le 0.000 It Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 14.99 k -ft 106.60 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.20 k 6.20 k Area Required 58.379 in2 58.379 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 4.14 k Bearing Length Req'd 1.203 in Max. Right Reaction 4.14 k Bearing Length Req'd 1.203 in In., �w oor y �GS2�i WCU: ,olovsf L,a e an f : , v OS K L -i0 = ,0N0Icsf COSe 2; M-, Olomf wpaAt'=,00skff I T� Z I Case 1 floor joists " .7cuwr002 06109Businmi9 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ-Beam(TM)6.06 Serial Number. 7002106109 PageUserl ngin0041052:59PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 33' b 11' G" ' 11' b 10-6" ` Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead, 5.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other A3: Rim Board 1 Ply 1 1/4" x 9 1/2"0.8E TJ -Strand Rim Board@ B3 None B3 None A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board@ -CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,133 DESIGN CONTROLS: Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 4.25" 427 / 144 / 0 / 571 2 Stud wall 3.50" 3.50" 1061 / 371 / 0 / 1432 3 Stud wall 3.50" 3.50" 1009 / 343 / 0 / 1353 4 Stud wall 5.50" 4.25" 400 / 131 / 0 / 532 Detail Other A3: Rim Board 1 Ply 1 1/4" x 9 1/2"0.8E TJ -Strand Rim Board@ B3 None B3 None A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board@ -CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board,133 DESIGN CONTROLS: Location Rt. end Span 1 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 PROJECT INFORMATION: Alt residence Copyright ° 2003 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-3434630 Fax :530-893-0532 frankgla@aol.com Maximum Design Control Control Shear (Ibs) -749 -676 1232 Passed (55%) Vertical Reaction (Ibs) 1432 1432 1895 Passed (76%) Moment (Ft -Lbs) -1520 -1520 2839 Passed (54%) Live Load Defl (in) 0.114 0.278 Passed (U999+) Total Load Defl (in) 0.145 0.556 Passed (U920) TJPro 46 30 Passed Location Rt. end Span 1 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ -Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 PROJECT INFORMATION: Alt residence Copyright ° 2003 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-3434630 Fax :530-893-0532 frankgla@aol.com e .ses Case 1 floor joists AVIFycrha002106109 9 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ -Beam( 6.06 Serial Number. 7002106109 User: 2 1127/2004 10:52:59 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: Alt residence Copyright G 2001 by True Joist, a Weyerhaeuser Business TJrm and TJ -Beam® are registered trademarks of True Joist. e -I Joist',Pro' and TJ -Pro' are trademarks of Trus Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com 4n ����r�� Case 1 floor joists " er:700210``09 9 1/2" TJ1@/Pro(TM)-150 @ 24" o/c TJ-Beam(TM) 6.06 Serial Number: 7002106109 PageUser Engine VersiO4 on: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 1.50" 11' 0.00" A 10' 1.50, Max. Vertical Reaction Total (lbs) 571 1432 1353 532 Max. Vertical Reaction Live (lbs) 427 1061 1009 400 Selected Bearing Length (in) 4.25(W). 3.50(W) 3.50(W) 4.25(W) Max. Unbraced Length (in) 32 32 32 32 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 478 -665 561 -526 607 -431 Max Shear (lbs) 487 -737 624 -586 673 -440 Member Reaction (lbs) 487 1361 1259 440 Support Reaction (lbs) 528 1361 1259 482 Moment (Ft -Lbs) 1078 -1389 381 -1180 881 Live Deflection (in) 0.082 0.015 0.058 Total Deflection (in) 0.113 0.021 0.079 ALTERNATE span loading on odd # spans, LDF = 1.00 ; Dead + Floor Design Shear (lbs) 521 -626 168 -128 561 -481 Max Shear (lbs) 530 -694 187 -143 623 -490 Member Reaction (lbs) 530 881 767 490 Support Reaction (lbs) 571 881 767 532 Moment (Ft -Lbs) 1276 -914 -332 -674 1093 Live Deflection (in) 0.114 -0.062 0.087 Total Deflection (in) 0.145 -0.057 0.108 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 88 -221 546 -541 212 -68 Max Shear (lbs) 90 -244 607 -603 234 -70 Member Reaction (lbs) 90 851 836 70 Support Reaction (lbs) 101 851 836 81 Moment (Ft -Lbs) 135 -855 822 -828 82 Live Deflection (in) 0.036 0.077 -0.032 Total Deflection (in) -0.019 0.083 -0.020 ADJACENT span loading over support # 2, LDF = 1.00, Dead + Floor Design Shear (lbs) 466 -676 616 -471 196 -85 Max Shear (lbs) 475 -749 684 -526 217 -87 Member Reaction (lbs) 475 1432 743 87 Support Reaction (lbs) 516 1432 743 98 Moment (Ft -Lbs) 1027 -1520 604 -655 127 Live Deflection (in) 0.073 0.044 -0.021 Total Deflection (in) 0.104 0.050 -0.012 PROJECT INFORMATION: Alt residence Copyright 0 2003 by True Joist, a Weyerhaeuser Business TJIe and TJ-BeamO are registered trademarks of Trus Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-3434630 Fax :530-893-0532 frankgla@aol.com Case 1 floor joists VkVC2aLwr Buiinc-,s g 1/2" TJI®/Pro(TM)-150 @ 24" o/c TJ-Beam(TM) 6.06 Serial Number: 7002106109 Page User: 2 Engine VersiO4 on: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 4 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 3, LDF = 1.00, Dead + Floor Design Shear (lbs) 99. -210 491 -596 623 -414 Max Shear (lbs) 102 -232 548 -662 691 -423 Member Reaction (lbs) 102 780 1353 423 Support Reaction (lbs) 113 780 1353 464 Moment (Ft -Lbs) 173 -724 640 -1353 814 Live Deflection (in) -0.026 0.051 0.048 Total Deflection (in) 0.010 0.056 0.069 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 130 -181 153 -143 165 -118 Max Shear (lbs) 133 -201 170 -160 184 -120 Member Reaction (lbs) 133 371 343 - 120 Support Reaction (lbs) 144 371 343 131 Moment (Ft -Lbs) 294 -379 104 -322 240 PROJECT INFORMATION: Alt residence Copyright G 2007 by Trus Joist, a Weyerhaeuser Business TJI° and TJ -Beam° are registered trademarks of True Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com I?- TJ-Pro Z Case 2 wA�r�ru_ Bua�, �� �. TJ-Bea 109 9 User: cTM,60410:5Serial 0umber.70021�THIS PRODUCT MEETS ORTEXCEEDS THE SET DESIGN I/ User: 2 1/272004 10:54:05 PM Page 1 Engine Version: 1.6 .44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead, 5.0 Partition SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftlTotal 1 Stud wall 5.50" 4.25" 470 /176 / 0 / 646 2 Stud wall 5.50" 4.25" 470 / 176 / 0 / 646 Detail Other A3: Rim Board 1 Ply 1 1/4" x 9 1/2" 0.8E TJ -Strand Rim Board® A3: Rim Board 1 Ply 1 1/4"x 9 1/2" 0.8E TJ -Strand Rim Board@ -CAUTION: Required bearing length(s) exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3 1/2" . Intermediate supports, 3 1/2" with web stiffeners and 5 1/4" without web stiffeners. -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board DESIGN CONTROLS: -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 PROJECT INFORMATION: Alf residence Copyright ° 2007 by True Joist, a Weyerhaeuser Business TJIm and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com Maximum Design Control Control Location Shear (lbs) 605 -596 1120 Passed (53%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 605 605 1120 Passed (54%) Bearing 2 under Floor loading Moment (Ft -Lbs) 1664 1664 2839 Passed (59%) MID Span 1 under Floor loading Live Load Defl (in) 0.146 0.275 Passed (U903) MID Span 1 under Floor loading Total Load Defl (in) 0.201 0.550 Passed (U657) MID Span 1 under Floor loading TJPro 45 30 . Passed Span 1 -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32", 3/4" Panels (24" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 23/32", 3/4" Panels (24" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.2 PROJECT INFORMATION: Alf residence Copyright ° 2007 by True Joist, a Weyerhaeuser Business TJIm and TJ -Beam® are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com r3 m� �4%♦��' Case 2 Number: 02/06/09 9 1/2" TJ I@/Pro(TM)-150 @ 24" o/c User: 2 TJ-Beam(TM) 6.06 Serial Number: 7002106109 / 112712004 10:54:05 Engine 1.6.THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN V CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output fromsoftware developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. - PROJECT INFORMATION: Alt residence Copyright ° 2007 by Trus Joist, a Weyerhaeuser Business TJI° and TJ -Beam® are registered trademarks of Trus Joist. e -I Joist',Pro' and TJ -Pro' are trademarks of True Joist.' OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com Case 2 ^Vkwer.70"B6i09 9 1/2" TJI@/Pro(TM)-150 @ 24" o/c TJ•Beam(TM) 6.06 Serial Number. 7002106109 PageUser Engine VersiO4 on: 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11, 0.00" Max. Vertical Reaction Total (lbs) 646 646 Max. Vertical Reaction Live (lbs) 470 470 Selected Bearing Length (in) 4.25(W) 4.25(W) Max..Unbraced Length (in) 32 'Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 596 -596 Max Shear (lbs) 605 -605' Member Reaction (lbs) 605 605 Support Reaction (lbs) 646 646 Moment (Ft -Lbs) 1664 Live Deflection (in) 0.146 Total Deflection (in) 0.201 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 163 -162 Max Shear (lbs) 165 -165 Member Reaction (lbs) 165 165 Support Reaction (lbs) 176 176 Moment (Ft -Lbs) 454 PROJECT INFORMATION: Alt residence Copyright o 2003 by Trus Joist, a Weyerhaeuser Business TJIO and TJ -Beam® are registered trademarks of True Joist. e -I Joist',Pro' and TJ -Pro' are trademarks of True Joist. OPERATOR INFORMATION: Frank Glazewski Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, CA 95973 Phone: 530-343-4630 Fax :530-893-0532 frankgla@aol.com r� vj-rL': 4-,OIS--:: � 'p- 1� ~' Typical floor girder up to 4 x members • ryd •--s��rt� m �r,t�c-� s �5 .tom i � ,� ,, �w"�'_'�"-- ,� Description' Tyc�alorgirtler� �:� p ` General data ' WTL,07' kips/ft { Support spacing 513%feet Allowable soil bearing capacity 1"500 ' ksf Member size; 14X8 No z y Species; DFS - No 2 Lumber design values ` r Base values; 'Sp ecieslGradet FF F� rF ;=F� Fix', DFL - No 2 900 575 95 625 - 1350 1600000 + Member width 3.500 inches , Member depth 7.250 inches Size factor CF(APPIy to Fb) j 1.200 ` Size factor CF (Apply to F) 1.200 Size factor CF (Apply to Fc) 1.050 A {• Adjusted values; _ 4 - �. ��} "� ' r zFFi'FF`� � a }�:. Nf is '•3v- � �, +•„ i ,�.�� '�„` n `F - _ _ DFL- No 2 1080: 690 95 625 1418 1600000 Summary. S „� 22.81 in S actual 30.66in Ok! A r 24.32- ' int A actual 25.38 .. in' Oki . actual 111.15. ina's. .. r• Total load deflection; 0.059 inches L11084 Footing • . F Reaction at each pier; 3.08 kips t Footing size; 19.00 inches square12 OOQ, inches deep 3 _ -• a ; cn to to �-N V- C, A.1cA 1� Exposure;, 8 Importance factor; Basic wind speed; 76.00 mph q, 14.50 psf Roof pitch; in 12 . angle 18.43 degrees PRIMARY FRAMES AND SYSTEMS 00135 0.0146 0.057 00165 0.0183 Outward 0.0108 0.0117 0.0125 0.0133 Direction Inward Roof eaves, rakes mridges Without overhangs WALLS Slope <2:12 0.0207 0.0223 0.0240 0.0253 0.0280 Windward walls; Slope %:12to7:12 0.0078 0.0084 0.0088 0.0097Inward 0.0317 Leeward walls; Slope ^712to1212 0.0045 0.0049 0.0062 0.0066 0.0081 Outward Total wall; For slopes less than 212 0.0117 0.0126 0.0136 0.8143 0.0158 ROOF Overhangs at roof eave.rakeom Wind perpendicular o ridge* Leeward orflat roof; O�OO83 O�0O88 0�OO73 O�OU77 O�O08S Outward Windward roof: 3|opo3:12�less �ooQ:12 0�UO81 O�0O87 0�OO94 O�UO00 O�O11O Outward Slope %:12toless than 0:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total; 0.0090 0.0095 0.0104 0.0110 0.0122 Wind parallel toridge and flat roofs ._----' 0.0083 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not inareas ofdiscontinuity) WALL ELEMENTS All structures; 0.0108 0.0117 0.0126 0.0132 0.0146 Inward Enclosed and unenclosed structures; 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; O�O144 O�O1�� O�O187 O�O17G O�O1B6 Outward Parapet walls; 0.0117 0.0128 0.0136 0.0143 0.0168 Ou0n ROOF Enclosed and unenclosed structures; Slope x71%; O.0117 O8120 0.O13H O.0143 . 08158 Outward Slope 71%hoi212; 0.0117 0.0126 O.0136 0.0143 0.0158 Outtio Slope v12:12; Use wo|| xo|uoo Partially enclosed structures; Slope ^212; 00153 0.0165 0.0177 0.0187 0.0207 Outward Slope 212to712; 0.0144 08166 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope >71%to1212; 0.0153 0.0165 0.0177 0.0187 0.0207 Outfio Slope ^12:12; Use wo|| values ELEMENTS AND COMPO NENTS (in areas ofdiscontinuities) Wall corners; 00135 0.0146 0.057 00165 0.0183 Outward 0.0108 0.0117 0.0125 0.0133 0.0146 Inward Roof eaves, rakes mridges Without overhangs Slope <2:12 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope %:12to7:12 0.0234 0.0253 0.0271 0.0387 0.0317 Outward Slope ^712to1212 0.0144 0.0166 0.0167 0.0176 0.0105 Outward For slopes less than 212 Overhangs at roof eave.rakeom Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor System description: (Table 16-N) 1 a. Wood structural panel walls... R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor h,JQ> feet Input C, from table 16-R: Input Nv from table 16-T: CV 5. Nv Input Ca from table 16-Q: Ca Calculate numerical coefficient CT: Building frame system: Wood framed and all other buildings CT 0.020 For all structures, the value T may be approximated from the following formula: T = CT (h,) 314 0.19 sec. (30-8) The total design base shear shall be determined per UBC 16302 V = [(C, * I)/(R * T)] x W 0.519 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*l)/R x W = 0.164 W (30-5) The total design base shear shall not be less than the following: V=0-11 *Ca*l X = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V = (0.8xZxNvxl)/R (W)= 0.044 VV Flexible diaphragms supporting concrete or masonry walls; R V C, * I R * T )] x W V=(2.5'C,*I)/R x W V=0.11 *Ca*l xW . EM 0.714 W (30-4) 0.225 W (30-5) 0.040 W (30-6) ... ........ ** ...... .... . .............. X ........................... ... . ....................... Seismic factor for structure design Seismic factor for diaphragm design 0 zo IFAMW,fl c a I] e,-AST%LA) esri i w� .l ZZ' 33� .oil-- i �.6 ( 00901: W 3 �-, 0/7, o 0 4 0 S 3"1 133K/� RA = 1,5gK R rs = 3, Zy l` Kc, : l,S 3 t fr� !s-.-45(6,s6),S(oo9)=,y611- zi zz t a -r -f :�"w ev+s a'.Fzys�...,3o-r^gp'?nmt•.;"Y''s;';��s'.,p-r�,^c6'{,;'p^'t�.."+"'S^"',?c€e't�i'�' �-1;997 Uniform�Bwldmg Code ;'r.-;3rrShearwalviEfieif •...v-� �., , M Mark Description 1 318" cdx plywood with 8d nails at 6", 12" o.c. 2 318" cdx plywood with 8d nails at 4", 12" o.c. I 3 318" cdx plywood with 8d nails at 3",12" o.c. 1 4 1/2" cdx plywood with 10d nails at 6",12" o.c. 5 112" cdx plywood with 10d nails at 4",12" o.c. I 6 112" cdx plywood with 10d nails at 3",12" o.c. 7 518" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. (Or 318" plywood panel siding) 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. (Or 318" plywood panel siding) 9 518" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. (Or 3/8" plywood panel siding) 10 112" 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. 12 718" 3 coat portland cement plaster. No. 11 GA., 1-1/2" long, 7116" head or No, 16 GA. Staple, 718" legs at 6" OIC max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. HF "iDF 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 1 0.310 0.196 0.239 12 718" 3 coat portland cement plaster. No. 11 GA., 1-1/2" long, 7116" head or No, 16 GA. Staple, 718" legs at 6" OIC max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Z3 Wall line analysis Shearwall Summary; Description; jAlt residence I Level; Main Line; P lateral 1.370 kips Total wall length; /6.500 feet Wall framing species; 1HF Shearwall; Description; Mark v cap Side 1;9 0.254 kips/ft Side 2; 13 0.000 kips/ft 5/8" T-1-11 plywood nailed with 8d nails at 3", lz" o.c. � None � Shearwall v; 0.211 kips/ft Okl v allow; 0.254 kips/ft If user -defined SW used; Description; v allow .0.000 kips/ft Sill nailing; ❑Q Applicable? 0.134 = 0.636 feet Bd sinker good for 0.134 kips/each 0.211 V 16d nails of 7. inches o/c at SW Anchor bolts; Q Applicable? Design v; 0.211 kips/ft Anchor size, wood species, mudsill thickness; 1/z" dia. PTHF z x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 3.454 feet 0.211 Anchor bolts at . 1. inches o/c max. Blocking/top plate; Applicable? Connector��wne 0.450 kips/each Length of attachment; 31.50 feet Connector 0.000 kips/each Design v; 0.043 kips/ft / Connectors i� 48 inches o/c max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? Design v; 0.211 kips/ft A35 at 0 inches o/c max. Page 1 -b Line geometry Shearwail summary; Line geometry and collector forces Maximum collector force; 0.783 kips Drag truss present to assume collector forces? Yes Nailed top plate splice; 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Bolted top plate splice; Use; Not applicable n v, bolt; kips/ea No. of bolts required; Level Main Line A V1 v, V2 v2 V3 v3 V4 v4 Segment I Desc. J Wall I Opening 1 1.37 1 0.04 Force 7.00 0 7.00 y 6.50 w 6.50 y -0.304 18.00 0 18.00 y 0.783 Total lengths 6.50 25.00 Page 1 Wall stability; Level; Main Line; Assembly dead loads; Roof; O—O 1-4-1 ksf Floor; 10.011 Iksf Wall; 10.010 ksf ZS Stability details A v; 0.211 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths .� C � N o, = > 7 o Q o Q LL v r 1R J r Q C d -0CO V o x � H V CC C Y > N_ Q y Q CL Holdown 6.50 9.00 9.00 2.00 0.118 12.3 1.7 6.00 1.87 1.87 H1T16/2-2x (3.48k)**"9w N/A Iw N/A N/A N/A Iw N/A Iw N/A N/A Iw N/A N/A N/A Iw N/A 'w N/A Iw N/A Page 1 Wall line analysis Shearwall Summary; Description; Alt residence Level; Main —� Line; 0 P lateral 3.290 kips Total wall length; 19.330 feet / Wall framing species; HF Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � None � Shearwall v; 0.170 kips/ft Okl If user -defined SW used; Description; v allow Sill nailing; ❑� Applicable? v allow; 0.213 kips/ft 0.000 kips/ft 0.134 = 0.787 feet 16d sinker good for0.134 kips/each / 0.170 16d nails at ✓ 9 inches o/c at SW Anchor bolts; Q Applicable? Design v; 0.170 kips/ft Anchor size, wood species, mudsill thickness; 14 Lia. EHF 2 x plate ❑ Double anchor bolts? Allowable shear per anchor bolt; 0.728 kips 0.728 = 4.277 feet T, 0.170 Anchor bolts at. inches o/c max. Length of attachment; Design v; Applicable? 46.00 feet 0.072 kips/ft Connector H1 V 0.485 kips/each Connector None v 0.000 kips/each Connectors . 48✓/ ' . inches o/c max. Connectors at rim joist to mudsilllcripple wall top plate; ❑ Applicable? Design v; 0.170 kips/ft A35 at 0 inches o/c max. Page 1 26 Line geometry Shearwall summary; Line geometry and collector forces Maximum collector force; 1.895 kips Drag truss present to assume collector forces? No Nailed top plate splice; /-16 16d nail good for; 0.115 kips/each Splice; 16d nails, where used Bolted top plate splice; Use; Not applicable v, bolt; kips/ea No. of bolts required; Level Main Line B V1 v, V2 v2 V3 v3 V4 v4 Segment I Desc. I Wall Opening 3.29 1 0.07 Force 14.50 0 14.50 y 11.75 0 11.75 y -1.047 19.33 w 19.33 y -1.895 Page 1 Wall stability; Level; Main Line; B Assembly dead loads; Roof; 0.014 ksf Floor; 10.011 Iksf Wall; 0.010 ksf Stability details V; 0.170 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths Cn to a> CO o o Y r '� J O Y E Y O> Y w Holdown C N •CD O O �Z 0 0 N d 0 p CU 19.33 8.00 8.00 16.50 0.311 26.3 38.8 18.83 0.03 N/A N/A Iw N/A N/A Iw N/A N/A N/AIw N/A N/A N/A IV N/A N/A N/A Iw N/A Page 1 1� C ±25, v° - xi. ., i; adv `r• 0 -re-r-r-- , �I - o7� �'0gpP- R� P- \ Esq CI NG SySj�� - pR�yEv Ndoo ENVIRONMENTAL HEALTH FEB -6 M4 7 COUNTY CENTER DRIVE j �-ADJgGEi� pF1-W� i 1/;,l SIZE (qC): 6• SGAC /r4�� --__ ZONING:CEN PLAA: r1 rt I a fp-04s; ei y 4 to ID 9. PRS No v _26'5E BACK WA f - APPROVEO Eine .Coupty ►Omental F{ealth ASSESSOR'5 PARCEL RlJKEl k -p\ • 33 -61 - os I SIZE QN NCRCS) : 5.84 ()WNE.R NAME/ ADDRESS/ PNORE- NO. �t�crlr ,4zr 517E LOCATIOtA1- 7s 0 LONG BAR RD zoN11 NG: Gr NERAL RW C -ON -'VCT NA\m At- 14u - FN,t' 8q4. - SQzz . SCBILE: I"=100' r 1 O 40 UZI -D FL L) ti) ��Q LJI LLJ 04 :z LO Z 0�' LLJC�/ W . LLJ Z Ln 6 LLJ Id I • 0 0 uj U7 zhl Q) r A 4 CA, 11 ON El vi 0 0 to /Z 0 (C35 A DXAr ENr .LWELL PIzofosEb Holkv 26 - f SMACK PLANNING DIMSION - BUILDING PLAN APPROVAL , Use: 0 Date: _2, 6-0 Parldng:_ Landscaping: Other. W--, — Signature: PARCU RoNAatp\: .33 -ol 0-51 SITE LOCATtol\A-. 7SO LONG BAR RD. ZNING: GENE-Rk NU N A\Kr-- AL 4, Bq(,'- 502,Z - I"= 100' 6, 0„ _ 22'-6'f 11 f-E�„ 12,_0„ -3" 11,-10,> 5,-5>,-71f�_7 '-10 , I I I L=4'-0" 4036 ARDEN 7 BP 7 BP 5040 XO 7 BP BRACED 6068 SL GL DR TEMP LINE £BP o BP + 0 �) BP ---_.-------® 00 - I 8068 BY PASS _ Imo DW 'DINING ROOM-' nBEDROOM 3 Ie r - BY OWNER 4068 BY PASS ----- ----- BEDROOM 2 o — Ij 1/ 2 WALL11 2668 2668 I .----� — _ 48 HIGH N s 7f-400 �,-3a3 7 —4fa ,Z,—O,f-6f>—Oyy II, 'ter o I STOVE (» , 4» 2668 12f_Of, 00 i r J 2468 � �"� N _ I _ x wI I fcy�U ¢I LINEN --..--,__.._----- DECK ;. N BY OWNER Li 8068 BY PASS f LIVINGQ 2 68 10'-9" r t BP :o co io a BP BATH. 06" I I00"a� TUB SHOWER Q CONC k c J COMBO 'r PAD r ,. 2:12 � 0 CENTERLINE OF VAULT L-------- TUB SHOWER — — — J to — i Bps ,- COMBO raj I 2:12 00J 0ln I 8040 XOX Ir voy BATH (BP,o o ICOVERED CONCRETE � 6X6 X068 � � 6 S.C. 2468 ------- ._------ r ._—__ — LIN ' — -:67) — ._... _ — ___. — — — — ,. - /'._ /f �/" r . r%1 "i / , .Err/ f �{... -:. r - E 6X12 HEADER I 6X12 HD — — -T — — 7 B TOP OF 1 TYP RB 1 ® ( I WH TUB 1 2668 CONC PAD SILL i I WASH ( DRYER ( VTO _L=19.33' 01> C r, 5/8' TYP X GYP `t L — — -L — ® -J BD FROM FLOOR TO 5068 BY FOLD --1 BOTTOMSHEATINOF ROOF 1" PLATFORM ESE WALLS I 3068 ., HB. SOLID CORE SELF CLOSER I I �— °F ®¢ � 5/6" TYP X GYP ^ �� � ' BD FROM FLOOR TO C o _j :,ja u BO`fTOM OF ROOF w m a- c> SWEATING THESE u ,I 04 � BP ,. _ � WALLS GARAGE 0 � °'ro N 0 <LLJ � 0uio ( a c7 r h` 8P LINE r, 16'x7' METAL 'SECTIONAL GARAGE DOOR ,t A 6040 XO 9� 3-1/8"x12" GLU LAM 24F V-4 TOP L=6.5' 4-1( @ 11 SHEF ENVIRONMENTAL HEALTH FEB - 6 2004 -9 78 „ „ „ 7 COUNTY CENTER DRIVE 1 - - � -4 3 0 20'-2" 14$-6$0 -54'-0" BRACED WALL BRACED WAL BRACED WAL BRACED WALL BRACED WALL LINE LIN LIN LINE UNE 5 4 3 2 1 NOTE: REFET TO SHEET S-1 FOR SHEAR WALL L u" 0 R 'r"% L A � I �