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Home My WebLink About069-110-018069-110-018 PEWIIT#94-2548 LAGUSSI, ION 321 LONGVIE14 DR. OROVILLE CONT: SKYCREST ENTERPRISES MH ON PERM FND 069-110-018 SWITAC, STAN 06-0219 321 LODGEVIEW DR, ORO I E COnf: OWNER 0 GARAGE 1� Butte County Department of Development Services. eu re, N O T E S 7 County Center Drive, Oroville, CA 95965 �> (530) 538-7601 vnvw.buttecoitnty neydds �� I RESIDENTIAL f APN: Permit No. / owner. i�069-110-018 06-0219 ` SWITAL, STAN Site Address: 321 LODGEVIEW DR, OROVILLE~ r Cont: OWNER - M + Contractor. GARAGE _ Type of Permit- } SPECIAL CONDITIONS x.' ,CHECKED BY [!(SOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS— "" r 0 VERIFY 0 USE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED y?6 :Pe( DATE JOB FINALEPI SIGNATURE: i ' r Jut c P 1.. J ' 1 �3v SPECIAL CONDITIONS x.' ,CHECKED BY [!(SOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS— "" r 0 VERIFY 0 USE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED y?6 :Pe( DATE JOB FINALEPI SIGNATURE: i ' r c P SPECIAL CONDITIONS x.' ,CHECKED BY [!(SOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS— "" r 0 VERIFY 0 USE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED y?6 :Pe( DATE JOB FINALEPI SIGNATURE: i P 1.. J ' 1 1N. SPECIAL CONDITIONS x.' ,CHECKED BY [!(SOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS— "" r 0 VERIFY 0 USE PERMIT CONDITIONS 0 SUBSTANDARD HOUSING LETTER Q ENCROACHMENT PERMIT Q REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE ED y?6 :Pe( DATE JOB FINALEPI SIGNATURE: i . . . . . . . . .. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA 9 (530) 538-7541 CORRECTION NOTICE 2 (Al I I I- I U-1 ONER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction Of work is completed. If you have any questions pertaining to this matter, or need additional P Date Inspector REV 4/05 Phone # & z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 'S OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation„please contact the Building Inspector as indicated below. I �A ME i AM r Dater,/!2-/-)ZInspectors rr� REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 = OK = Not OK MANUFACTURED HOMES MISCELLANEOUS DATE PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning-Setbacks-Lasements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/0-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . NatQ or LPF Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs 0 Foundation 0 14 Exits 1S Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers DATE D E C K S`C O V E R S`C A R P O R T S `GARAGE S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls 3' DATE IPOOLS 1 Setbacks -Easements, 2 Soils; CompactionStructureStability 3 Pool Structure; Steel -Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crc1tng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bones-Enclsrs=pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr, Fencing -Alarms 13 Bonding, Diving board or Slide 41 P S` 415 y, . Pool Drawing = OK = Not OK RESIDENTIAL (Single & Duplex) DATE UND FLOOR DATE IPLUMBING 1 zo etbacks-Easements-Flood-Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle t2'F g w—fft__EIec Grnd Ftg Opth 54 Wtr Pipe; Test & Anchr-Nail Prtctn g Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 D'WV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth ' 56 Shwr Pan; Test, First flr-Tub Acc 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd fir - Tub. Acc 6 Stemwalls Garage; Steel-Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Downs and Special Anchrs 59 Fire Sprinkler; Test Slab, Steel Wrapped 60 Yard Gas Piping - 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrfiw, Sz & Gradj 16.lnsulation 64 Furnace -Vent Acc-Comb Air rnfVentt 65 Attic Acc & Pltfrm if Furnac m a DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties -Pu rli n -Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Ctiannel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One T -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtri Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration-Walls-Wndws co'er 41 - DATE DATE ELECTRICAL 40 Fxtr & Trnsfrmr CImc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex. Installed Close to Edge of Studs & CJ 44 Eqp Gmd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or [:JAL AC Wire Sz Era ❑ CU or El AL 48 Range Circ ga ❑ CU or ❑ AL Chen Circ ga ❑ CU or ❑ AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrnrs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector' FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 -Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Lo6tn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps _ 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb _ 89 Vats abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn _ 94 Corrections from previous Inspctns _ 95 Gas Test -Meters Tagged, Gas-Elec _ 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl _ 97 Energy Cmpinc Cert -Other Certs 98 Address Posted _ 99 Fire Sprinkler Q PgTM�T 10ZTTFO� Department ®£ Public W®.rks o O C o u n t y o f B u t t e o O 7 County Center Drive �op y° J. Michael Crump, Director oroville,CA 95965 BUTTE (530) 538-7681 A 5 COUNTY (FAX) 538-7171 vet►c woF'�` Shawn H. O'Brien, Assistant Director l 0 l q FEB 2 3 2006 iDEVEI OPNIENT SERVICES Assessors Parcel Number: 06�--7/lo -0 i Building permit # J Owners Name:Z— Owners Mailing Address: e- Qc, i 1 114' i� Property Address: 3 Z f Lo DG F_ V► i_0 ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: . • _.. Reason for exemption: ❑ Not a County maintained road Existing driveway conforms to County S-31 standard ❑ Other Approve Printed Name�� --Title /_S T Date Z3 Q CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060219 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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: 03/14/2006 APN: 069-110-018-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 321 LODGEVIEW DR ORO License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the 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 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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).): .CO I, as owner of the property, or my employees with wages as (heir 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 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, and who contracts for such projects with a contractor(s) licensed, pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Py@fessions Code WORKERS' COMPENSATIOWDECLARATION I h eby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 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: Policy #: 2---1 certify that in the performance of the work for which this permit.is issued, I shall not employ any person in any manner so as to become subject to 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Map Index: Description: garage ( 936 ) Owner: SWITAL, STAN AND JANIS 7749 MILLDALE CIRCLE ELVERTA, CA. 95626 916-991-3166 Applicant: SWITAL, STAN AND JANIS 7749 MILLDALE CIRCLE ELVERTA, CA. 95626 916-991-3166 Contractor: License #: Architect: Engineer: Total Square Ft: 936 S.F. Valuation: $22,464.00 Census Code: Apaw eq. 4m"T&/ q This permit is he eby issued under a applicable provisions of the Butte County Code and/or Resol 'ons to o work indicate abo a for which fees have been paid. By. Date.13� PERMIT EXPIRES ON: -5 ❑ 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 purposes. Print Name: -/,f. Signature: - Date: / Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 r �IJT7"� BUTTE COUNTY PERMIT �o O DEPARTMENT OF DEVELOPMENT SERVICES NO. o C BUILDING PERMIT APPLICATION o 0 AND SUBMITTAL 24 HOUR INS ECTION# OROVIL EREQUIREMENTS (E� 538- 636 -CHI CO: (530) 891-2834 BP�v 008>_p o OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BI h CO(JP]�� Website: www.buttecounty.net/dds P -- "PLEASE PRINT CLEARLY'` OWNER INFORMATION Last Name J ,,) t +First Name Addressr-7 City GI Y �� Stale Zip /1,1�-� Z,b � C¢ll�ne Ile �J Fax E-mail [2 CONTRACTOR Name • T S Address 749 l4" (j .Q,� ,Li l City Qin t State / _l�U . Zip /) 6 24 W Pho e 91le -3/ Zip Fax E-mail Fax Lic. # Class APPLICANT SIGNATURE X For office use gni ARCHITECT/ENGINEER Name City in" V), It e, Address t City SRA State Zip Phone q[� RQ (– 9j I Fax E-mail Map /--m/4 State License Number APPLICANT SIGNATURE X For office use gni APPLICANT INFORMATION Name City in" V), It e, Address t City rStateP SRA _. 7p R Phone q[� RQ (– 9j I Fax _ E-mail Map /--m/4 APPLICANT SIGNATURE X For office use gni Zoning City in" V), It e, Crosp Street Flood Zone Policy Number SRA Yes No Occ. Name Tye Const. Subdivision Name ., Map /--m/4 Book (- Page Lot # Date Appr ed: OVER FOR SUBMITTAL REQUIREMEN 16 PROJECT LOCATION Property Address r City in" V), It e, Crosp Street WORKER'S COMPENSAT40N- Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope ofrk: E Sq FT- LivinGarage Open ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 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 fee will be 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. y� Received b Amount: Bldg yg Ij�� l7 SRA Receipt #: • 177 V� v Sheriff LA SMIP n b Date: Other 1 �l/ Total. SUBMITTAL & PERMIT REQUIREMENTS . The following drawings and specifications must be submitted to the Building Division in order to apply for a pelmit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ' No graph paper! j� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. f 3. Engineered truss details and layouts in duplicate (if. required). No faxes! 4. Energy compliance design and supporting documentation in duplicate. ✓❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in. triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review. (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8: Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if'required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant of (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and .fees will be required. A+v REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the.person who paid the fee. The request must be made within two years from,<the,%date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, 'on issued permits refunds can only be made if no construction work has. been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: T/ T �-- ASSESSOR PARCEL NUMBER oy '� ^ 110 �0 / 9 Proposed Building Use: �-- 13 G 1 Permit Technician: C.7 Date: \Items required in order to apply for a permit. All boxes MUST b9. ecked OR marked NA in order to apply. ` ► P 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ry 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) f G &A-99tA9 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... r ❑ 1 . Erosion Control Plan Required........................................................................ /'/19.,,fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ . City of Chico Plumbing permit........................................................................ 21. Site plan and business license approval from the City of iggs. ....... Wit.... California Department of Forestry plan approval paid. Sent y 23 Planning approval for (A) Use: AK (B) Parking: (C) Parcel Check: ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... a. NPDES Form............................................................................................. 27 Encroachment Permit for driveway from the Public Works Dept ........................... ❑ Y8. Contractor's license information. (Number, Name Style, Classification) ................... ❑ :29. Worker's Compensation Carrier and Policy Number .........................................: /J 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �T�yy 91 ' 31 b d and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /' _ Date: / ,--, ', f 1. Index permit applicationthe above�l ems numbered: I Plan Check Letter 2. Additional items re Contractor, designeVoer, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: -1�-d6 Contractor, designewas advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date Structural approved by: Date: Note transfer by: / Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecouhty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner swital, stan APN No: 069-110-018 Application Date 1/31/2006 Permit No: BP 06 0219 RECEIPT DATE Tech/Asst 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $549.90 329.94 Plan Check portion of Permit Fee $219.96 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 $95.00 (State Responsibility Area) Building Inspection $109.98 $109.98 NON-REFUNDABLE portion of fees due at application $314.96 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $424.94 G -5 ^ 4 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) X52-25�7, = 5 Additional Plan Check Fees (NON-REFUNDABLE) 6 Other*: 6a Other*: FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 7 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 2/14/05 MH County 4096.87 3071.14 3117.43 l + Chico Urban Area 5372.09 3995.45 4889.56 EI Medio Fire District 3128.31 2297.77 2326.36 North Chico Specific Plan 0 SR -1, SR -3, SR-1/PD 7938.531 6757.081 0 R-1 8031.53 6850.08 do R-2 7541.531 6360.081 7633.49 7726.49 7236.49 R-3 6780.531 5599.081 6475.49 RECEIPT DATE Tech/Asst Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE )Not collected when Impact Fees Applicable) Enter Bat.# $200,00 8 DRAINAGE FEES* 9 CHICO STORM DRAINAGE 770 Butte Creek $7,736 MASTER PLAN 771 Comanche Creek $8,069 772 Little Chico Creek $8,792 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value RECEIPT DATE Tech/Asst 773 Big Chico Creek $6,596 774 Lindo Channel $8,139 775 SUDAD Ditch $6,975 776 Mud -Sycamore Creek $6,070 777 PV Ditch $8,603 More than 1 acre, existing buildings - fees to be assessed by Public Works 9a Fee Determination Sheet Needed - Enter amount determined by PW 10 THERMALITO DRAINAGE AREA 1 $652 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $130 At time of building permit 10a C� $130 annual renewal fee for first 4 renewals. Not to exceed $652. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after plan check is completed for applicant to take to respective district office. 11 SCHOOL DISTRICT FEES* 11a RECREATION DISTRICT FEES* At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: //�'/6 Pursuant to Governme code S I 66020, you are hereby notified those Items followed by an "*" may have been imposed o your project. You have 90 days from the date of approval of the lett or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 1105 OA, Department ®£ Public Works o C o u n t y o f B u t t e C 7 County Center Drive o CrovWe, CA 95965 J. Michael Crump, Director (530) 538-7681 (FAX) 538-7171 Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 06; -- ifo •-t) 18 Building permit # Owners Name: St/ -q f -i —S;:� z • w, 44 2--- Owners Mailing Address: 3 l � QG r 11 � e� P Property Address:',32( Lo D6 c V � �—(,J ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for. exemption: ❑ Not a County maintained road Existing driveway conforms to County S-31 standard ❑ Other Approvedb. Q y Printed Name 11 nd e/S Title /ZS Date '212-:516 CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. 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 material for construction of this proposed �\ property improvement: YES [,--t NO [ ]. 2. I HAVE [>e_'J HANE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: 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: `'—��PROPERTY OWNER: DATE: z � i D G 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. Rev'd 11/4/2004 Butte County Department of Development ,.Services �urr� ADMINISTRATION `BUILDING' GIS `PLANNING o i1&0 N�� I 0 7 County Center Drive c Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pernut. 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 owneis who are not licensed contractors are allowed to perfonn 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 contractor 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. J7rhli•:f�i:� • Department. of Public Works f=, �` -C o u n t y o f B U t.• t e H:- J. Michael Crump, Direetor LAND DEVELOPMENT DIVISION '��•`� e' Storm Water Management Pro;fzrn C'0 (� '(� / 7 County Center Drive p'-ClC yv0�`�S Orovlle, CA 95965 (330) 538-7-266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN I ACRE] Project Description: (4 . -,' Project Location andlor Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit frori the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: [OCe710A1 LNen L EC7EA)12 f - SET//P'RE9d?, e5 4108 • - fOONO MONC/MfA/r,66 /NO/COTEO 0 9) - MEd Su?f0 (0) - i6 MdP5 9 (PF) - 80 MCPS BS /50. oo'CA+J /e - -- �— RCE?9067 ' 1 �— /do. rT Rv) /60, aB'(Ad /7z 6B'!Ra) /7z.7rr•N.J RCE /ao6T — Ed 5 r I /RJ/?FJ d83. /5' PARCEL MAP Rtf/ad6P I !_7G 8 RTWE/dwAwEMEINTfO? LOT 30/, AWIY/1/126E15TQTfS,IfA//T IV 19aWAAF05 e . A8 M 5, I YIA/6 /A/ SECTIOA1 AP, T1VA/, ?4E, % M.12. M, /A/Tl/f U(//A/CC'/h0/IATE/J L!/IEQ A-MITA.lQL. RQ5/S OFfJEQ/I/AL65 F0/7 ✓OELEMQ, ✓Q. _ we soary C /NE Of L Or 30/ rd KEN 9E7WEEN ' PO/N75 14101C47E0 dS Ed ST" PFR SURVEYORS CERTIFICATE rN/S MaPWg6 ME/d PFO eYwG MUNRERMYOIRK//0.V CNP /S� SFO UPONC NElO SUOVEY/NCp4i0/1MCNlE W//r4rNE/FIX✓PEMI.{N�9; ' 5498/%S/ON MCP/YrgNO[O GL O?O/NGNCFgrr,/GPL�J/;.q COUNTY SURVEYORS CERTIFICATE ABM..LR. LW ./ANy[ /w9i,/NEPEBY sri rG n/gr7J/Fd'i[(PCF[_A/'iL\ THismAp CONFORMS wrrH THE REWIREMENTS pF THE SUBDIVISION NO SU95TCNriq[LYC0.4LaPAIs> 1NFd//RCYEP gRtMvO/YLaVd[tYq/dlC� MAPACTALOCAL ORDINANCE. DATED: /o1.10/BS 12Nrdr/Vl Mdn LFONY, F " m( IL(MC4UMFN/6s//OWNNlPEON dPFo/rNGCNdr.CTFd/,[ACfyPY 6,, rose/GAHr /Noicgreo, I rNE M[AV4MFNl5 OPE /pli/C/FNT 18 FNe®[F ZB a ro s aFr?gCEO. :q� `ll , �'OMN O. CNLLirOlf! �ON L9 dP[AS CLAYERRY 2 COUNTYSURVEYOR + NOTE: AN AFFIDAVIT OF OWNERSHIP IS BEING CONCURRENTLY RECORDED IN - NOTES= go BUTTE COUNTY RECORDER UNDER SERIAL NUMBER REC�RDER(S�FICATE FILED TW507L DAY OF 1903.AT B:40 -QM. IN BOOK_ OF MAPS AT PAGE rll�_, AT THE REOUEST OF 't-, eJ TNESf [d NPS Md YBl Su.9lfCTT0 Ed1fMlNTS • --A dN9R/6N754-,Ovd r es/fR Aad O. P. r4r, rNE u GD PLANNING - ExdCr COCdr/ON Of wN/CN /5.VO r0[uCOsfO � OROE. RLVCAL" ., SURE M W10VR1E. CAUFORMA 85965 (B16)S3Y2D86 - /NOfEO ANO W!//CN /51107 3NOWN ONKfLIY 0/0 - B3 ?106E E574 7E5 UN/T �/ MOP. - • BJ 7NE0ELdN0-4 MAY 9E SL/9JECT TO REST9/C7- /0N5, C0YENAA/7S eN0 ?ESER✓dT/ONS fER /64r O.R. TBr, 17S7O.R: 5/S, /758 O.?. 69r 4A10 17SS O.R. 65. , CJ V4RCEL 2 MdYNOT 9f FUR7NfR0/Y/0E0 UN7/L 44CE55 MEE7/N67NE REOU/RE - - /O •W/Of E45EMEN7 f0? PU9L LC t MfN75 Of SEC710N ?O -/94 NOS 9EfN (/T/L'/7/K 70 RE?ESEQYEO /A/ 0EE?5 P?0Y/4E4. RCE /9062 ` F017 711E 9EA1/F/T OF L EY/5T/116 /O'—► . ��` �`` �. ` _ ` 35' S"•/Q _SQ '7 l A0. FWAA RCE/9062 I O, 56 d C?E 1 / F007N0 dCCESS STR/P p I N/ $ N $ ��•, F [OCe710A1 LNen L EC7EA)12 f - SET//P'RE9d?, e5 4108 • - fOONO MONC/MfA/r,66 /NO/COTEO 0 9) - MEd Su?f0 (0) - i6 MdP5 9 (PF) - 80 MCPS BS /50. oo'CA+J /e - -- �— RCE?9067 ' 1 �— /do. rT Rv) /60, aB'(Ad /7z 6B'!Ra) /7z.7rr•N.J RCE /ao6T — Ed 5 r I /RJ/?FJ d83. /5' PARCEL MAP Rtf/ad6P I !_7G 8 RTWE/dwAwEMEINTfO? LOT 30/, AWIY/1/126E15TQTfS,IfA//T IV 19aWAAF05 e . A8 M 5, I YIA/6 /A/ SECTIOA1 AP, T1VA/, ?4E, % M.12. M, /A/Tl/f U(//A/CC'/h0/IATE/J L!/IEQ A-MITA.lQL. RQ5/S OFfJEQ/I/AL65 F0/7 ✓OELEMQ, ✓Q. _ we soary C /NE Of L Or 30/ rd KEN 9E7WEEN ' PO/N75 14101C47E0 dS Ed ST" PFR SURVEYORS CERTIFICATE rN/S MaPWg6 ME/d PFO eYwG MUNRERMYOIRK//0.V CNP /S� SFO UPONC NElO SUOVEY/NCp4i0/1MCNlE W//r4rNE/FIX✓PEMI.{N�9; ' 5498/%S/ON MCP/YrgNO[O GL O?O/NGNCFgrr,/GPL�J/;.q COUNTY SURVEYORS CERTIFICATE ABM..LR. LW ./ANy[ /w9i,/NEPEBY sri rG n/gr7J/Fd'i[(PCF[_A/'iL\ THismAp CONFORMS wrrH THE REWIREMENTS pF THE SUBDIVISION NO SU95TCNriq[LYC0.4LaPAIs> 1NFd//RCYEP gRtMvO/YLaVd[tYq/dlC� MAPACTALOCAL ORDINANCE. DATED: /o1.10/BS 12Nrdr/Vl Mdn LFONY, F " m( IL(MC4UMFN/6s//OWNNlPEON dPFo/rNGCNdr.CTFd/,[ACfyPY 6,, rose/GAHr /Noicgreo, I rNE M[AV4MFNl5 OPE /pli/C/FNT 18 FNe®[F ZB a ro s aFr?gCEO. :q� `ll , �'OMN O. CNLLirOlf! �ON L9 dP[AS CLAYERRY 2 COUNTYSURVEYOR RP 69-//-09 Y + NOTE: AN AFFIDAVIT OF OWNERSHIP IS BEING CONCURRENTLY RECORDED IN - THE;FFICE go BUTTE COUNTY RECORDER UNDER SERIAL NUMBER REC�RDER(S�FICATE FILED TW507L DAY OF 1903.AT B:40 -QM. IN BOOK_ OF MAPS AT PAGE rll�_, AT THE REOUEST OF 't-, ^fi -�G� ENGINEERING SURVEYING --A T ■ ■ u GD PLANNING SERIAL NO. R3 A SCC n FL FC 402 wA OlCKGP //C��O4��N%%7V /R/�1LfOR/O/11E4 BY �p.�`-9.t,6�d[ L � OROE. RLVCAL" ., SURE M W10VR1E. CAUFORMA 85965 (B16)S3Y2D86 DEP - 0/0 - B3 RP 69-//-09 Y Southern Californda Fine ,tial Corporation and Bu tt. County Title Company Trustee u de ordetl Deed of Trusi, a of the lands included within '"'Kelly Ridge Estates Unit One"'wa rahorn with- in the caloreE border line on the a n xetl m do hereby certify I we a the pe ra one whoou < r. ant"is necessary to pass clear ti!]a to"said In nd and we c ,sent to ;he preparation and recordation of said map es shown within the colored border linen. Those por- tions of Lodgeview Drive. Silver Leaf Drive. Kr is tee ?lace, Crean - brier :hive, Chaparral Drive antl Millrrest Avenue es shown within the colored harder linea a aitl me are hereby offered for l.dice- tion for ..blit use for co my coed"purposes and for inatellot ion and n tnt6i,e,,e of Public "Utility lines. We also offer for dedica- tion,"and do heraby dedi, e to for specific purposes, the fall ow In,: (R) Rights o` way antl ease ante far water, gas, sewer, drainage pipes, and urdexgroundvrizes for electric and t.lephona ear- ' , together with any end ail appurienuncea apVerteinee; thereto, on ov r and under tho9e .trips of lane designated "PUBLIC UTILITYeEASEMCNT". (B) Easements for light e d air over those .trips of land ly_ng between the front anE/or ai de lives of lots anti [nose lines thereon designated "SET BACK LINE". Enid stripe to be kept .Pen enc free of buildings. (C) Righta of way and sa ants cf drainage piPea end .they drain- age ways together withmany and el. ,, urtenan.:. epparteini ng thereto, on over and under Lose stria of land design. tea "DRAINAGE EASEMENTS'. ' (D) Easements for ee rth slocea. unEergreuna wi as end c..tit' for ala r.t tic end telephone, we te- sewer and a a service, toga then with any and a+1 eppurte,,scar. the zero on, over and under 9t.i P. of land eight (C) feet i width within the lot. and continua us to any streetar other xblie way, t"aethor with the right to trim, or remove the necessary tree", trea limbs or brush. (E) Rights-of-way and a Bent" for water, gas, se drainage pipes .nd other dzainnge woy9, ar.d untlezgraundww ren for elec- tric and :ale Pho ne se v'_ce", together with any and all acpur- t.n.nces appertei nin gr thazeta. Nn. over and ,neer all of Parcel. A. ?, C 'pp"- E es shown. (F) Reeerveticn arahibiting vehicular ingress end/or ogress a and ac s the9e otriVs of Rend abuttingnKeliy Ridge Poetl andvdeeig- nated "NO ACCESS STRIP". BUTTE COUNTY TITLE COMPANY (Officer) (Cfficer) sce CAm.•si UTIJERN CALIFORNIA FINANCIAL CORPORATION %•c•Fsr.i'— —_ acxs bei '` 1Stete of Califcrnio ) 1 1 s i County ny, Cnt ear 1970, afar /! � • :e--Qe.e.,l� Yo ?ubli.. in end far a" , sty, person.42E.7-- h ll.v PF e � nn 'to me stn be the iC..w,.Ei of orP r n that e c ted the within in.tcumen t, antl also known•, t ca me to ba the Pe roan who, exec. ted i; on ba he if of such cor,.r.ti.n and eckn,wl- t AgI.e t..m>.th p:t�u: -potation ex cuted the nam . aouva v li �� cvla,r Public My C... iaaion ^/y�/ "ryw rYA etMl, Rmnf Mlk expires (}t, comMupa fx A ]a. Im State of Co <for ) Count a 1 to Public, in and for `" w o ty, ta4a o to e to e pereone epPee 'Ql mntry Oft c do that a ecuted th with in Dna ;rend .lac known to" p" he the person oho a cu•t ad on behalf une and corporation and ecknawl- J .$'a 4EA.-Nin.• urn carpo:. ;ion ex wed the eO1rrolaR,u MUCH 'F/ �a .can aaoar .c N a ry PAS�%6 elK]I. KNY h'tfk My fammiasior. exat vee ��. //7� fAr ca"mJmmn emk., lur rs, lar+ State of California ) County yoAof,�_ as. Un QLC, 1111) afore me i/N/1� /NdfGL/ N Lary Publ'c, in and for Colnty, 5 ami to pf ' 0 r 11 T n to me etc bepthe Y y "p /( S/ of the corpora- tion that a .ted the within instrument, and also known to me to be the peva on who a ted it an behalf of such corporation and acknowl- .dyed to me that sue carpo redo cu tad the same ^^.....".....,eq. Ai VIRGIMA'm I! tO _ 7 c Nak.r Puark. S --�C_y IgIq best. "tory ruh i My Commission expire --r .jQ State of California ) Courn- oo` (� f- ) sa On (%G, 7 197J, of ✓ ;Y, G' �d to y Public, in and for �' L -y ! C/%a� /SNI Faranenl)y ea7eore.d me ON " NA��W%Ai known to -e a be Lha AFL'r 1, 7P., of the corpare- tion [hat executed the within, in.tru,dn:, end also known to ce to he the person who a ted it or. exeoehalf of such corporation and acknowl- edged to r thatxeuch corporation c ted the save. h!, V!RSIMA' LINDSiY, lMM1ry V.yk • CeWn4o Ccvnty of Sd1A No ry Public Hy Cc m,iaai,n expirer�UA/F 1 Dan J. Cook h rob a rtif the I Registered st Y c red Ctv ti Engineer of the State o` Cnlifarn in; that the a .rv.nap of Kelly Ridge " [state. Unit One correctly re pre ante e e node under - n t<e3rhjZ _& 1970; that the a veyvr ,,plate eo shown; that"`, a ants shown there an a I,L end . of ,,.plate roc ter and cuPYnthe" os ition zrc_ce ted end xa re cuff is ant to enable t1. sur- vey to be re traced.s a A—) "an J. Codk� S.C.E. 130612 1, Albert. J. Nalsh, Director of Plann'nr, of t e Planning Commieaian If the County o` Put te, State of Calif. rnia, do hereby certify Chat the annexed final lap of Kelly Ridge Este Les Unit One conforns sub- wnnti.11y with the sutdivi.ion design s .wn ppe Tentative M,p hich sea approved by this Cammiesior. an"tha "" %( day of ti�.lf.L 1970. fukit G,�/` .Alba t J, tl.I., Dire rtor of Planning I, fley Ceatleberry, Dixectez of Public Nor,, of the County of 9u tte, State of California, do hereby certify that 1 have examined the final .zap of felly Ridge E.ta tee Unit One and that it is substantially the M. ee whut eppea-s an the Tanto, i v. Me" on file end any approved alterations; :hat all the previa iona of the Subdivision Map Act of the State of California and any local ordinances applicable at the ti m of approval of said Tentative Nap hes been camolied with and 1 em. antisf ietl that the nap i3 tech/n3'/csl ly O / /�/[ec L. /� ,a r - .y �btleberry R.t.E. 14224 1, F. M. Sealy, Jr., Auditor of the County of Putts. State of Ce lif.rn ia, do hereby certify that there .re ro Lex ! ens against Kelly Ridge E.rates Unit Onn as hereon set forth a unpaid Ste te, Coon :y, Municipal. or local ac a.l foxes, or spacial a ant, not yet pnyebl.. Tax.. a sse s ahic re " lie "but net yet payable, + estimate to be i, Cthe"nmauni of /�JSdG. DO t.1r, � IF BY:e-4_'0_ * I."rte Count Ra. 'tor I do hereby certify :hat o the �� day Of QGTD Le r 1970• Lha Butte County 0aerd of Supervisors officially approved the Sub- division Map of Kelly Ridge Estates Unit One. The rack of s tis- feetory a cu ri ty in the Auditor's anti ma ted amount of S2 C .OIJ to insure"payment of taxes which era a lien but at yet p.yable w e acknowledged. Lodgeview Drive, Silver Leaf Drive, Kristeo Place," Greenbrier Drive, Chaparral Drive and Rillcre"t Avenue, shown o aid map end of`e red for dad is a tion ore accepted an behalf of the public far x..d purposes. By: Retarded in the office of the Na -order of Bu ;te C u ty, State of Californ'a, at the eqe=t f (�._}is �.-_" `tom G this Je; day of �,.L��, ]Y70, e;L ••Les pact o'clock A_.M., in Map Bock ./J at pagepp /a Recorder Number /0370',C ds.. -'__ _ Louise Klue �U901V1510N N8 KELLY RIDGE ESTATES unit -,-one OEINO A PO(LTIOIV OF THE EAST It OF SECTION 12 AND TWIS EAST ifi OF SECTION 1. T. 1-3N., R.4 E. M.O. M. BUTTE COUNTY,CALIFORNIA OWNE(Z ANO 9Ue C)I VtOER+ SOUTHERN CALIFORNIA FINANCIAL CORPORATION 9260 WIL6NI1ZE 6L1VO. FSE'/ER LY W I LL GA LIFORNIA COOK ASSOCIATES ENGINEERING CONSULTANTS OROVILLE CALIFORNIA 6 a=BT 1 0= /0 SWEETS 1 .tet J v ` �. (�11 5HEET4 P.cl a , C E msRaC. 7 o ACP FAG Es KELLY . RIDGE . ESTATES unit -one CDF FIRE SAFE REQUIREMENTS AP# 069-110-018 PERMIT # 06-0219 NAME: Swital Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved or concreted. Grade will not exceed 20 percent. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. Required if driveway is over 300 feet in length, will have a minimum turning radius of 40 feet from the center of the road and be located within 50 feet of the buildings. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] Gate entrances shall be at least two feet wider on each end than the roadway they serve. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 -foot turning radius shall be used. Addressing [X] All buildings shall have a permanently posted address, which shall be visible and legible from both directions of the road the address is located. The address shall be posted at the beginning of construction and maintained thereafter. Accessory buildings are not required to have a separate address posted. [X] Size of letters, numbers and symbols for addresses shall be a minimum of 3 inch letter height, 3/8 inch stroke, reflectorized, and contrast with the background color of the sign. [X] Where addresses cannot be seen from the roadway, the address shall also be posted a single post located at the intersection of the driveway and the road. C 1-11 F Is IN I R E M E N T S Setback for Structure Defensible Soace [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1) All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. See "Other Requirements below. [X] 2) For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site. development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [X] If your property was part of a parcel split after July 1991, you may be required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Fully enclosed eaves on entire structure [X] If Building Setback is Less Than 15 Feet: ✓ Class A roof with fully enclosed eaves on entire structure and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal [ ] No Additional Requirements 02/08/2006 Date Last Revision 1/25/2006 Darren Read Signature nm� xox�Ift AND WNS RECORDED NAIL TO: IfOE BUILDING mrtfT 7 COUNTY ADW= OROVILLE an. STAT[ and IF DIVISION CENTER DRIVE CA 95965 r44490 94-044890 94-044890 4 0 I�tec Fee .OO I Total.00 corded I al Recordnty of Iutte e+J. Grubbs,l ecorder 26-OctLj4� l `, [OMS XX 1 NOTICE OF MANUFACTURED HOME, (MOBILEHOME), OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Y Recording of this document at the request of the Iotas' agency indicated is in accordance with California Heo M and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real property. RONALD A AND LORAINE.A LAGUSSI BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT WW CERTIFICATE OF OCCUPANCY 120 JAN DAR ROAD 7 COUNTY CENTER'DRIVE MAILING ADDRESS MAILING ADDRESS OROVILLE, BUTTE, CA 95966 OROVILLE, BUTTE, CA 95965 CRY COUNTY STATE ZIP CITY COUNTY STATE ZIP 321 LODGEVIEW DRIVE 94-2548 (916) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER (If ,also property owner, write "SAME") CITY COUNTY STATE ZIP UNIT DESCRIPTION BUILDING PVWT TELEPHONE NUMBER 10/18/94 sft&ATLmE Of LocAt,A N OFFlC!AL DATE COUSIN GARY'S DEALER NAtAE (Z= M -t - Aer.les sa.e, .rite "4C4:": 91265 DEALER LICENSE NO. SKYLINE 1994 LEXINGTON 5512 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 2T-70-0348-H-B/A 66'X26'. ULI 391363/391364 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #069-110-018_ ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983,.IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR AND PUBLIC UTILITIES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, . 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. HCD FORM 433(A) 4/86 f C T AT CCU C B RMR NO.94-2548 Address or location of nc)321 LODGEVIEW DRIVE,- OROVILLE L*904 Description of A.P. #069-110-018 Real Property _ ALL.THAT ERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFOR A, COUNTY OF BUTTE, DESCRIBED -AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR AND PUBLIC UTILITIES -OVER -PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. A E Mobilehome/Manufactured Home E)Commercial Coach has been affixed to the real property described above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's none: RONALD A AND LORAINE A LAGUSSI Owner's address: 120 JAN DAR ROAD,_ OROVILLE, CA 95966 INSIGNIA OR HUD NUMBER: ULI. 391363/391364 SERIAL NUMBER OR V.I.N. MANUr-AC TURER'S NAME SKYLIN_ YEAR OF MANUFACTURE: 10/18/94 04Co 5 1 iC r71601 1994 (916) 538-7541 M- I C i t Ll S I 1-4 G F"� rbr .:;! 1 r'. 3 4 3 4 9 6 KAN'� yip; I X8$52-} 39350 SKY 1 3 355 1 sol-,bl-o: -SKYCRFST ENTERPRISES INC (f} ' ' DBA COUSIN GARY'S FAC BLT HOME i T ' f SKYLINE HOMES, INC. 1720 E. BEA14ER ST. P.O. BOX 1870 X3468 HWY 99 EA5 _ WOODLAND, CA 95776 CHICO, CA 95926 (916666-0974 i PRG fa1E ... �- NA LEXINGTON I FI(vaNC1=D8Y;ITT COMMERCIAL FINANCE ISHIPTO: COUSIN GAF, ' S CHICO PO BOX 10877 I 13468 HWY 99 EAST PLEASANTON, CA 94588 CHIGO, CA 95926 A,'-PROVAL NO./NAVE APPRDVAL GATE ( "'BASE PRICE 09070022 1091 07/1994 _�_. FLGOP PIAk _ CCD tGESCF.IBEUTHERTF.Rtd3 '. 9a..1 OPTIONDE_CRIPTION --I -SKYFIN 1 14: 12 r... _� Pitch �IJA7E,�r,�,iPEd HO'N9MIPFED I Order Date Offline Date 1 Rear door W/Wdo 09122 1994 1CONVOY 1 08/30/1994 09/13/1994-{ 1 Sliding Glass Door 11`)I -1(P.00 tag Date) UUST.OFDERNO. IDATETALLIEO I 1 Dual Glaze WdOS W/[jridS I +0t9�Q/R13t.NO19�94R:<13>`86 -0922 T1 Electric Doorbell 1 7 1 Foundation ReadyS OF-6R65X3! 1 'Flush Uaxmer5512-CT T-70-0348 H -B I ZT--70-0348-H-A 661x131 1 1 14 Wdo recessed walr,-rr/bay I 1 1 (Texture Kitchen _ __ DESCRIPY�bN.....: _....! 1 Omit Refer 1 2T3CKSBFM2BOTCATH _11lWire for Dishwasher :CZE 66'x26' Orefall 19ngih a clUd -a approximate: ioor foot hitch 1 ID 1 spo S a. l TECHNICAL INFORMATION ( 1 iHl/I"' -cel.ain Sink Insulaaottlor,aticn R.Vdltie ApproXimaleThl"nes, 1 IReces__-ighting r-.airn� R21 711 (I 1 ,Plumb for ice maker v,all R11 3-1/2" ! 1 ETexture Utility Room ('?s�•�;`} il, r R11 3-1 2" 1 iWire for Freezer VlndI-c•od 1Heat Zone -. 1 iUpgrade Water heater 40 P ZONE -15 1 _ - 1 --� 1 1200 amp service Ca,t,fic_uo,,LjM)el,:umbar(s) i 1 Wire for Ceiling Fan I ULI 391363,ULI 391364 1(Wire for Air 1iExhaust Texture M/Bath L.r **VOLUME INCENTIVE PROGRAM ; 1 1 Avclun+e lnoan;ive_(enhe11G9mpnt) prcgfanl opplles to thi9Invoice. For full lnforma:ien 1 1 12 2 x2 Z Skylight ' (supVlrrnanlaLdis� _;.KUra:.jntrilr_la.ViP S[yl'tnrSpC'atln� P n ao;�7y3; FlkhaNJ�L43`.t',.oz4�� 1 IZ i1Su lat lOn : R21, 11, 11 f2':s•� x521). I 1 lBasel--- -d,s installed I Roun.hers 1 Carpet 1 ICZrpet pad i I Add optional desk 1 (Lap Siding I{{Metal Faucets 1lExterior hose bibs i I__..)Subtotal page 2. - _ TOTAL PRICE WITH OPTIONS FREIGHT ( 211 ) SALES TAX ( 224 ) ( c ( ) 37,360:00 445.00 130.00 400.00 450.00 30.00 250.00 400.00 895.00 400.00 -31.3.00 45.00 95.00 125.00 95.00 40.00 175.00 35.00 40.00 95.00 200.00 80.00 250.00 80.00 150.00 225.00 105,00 175.00 855.00 250.00 350.00 75.00 200.00 80.00 44,627.00 850.00 NOTE: Sorn9 running gear, Inoluding 1irn, wheels, 8x19?, z�pfinge and broken are ral,5cd alter Car9ful GRAND , -,;IAL 45,477.00 Impedtk;n. NOTICE; Check of Dank draft received -jr mercharlr�lSa covered lv d b Involvenils Cor not consliU.11s LESS DEPOSIT payment and 1111E to same JUN? not pas until sa2h thereot h+ received by �}ryline Cervoratlnn. ryry [ _ 4 Cj , 4 7 7 . 0 0 1 The under>Igned hefel.,Y Acknowl9rJge9 dr -..livery and acceptance of the desc?ibed unit. ��LAIY �./� - .. - i _ NOTICE TO DEALER: Wh9n acceplln{g d9liveiy of till? Shipn7rt'R be 5Ure to exalvllnr home camfull Srld hav+ 5 forlodage or damage, no,cd on your ch9ax oUt 3he9i'+✓hich muef b9 returned 1, the driver. W9 cannot assume rssp y • (SlGNATUREI w T DATE - damaga to homea in trenslt unle_xr notation of_shortago or daroag9 I;, made whmn aacepling d91N8ry- - SEE CERTIFICATIONS ON REVERSE DUPLICATE INVOICE - DEALER COPY Wm W, L ! _l�SrM*��]*.•A-" FN "' r`aFSi�!' `sl c U IRI 3 I F: �� F 4 t' v+ 1 6 3 4 3 c: 4'? e=. L F.03 OCTOBER 25, 1994 TC) WHOM IT MAY CONCERN THIS LETTER IS TO INr O M YOU THAT THE MANUPA(:::fUREb HOME WAS .JIJS-f €lUIL.-T ON 9/7/94. V HOS NEV4R 8CON PLACED QN ANY F=`;QPEk r'Y UNTIL Now . SHOULD YOU NFEO ANY %QTneR INFORMATION - PLEtiSS CALL MM AT 910- 343-8494 r THANK YOU,- SANDY OU,SANDY VAN MR.S'f°:i NE OFF T A MANAGER • � 1 Y.i N a. R COUSIN GARY S 9163438496 P.02 ,r .e v�.nnr-.v.na.� .-nr• n,•.nuim�.M:ru•:•. wi��.: ,.: •, v � -r v� a .• .• •• "- -• - TEL No. Oct 25,94 14:22 No.008 P.01 w0w) 09PARTMENT oR NOUSinGFANOLOOM1UN;TY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AWTITGING SECTION STATEMENT OF FACTS This unit is a:- Mob,itehome• Commercia-lxw:Ea`ach�F :-[� Fioa.ting. Home. [ Truck Camper Decal L cense) No. s) Trade Name S4rial No. (s) Let le; n +0 n ;1.-r- -7 o -0 314 . I/Ke, the undersigned, hereby state that the -unit described above: S -14W ANP WA4- BAN. Rte . •mal %PEZZ�t 136FOA6 -TMS rM'1$Ae-W - Affient•further agrees to indemnify and save.harmless the Director of Housing and Community Development, State of California. and subsequent.purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of•a California certificate of title covering the same. -I/we certify under penalty of perjury that the foregoing is true and correct. :Executed on ��at a e y tate) Signature of each affiant i Printed name of each affiant .Address 3 2- cze,V1'6w Lz City o2av« Lr1 state • w� 'MCD 476.6 lRev 11 M t Mid Valley Title & E►sx=.ow Company 2295 Feather Ricer. Blvd Suite x'* Oraville, CA.. 95965 (916) 533-6680 ESCROW NUMBER: 143563AM TC®AY' S DATE: 8/17/94 PROPER'T'Y: VACANT LAND LOCATED AT 321 LODGEVIEW wxm CO:iC�SING DATE: 8/25/94 CROVILLE, .CA. 95966 AP NO.: 069-110-018-000. ESCROW M STATEMENT OF: OTHER PARTY: RONALD D • e . RANDYsir. EFF ESTI MTED BUYER'S CLOSING STATEMENT DESCRIPTION --------------------------------------------------------- -------------------------------------------------------------- DEBITS CREDITS Sales Price 30,000.00 ----- Deposit By 500.00 <Loan Charges> <PFMATE TABS ACIi AL> - Escrow Fee MID VALLEY TITLE & ESCROW 00. 150.00 Document Preparation MID VALLEY TITLE & ESCROW Co. 20.00 Title Ins. Prem. (OWNER'S) MID' VALLEY TITLE & ESCROW Co. 300.00 Recording Fees 9.00 County tax/stamps: Deed $ 33.00 Mtg $ ---------------------------------------------------------- 33.00 Subtotals 30,512.00 -- Balance Due Fran Buyer .00 30,012.00 TOTALS ---------------------------------------------------------------------------------------------- 30 512.00 30.,512.00 It is agreed by the undersigned that the foregoing statement is tentative and that it may change if a orange in the closing date occurs or if any other unforeseen contingencies arise. In the event changes in the statement bei necessary, you are nevertheless authorized to close this e -coca. It is that we will receive a final statement of acootmt if the above -els are charged. Day of 19 Mid Vane Titi ESCROW NO. 143563AM If instructed by the parties prorate and/or adjust the following. items checked below, as of close of escrow: (7) 1. Taxes based on the amount of the last statement of the Tax: Collector issued prior to Close of Escrow. Of the amount of the new tax bill issued by the Tax Collector after close of escrow is more or less than the amount used for proration purposes, the difference, if any, will be adjusted by the parties herein outside of escrow.) Sellers are to forward to Buyers any present oe future tax bibs on property herein. () 2. Insurance (including FHA mortgage insurance, if any). () 3. Interest on all existing trust deeds, improvements assessments and/or bonds taken over by buyers. () 4. Rental per rent statement handed you. O 5. Charge the buyer and credit the seller the amount of any funds held in an impound account, in connection with an existing loan. () 6. You are to hold for me -- shares of water stock of the --. Company.. ( ) 7. I hereby agree to pay any charges including usual buyers escrow fee and any advances acid expenses that are properly chargeable to me regardless of the consummation of this escrow, as shown on the Estimated Disbursement Statement attached hereto. and made a part hereof. At the close of escrow you are to mail all documents, checks, etc., to the person entitled thereto at the address shown in these instructions. TIME IS OF THE ESSENCE OF THESE INSTRUCTIONS. If this escrow is not in condition to close by 8/25/94, and demand for cancellation is received by you from any party to this escrow after said date, You shall act in accordance with the cancellation instructions contained in the general provisions attached hereto and made a part hereof. If no demand for cancellation is made, you will proceed to close this escrow when the principals have complied with the escrow instructions. THE GENERAL PROVISIONS ATTACHED HAVE BEEN READ AND ARE HEREBY APPROVED BY THE UNDERSIGNED. These escrow instructions, and amendments hereto, may be executed in one or more counterparts, each of which independently shall have the same effect as if it were the original, and all of which taken together shall constitute one and the same instruction. Upon consummation of'this escrow, you are authorized to disburse in accordance with the Estimated Settlement Statement attached hereto and made a part hereof.. These instructions are effective until 8/25/94, and thereafter unless revoked by written demand and authorization satisfactory to you. Incorporated herein and made part hereof by reference are the "General Provisions" and any additional instructions made a part hereof. Burgers: ONALD A. LAGUS Address: Home Phone #: Bus. Phone M Social Security No. 120 JAN—DAR ROAD OROVILLE, CA 95966 2 LORAINE A. LAGUSSI qC AMER! 4 ' C,1 Mid Valley Title & Escrow Company 2295 Feather River Blvd Suite A, Oroville, CA. 95965 (916) 533-6680 BUYERS ESCROW wsi.,RUcrm Date August 17, 1994 Order Number: 143563AM Escrow Officer: ANGELA MASTELOTrO To: MID VALLEY TITLE & ESCROW C(MANY I/We hand you herewith 1. I acknowledge I have Received, Read and approved a copy of the preliminary report. 2. Verifiable funds in the amount as shown on the Estimated Closing Statement attached hereto and made a part hereof. which you are authorized to deliver and/or record when you have received for my account the following: 1. Deed. to the subject property and when you can issue your standard coverage form policy of title insurance with a liability of S 30,000.00 on the property described as: Same as in the above Described Preliminary Report. Property is commonly known as: VACANT LAND LOCATED Ai',321 LODGEVIEW DRIVE OROVILLE, CA 95966 showing title vested in: RONALD A. LAGUSSI and LORAINE A. i.AOUSSi, husband and wife, as Joint Tenants Subject to: 1. Printed exceptions and conditions in said policy. 2. General and special taxes for fiscal year 1994-95, ALL. 3. The lien of supplemental taxes which may be assessed as a resblt of revised assessed values. 4. Assessments and/or bonds not delinquent. 5. Exceptions numbered 3,4,5,6,7,8,9 as shown in your preliminaiy title report dated JUNE 23, 1994 issued in connection with the above order number. ADDITIONAL TERMS AND CONDITIONS FOUND ON PAGE 3 AITACHEll HERETO AND MADE A PART HEREOF. 1 ..�,•� ;;;;; � iii Request Of AW V&Uey TWO A Esa+ow CawR Otae► No. I Escrow No. msa9AM-3 L~ No hp0 VALLEY TiTLf A�lD!�!= CERTIFIED TRUE CORY 94-35562 >an+Erl Recoaom MAIL TO, - 94-035562', Rec Fee 9.00" RONALD A. LAGUSSI I DOC 33.00 LORA,INE A. LAGUSSI Recorded I Check 42.00 120 JAN -DAR ROAD Official Records I ORONILLE. CA 95966 County of 1 Butte Candace J. Grubbs 1 Recorder 1 8:00am 23-Auc-94 I 11VTC nD '2 AWL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX S-ZLOL - ii C•np,Msd m lA: mule..r'on or .•.n d vopwb mM7•t an ' SAME AS ABOVE _ ConpMW an ow mwlewas.n or V"m bu how of anemOaroas - r�irY+a d ar d e t -. TT,e i.x,e.� g-ned ramm,.. &"„,*. SOM&M of 0•Ckm M of Ag" d•1• 4 - Fbm Nr .. GRANT DEED AP NO_ ow -116-0l _Qw FOR A VALUABLE CONSCCRAT10N. I R iR of wf b Iwney aeblourNdpsq . - - RANDY MWIGFF and IOMBERLY D. UIDWFF� NuabwW and wMt `RONALD A.'LAGUSSI and LORAINE A. LAGUSSI, husband and wlh. L IIs a.1 ptopspr b tt» UNIKOORPORATED AREA Oouy of 'BUTTE , STa1s d GNartlYt As ••'••••'••••••••SEE ATTACHED LEGAL DESCRIPT10W*••••••••••••• Dated Allo rst ,7 ,00a STATE OF CN -FORMA \uy 1 COUNTY OF BUMU. I - MU3tQFF on AUC -UST 13. 199' c. - mk ANGELA D. A4TF1 OTTO RANDY psrsorWly •ppa, MInKTFF ANO dIDKIFF******* K1iiAFR1 Y n - - pwsonaNy known to nw (or proved to nw on tlw bub of ulw4cg" •vldw+c•) b be tlw pwoon(s) w me rwrtwlsl Ware subscrbo b pw Nfbn ,nemwM and Wirwlrlp•d b rrw OW IW WAhey •sam"d Ufa sure to A Aw.RMM sufwrb d cao•dtyPwl. and dW by Ni~wk Wgnstur•(s) on the lrw&u"wM Ow person(s) a"wMMy upon bdw/ of whir Ow person(.) ad W, •mewed tlw bwbunwut wrtNESS ny Iwrd end olllcbl asst re-RY.AIfBB.A & WJTELOM 'IDTAPY pUBL 16CALFIINM DESCRIPTION 94J5562�».2 .. ORDER NO. BU -143563-3 ALL THAT -CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL ?SAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL IIs - A NON—EXCLUSIVE 'EASEMENT FOR AND PUBLIC UTILITIES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER RESIDENTIAL 069-110-018 PERMIT#94-2548 LAGUSSI, RON Z, C-V(,eAj 321 ±eNffTrET-DR. , OROVILLE CONT: SKYCREST ENTERPRISES MH ON PERM FND OFFICE COPY Address GAS Meter By T -Date ELECTRI Meter By Date JOB FINALED fffle) Signature J=OK O = Not OK, Not = Not Readyable MOBILE HOMES Date MOB HOME UTILITIES Plans OK except #'s g Requirements -Setbacks -Easements Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) r 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. ' ity Clearance 1' _ I _ Card B-1 Date Card B-1 ate Card B-1 Date Card B-1 Date MOBIL OME INSTALLATION (Plans) OK except #'s oning Requirements -Setbacks Easements a ootings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector i ectricity; MH Test -Crossovers -Breakers -Clearances Ir Fai a; -MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7 Warer and Sewer Connected -C/O to Grade -HD Approval as arld Electricity Tagged its; Insp.-Sketch • hA-C-uM-vf,0ee u p a n c y Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 oK �o S �-� V11i JT � o -� 3 I - N ley L- f A, gt9rk C s- -� Ylk- 4 /4� 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 I i J=OK O=Not OK - = Not Applicable Not Ready RESI DENTIALF 0 ' = Date UNDERFLOOR (Plans) OK except ti's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. - Water Htr.: Vent -Access -Combustion Air -Baffle ---------------------- -------------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ---------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------------- - ----------------- 19. Shower Pan; Test. First Floor -Tub Access -------------------- ------------------------------- 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors ---------------------------------------------------------------- --- Date Card B-1 Date Card B-1 ----------------------------------------- - ------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------------------------- 23. Dec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ---------- ----------------------------------------------------------------- 25 Romex Installed Close to Edge of Studs & C.J. -------------------------------------------------------------------------- 26. Equip. Ground made'up w/Meth. Fastners-Bond Gas & Water ------------- -- - ------------------------------------------------------ 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------•------------------------- 28. Subfeed Wire Size i ga. Cu or AI-A.C. Wire Size ! / ga. Cu or Al ------------------ -----------------------------•---------------- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - -------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip_Clearances Panels-Motors-Mech. Equip. ---------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------- 33. Smoke Detector ------------------------------------------ -- ---------------------- ------- - ---- --- Date Card B-1 Date Card B-1 ------------- - ------ ---- - ------ -- -- --------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support 35. Vent Fan: Exhaust above insulation --------- ------ -- -------------------------------------------- 36. --------------------- 36. Condensate Drain & Overflow: Size & Grade ---------------------------------------- - - --- ..----- --- --. 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------------------------------------------------------------- ---------------_---- 38. --------------_---38. Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------- -------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 39. Sils. Proper Material & Anchors ------ --------------------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------ ------------------------------------------------------ 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) ----------------------------------------- ___ - ----------------------------------- 43. ------.._...-------------------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub -------------- ----------------- ---- -------------------------------------- 44. Headers & Beam -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54 plywood on Roof Overhang -Attic Vents -Rafter Outriggers _ 55. Siding -Nailing Veneer _ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings ----------------------------- ------- - - 60. Infiltration -Walls -Windows ----- ------- - ------------ - - ----- _Date_________Card B-1__ _ _ Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. - Ext. Steps -Door & Sidelight Protection -Landings ----------------------- -- 62. Smoke Detector --------------------------- - 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection --------------------- - 64. Bedroom Exiting 65. G F.I_& Bath Fixtures & Tub Access -Spa ------------- ------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth - - --- - --------------------------- --- 69. Elec. Outlets at Wood Panel: Int. & Ext. - .. _ - - - - ---------------------------- -- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Land ing-Close r •--------------------------------- 9 --- - 73. A.C. Duct in Gara a -Damp er -- ----- - - ------------------- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb__Elec_ & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes --------------------------- - ---------------- -- 78. Guard Rails & Deck -Co nst ruct ion -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looke_d under Floor ❑ Yes 80. Following instld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ------------------------- 81. ------------- 81. Stucco_Brown-Finish 82. A.C. Unit: Disconnect Electrical, Plumbing --------------------------------- 83. Vents Above Roof: PIbg.-Appliance-Firep lace. -Clearance to Openings --------------------------------------------- 84. Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground - - - - • - -- - . -. . - --- --- ------------------------------ 86. Ventilation Throughout House ---------------- 87. .----- 87. Glass Protection -------------------------------------------- 88. Corrections from Previous Inspections ---------•----...----------------- ---------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------------ 91. Energy Compliance Certificate -Other Certificates ------ ----------- ----...------------------------ ---- --- Date Card B-1 Date Card B-1 ----------------------------------- - Dat ---------------------------------Date Card B-1 Date Card B-1 --- -- - -- --------------------- Date - - ----------------Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California. 95965 - Telephone (916) 538-7541 PERMIT PO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 69-110-18 ZONING BUILDING PERMIT OWNER RON LAGUSSITE EP�HQNE2329 �Zjj ll��1716 SQ FTOCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 120 JAN DAR RD OROVILLE 92,664.00 CONTRACTOR'S NAME SKYCREST ENTERPRISES TE342 E2694 CONTRACTOR'S MAILING ADDRESS 13468 WY 99 CHICO, 95926 Fireplace CONSTRUCTION LENDER UNKNOWNTotal Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 608 19 -in4_nn ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 197 60 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 321 LONGVIEW DR PERMIT FEE $ OROVILLE, 95966 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO.' SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 , Each gas water heater or vent 15.00 5 op USE OF STRUCTURE SF ❑ Duplex O MobilehomeNA Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installatio��l Other ❑ Describework: PERM FOUNDATION PERMIT FEE $ X143)(12919 :7 5 0 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 2111V OR LESS 00AORLESS ) 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLOS. ) 3.50 FSD.r. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 6'1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and ffect, LicenseNo.�9�`�,/� Classification ,� ,C� ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) EII am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup.FIXED APPWS. 0 ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ TFy's permit is for $100.00 (valuation) or less. X�Irhave placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, cost and expenses which may in any way accrue against said County in nsequence f t e gr ting of this permit. Date f �iZ— �G% &nat.r'Er of Ap icant Owner Contractor ❑ Agent An OSHA per it is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ JIS.SU occ CONST. TYPE TAL FEES 639.60 HAZ. D. FE IMP FLOOD COW PARCEL PD T---' This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By PERM EXPIRES ON (Derel provisions to do work paid. to 2 Receipt No. 167717 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �MEQLEMU.6 AND WHEN RECORDED MAIL T0: !dE . BUILDING DIVISION VIM 7 COUNTY CENTER DRIVE MUM OROVILLE CA 95965 tiff. WAX and a 94-044890 1 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 1:33pm 26zOct x.94 J �9�-44890 Rec • Fee .00 Total .00 I COMS„-XXL -1�� NOTICE OF MANUFACTURED HOME, (MOBILEHOME), OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at lite request of the local agency indicated is in accordance with California HeoM and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the iini t described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real property. RONALD A AND LORAINE A LAGUSSI BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR 120 JAN DAR ROAD MAILING ADDRESS 'OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP 321 LODGEVIEW DRIVE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME UNIT OWNER !If also property owner, write "SAME") MA I!Z_4G A..—HESS CITY - COUNTY STATE ZIP UNIT DESCRIPTION SKYLINE 1994 LOCAL AGENCY ISSUING PERMIT and CERTIF.ICA-TE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 94-2548 (916) 538-7541 BUILDING PE T O TELEPHONE NUMBER 10/18/94 S G ATURE OF LOCA'ItC INP.KOFFIC!AL DATE COUSIN GARY'S DEALER NAI!.E (,If n _ _ a�"'e_ sale, .r -:e "YCNE") 91265 DEALER LICENSE NG. LEXINGTON 5512 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 2T-70-0348-H-B/A I 66'X26'. ULI 391363/391364 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER (-A. P. #069-110-018 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983,.IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR AND PUBLIC UTILITIES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, <ti 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. ,SENT Os NC, •. •,'"HCD FORM 433(A) 4/86 o a END OF DOCUMENT co 1 ,•'- -' VMrr pE• COUNTY OF BUTTE } BUILDING DIVISION ; <. DEPARTMENT OF DEVELOPMENT SERV1,6 S 1469 Humboldt Road, Chico, CA -v.(16) 91-2-751 7 County Center Drive, Oroviie CA -'(9161538-7541 747 Elliott Road, Paradise, CA - (916) 87;2-6307 CORRECTION NOTICE Y --- OWNER/ PERMIT NO. r= A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con acct this office immediately. q: i .n'l•Mi"e.Y"`I i'.Li Wei 1 .uWft?4 r'!M1'yR. y.. . , ..►r....,.,-,.,Y-w.,,,-_�Twr•.-+'iw++."..µ-�,-.,r,sw_i.-M�...,.a,r".i"} �f ►.,..r �'i.. r„�r -. rr:. vv�rrtw•r'+' T`:�"� COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 j PERMIT APPLICATION DATA SHEET OWNER A-1. Proposed Building Use Building Inspector . No. Date /D- to i,C;" At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets,signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4.Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. )5 Hazardous Material Form . ............................................ + 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $................... . ✓ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approvQi. 9/32• �13. Flood elevation letter (100 year flood b Miforeer. ................. . 14. Sanitation and plot plan approval UI.J Health Department............ . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Bigds/Gridley. ............ . 3. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... O 19. Driveway permit (construction approval required prior to occupancy). .... y /T Pre-Insped6 roque 20. Pre-inspecti for required. .. to Building �nspedor (Date) 21. Contractor's li ense information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to 24. Recorded copy of Agricultural Acknowledgement Statement.c� f- 25. Letter of signature authorization. ........ 94-038593 26. Copy of recorded deed of parcel creation and 60 right of way to a public road.l�.. . 27. Letter of inten o'h-building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legaNccess...................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. PI n thec�k list. - 33.3 3 s Gral.4 ri ori , cUc ,'// 34. W -you issue the permit, pro ess as follows: M *Ito Mail to contractor. 7Telephone a-a�� and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant i Date Copy of'Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitte rior t per ' iss ance: irc a newitem not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, ownex, was advised of above required da by _ phone _ mail ounter by _ Date Plans checked by Dat Plans approved by Date i Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPAR7MMT OF DEVEMPMENT SERVICES— BITII.DING DIVISION. 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE.(916) 538-7541 OWNER A.P. # PROPOSED BUILDING USE 'DATE REC. # DATE REC SCHOOL DISTRICT FEES L [/ ¢� (paid at District Office) ......................... l i� SHERIFF FEES (paid at Building Department) Residential..... i x 3 (0 _$ 75 unit amt. Commercial (sgft). x =$ sq.ft. amt. 3. -URBAN AREA FEES . (paid at Building' Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x _$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ................. ......• 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6 SRA FIRE INSPECTION AND PLAN CHECK =$89.00...... (paid at Building*Department) 7. OTR 8. OTHER At time of permit application, I was advised the above fees.are required to be paid, prior to issuance of the permit.— APPLICANT DATE Rc7n;•to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT g 4- 3$ 5 9 3 Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit 94-038593,' Rec Fee 9.00 The property described herein is adjacent to land tor included I COP 1.50 within an area zoned for agricultural purposes, and residents Recorded I Cash 10.50 of this property may be. subject to inconveniences or, 'Of f i c i a 1 Records I discomfort arising from the use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations: Candace J. ' Grubbs I including, but not limited to cultivation, plowing., spraying, Recorder I pruning, and harvesting which occasionally generate 1:42pm 14 -Sep -94 I PUBL XX 2 dust,smoke, noise, and odor. Butte County hasestablished i agricultural zones which have as a priority use for; productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. ORDER NO. BU -143563-3 All that real property situate in the County of But, e, State of California, described as k DESCRIPTION (; ALL'THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL Ii PARCEL 1, AS SHOWN ON:THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL IX: I; A NON-EXCLUSIVE EASEMENT FOR AND PUBLIC UTILITIES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN. !PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTYI;OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. Date: PROPERTY OWNERS: • �GGsc.Pi � La k/tlncC•' /9 L r7G�l rS i State of California ) t County of, ) I� On before me, !t personally appeared personally known to me (or proved to me onithe basis of satisfactory evidence). to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les), and that by his/her/their signatuTe(s) ov the Instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. SignatureI: Seal: A.P..p C69- //&- ��// �..l� i ►, STATE OF — COUNTY OF On �. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT ) 1 SS. me, the undersigned, a q4-38,59.3 Public in and for *aid I ly r appeared CSV V t LlX L' L.4— - LU-- 7 7 I LAJAU ss ( ame(s) of Signer(s) �rsonally known to me OR ❑ proved to', me on the basis of satisfactory evidence to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in i his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the: instrument the person(s), or the entity Sir upon behalf of which the person(s) acted, executed the T. AZEVEDO instrument. K COMM. 0990044 C i W NOTARY PUBLIC -CALIFORNIA r'+ t Witness m d and offical seal. BUTTE COUNTY 3 : I ►y car.. E pmn March 31,1997 ignature of Notary , (This area for official notarial seal) I Name (Typed or Printed) Capacity Claimed by Signer Description of Attached Document L4- dividual(s) ❑ Corporate Officer(s) - Title(s) ❑ Partner(s) ❑ Attorney -In -Fact ❑ Trustee(s) i i ❑ Guardian/Conservator ❑ Other: Signer Is Representing: Name of person(s) or Entity(ies) i SAV. 191A (3/94) This certificate must be attached to the document described below: Title or type of document r Number of Pages Date of Document I`i Signer(s) Other than Named Above ATTENTION NOTARY Although the information requested above is optional, it could prevent fraudulent attachment of this certificate to another document. END OF DOCUIk1ENT ALL MUCTURES AND EQUiPIAEN'T INCLUD-wa OVERHANGS SHALL Oil: CI . A .SET OF ALL�SES�iEAITS. 6 _ PC' MY ONES AND Ft Co S 6 RE ROAD CENTERLINE SHALL Be CLEAR OF STRUCTURES AND EQUIPMENT EXCE' FOR A 2 FT. EAVE OVERHANG, Apj J - p v 'fba a� ached F,re ,ra#s3 lef�d V requ112 ,eats must be as specified and app � i C.D.F� i 1'1t)j31Li11011V SUPPOICI D_!;JA If other than single wide," _ ilobilehome Mfr,. r furnish Setup Model No - Year Width_(ft.) Box Length�(ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)1. Wood -pressure treated or foundation grade- 2 Other (specify) SUPPORTS (check one)F]1. Concrete block.a2. Other. (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE I IP, 2� � Mein Beema tine 2- -------------,-- 1 Main Beams Tag or Triple line 4 I � Line 1 �l � Ltne 1 OpenlvRs Size -Min- ------------------ size-Min - -----------------Size-Min- ---- Each Side of opening@ Spacing -Mex. --------- ._ With Width Over -"" "-'"" From Ends -Max .------ @. Line 2 Piers: Size -Min .'------------ Spacing -Mex ---------- ---------From From Ends -Max.------- Line 3 Roof Loads' Size -Min ------------- Location (From Front) Line 4 Piers: Size -Min------------- ,k „ SpacIng-Max ---------- From Ends-Mex-------- ------- .Size-Min ------------- .Size-Min.------------ Location (From Front) Line Line 3 Piers: (unser veering waaa .-yi Size -Min ------------------- Spacing -Max ---------------- F rom ---------------From Ends -Max .------------_ , n ly -�.... u. le ,1 vl Size -Min------------------- n Spacing -Max ---------------- „x „ From ends-Nax.------------- BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name:3. is Is the site currently under permit? Yes F I No (If yes, furnish permit number ) OR Is the site an existing site? Yes No (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No El (If no, clarify 5. What is the mobilehome electrical rating? --------------- Amps 6. What is the mobilehome site service rating? ------------- ,�� U Amps 7. What is the mobilehome site circuit breaker rating? ----- /Uc�/ Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------- Yes No (If yes, identify the load and size: (Load) (Amps) 9. 'What is the mobilehome site gas pipe size?--------------� (in.) 10. What is the type of gas service? ------------------- Natural LPG 11. ,What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- /Ci 7L (ft.) * 12.; What is the mobilehome gas demand? " -------------------- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) NGTONs / OPTION CORNER TUB BATH cn O _®__ ..■■.1 �____ ■/...I//.//...././...momma �__ .. .. i7ir .M ■/.■.1 ■/■..1/■■■■.■■■■■■■..■■1 ..//./.■.1 Emommommummi ■■■//////////.///..I/■■../ ■■■■■■■onIS /. 110.../..■ 1././ � 119/T/. .1�.l#....,...� mop" q' \i111.1...11..1u M1111 \111.1.1.11..11..1 �uu.t.1..11...1 7111..1 1111■ 11.11. I 1 •• • • / OPTION CORNER TUB BATH cn O PERMIT NO: 47-94 Lake Oroville Area Public Utility District. 1960 Elgin Street OROVILLE, CALIFORNIA 95966 ' 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: September 12, 1994 Applicant: RONALD A & LORAINE A LAGUSSI Applicant Address: 321 Lodgeview Drive, Oroville, CA 95966 Applicant Phone No.: 589-2329 Property Location (s): 321 Lodgeview Drive tes Unit n t Parcel 1 of 'Lot-3-011 Kelly Rid a EsLQ A. F. No. (s): 69-11—iss Fees -due.: All fees Aaid. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: Lake Oroville Area Public Utility District release to close permit: Date:._ By: `1 BUTTE COUNTY'SCHOOLSaIMPACT FEE CERTIFICATION FORM (One Form Per Building) School District A.P. Number — Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial Building Department No. 0 a No. of Living MHI Units 0 Lot No. 0 Sq. Footage / f- % Addition (Group R) 0 Sq. Footage New Addition (Including Exterior Roofed Areas) AV aeyd-par-t'ment'RC4p�res-entati ve Date �1 (Floor Plans reviewed by School District Personnel) District Identification No. 1 °1 0 o }� A V -o .� l� � ��e P.,.�e �n, School District certifies that 0 . Applicant) (Street Address) (Phone Number) 0,(O,j tlP C�14 qS5 to to (City) (State) (Zip Code) S� has complied with the requirements of Resolution No. Ci 3 by payment of $ q 5I representing 1'11 1 to square feet. School District Paid by Check Number Bank Number Paid by Cash Date Remarks: IA-, t-e_vi 1 0 o t,-1 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) r feeformmkt (4/92) 94-38593 Re:�i►t�:, AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 94-0385931 Rec Fee 9.00 The property described herein is adjacent to land or included I COP 1.50 within an area zoned for agricultural purposes, and residents Recorded I Cash 10.50 of this property may be subject to inconveniences or Official Records I discomfort arising from the " use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder I pruning, . and harvesting which occasionally generate 1: 4 2 pm 14 -Sep -94 I P U B L XX 2 dust,smoke, noise, and odor. Butte County has established 1 agricultural zones which have as a priority use for productive ,agricultural purposes and residents within said zones and on adjacent property should,be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. I - - - ;ORDER NO. BU -143563-3' iAll that real property situate in the County of Butte, State of California, described as 4 . t s Date: 'f DESCRIPTION ALL ^THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY .OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR AND PUBLIC UTILITIES OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP,- RECORDED IN--THE,,OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 24, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 74. State of California ) County of ) On before me, TY OWNERS: Po4/�4L.4 A - 1_14 Goss / e personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) or the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature A.P. ff Seal: �Z') ;q,f3tdO,O-o C-9-iz> STATE OF COUNTY OF On appeared 94-38593 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT l SS. before me, the undersigned, a Notary Public in and for *aid Stye pgrsonally h m S51 -,game(s) of Signer(s) - - ✓ ersonally known to me OR ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the EVEDO instrument. y.:,.::.; 9L ° COMM. #990044 W NOTARY PUBLIC -CALIFORNIA , BUTTE COUNTY i " My Comm. Expires March 31, 1997 (This area for official notarial seal) Capacity Claimed by Signer L�N'I"idividual(s) ❑ Corporate Officer(s) - Title(s) ❑ Partner(s) ❑ Attorney -In -Fact ❑ Trustee(s) ❑ Guardian/Conservator ❑ Other: Signer is Representing: Name -of person(s) or Entity(ies) i. SAV -191A (3/94) Witness m d and off ical seal. ignature of Notary 2pmdV Name (Typed or Printed) Description of Attached Document This certificate must be attached. to the document described below: Title or type of document rke, rl 0,w� L4, Number,of Pages Date of Document j,41 q Signer(s) Other than Named Above U ln'P , ATTENTION NOTARY Although the information requested above is optional, it could prevent fraudulent attachment of this certificate to another document. END OF DOCUMENT Designed By: Date: Technical -Representative: Matt Balch January. 26, 2006 Don Dileo * All enclosed drawings are in aipna-numerical brucr i PEAK PLATE: 3-4 (2x4),. ' 5.5 12x61 _ 6-6 12x81 MAXIMUM 1'-0' EAVE 1NITH BLOCKS @ 32'o.c. OR 2'•0' EAVE, 8'•0' MAXIMUM MAXIMUM, WITH 4x2 12 OR BTR, BRACE SPACING OUTLOOKERS CUT INTO GABLE it 32'o.c. 2x4 BRACE 2x4 12 MINIMUM CONTINUOUS It �I STRONGBACK BRACED TO ROOF I II STRUCTURE AT 6'•0' MAXIMUM. (I 2x4 STRONGBACK BRACED STRONGBACK AT; 4',10' CeEASPAN, 70 MPH AT EVERY 8'-0' MAXIMUM .4'•1.5'CLEARSPAN, 80 MPH 1.6.3, TYPICAL CONNECTION MINIMUM GRADE CHORDS AND STUDS 2x4'STUD/STANDARD. STUDS T0, BE MAXIMUM 24'o.c. 1 t !WALL BRACING PER BUILDING 'DESIGNER. HEEL PLATE: 3.412x4) 5.5 !2x81, L I I 1 6.6 12X81' 2x4 CKING NAILS BC SPLICE; 3.4 12x41 CONTINUOUS BEARING WALL WITH ISS AT O.C. -5-6 12x81 —.—I TO THE WALL KATE. B 8 12x81 SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3.16d NAILS Sd AT 8' a.c. GABLE STUD MAXIMUM 40 PSF LEVE LOAD, SHEATHING TO GABLE EA. END AND 8d NAILS FROM SHEATHING BO MPH WIND EXPOSURE C. TRUSS. Bd AT e' o.o. TO BLOCK AT Wo.c. / LESS THAN 20'•0' WALL HEIGHT. 1.18d 1 ed AT 24' o.c. OFES 2 QQP [ j Nq� CINO DETAILS • E 1 Y.' NOTCH 032' o.c. 1 1 SOLID BLOCK i� A4tlo.a. �--- Q� 1 1 \ WITH 2.18d TOE- 2.1 ed '2.1 ed Ejj Q NAILED EA, END 2x4 BRACE crJ No.104 m WITH 4.16d NAI15 ( L . 2/ 1 E*.100. �D * SPAGINO '� � �F�Q` - UAI F WARNING Asad all notes on this [hest and gfw i copy of It to the Eroctiny Contractor. done u Ci UBC CONTINUOUS 2/1 1 /99 - me .p u r �•+ en.,.d,+rout building Comourem It has Wan tiesedun .v.aeca,Ons provide0 by the cemponem manufacttr.r end a�cai4 4;e gni ins wu.rd veraibna dl IPI and AFPA tlesgn Oandardf. NO responslbeiry 4 usumed fa Ounsttaional atsuraey. banenatats an _.. . _ ` bi ba ve (twit( hY uu uvnquiMt numde�nwter andliu OuddmO Magner goer to taMicAti0n The budding designer shall Wisman that" leads ulaitacl uu nul i4Nyn ni.al Ur a+iueil ntia limiting impo.pl by ditNOal budding code. I{ 0 aaumed IoW Ins t. Waapy bT LIN � �� unlessted - trod a Nm st—nanrf end in. bonom crowd is laterally bracan by a ngat shamming material mrenty attauted. tlMees ahenwse holed 9rwng .h,inn a ho Irt.,al Mlppod u(cumpun.ni. "•'libers ones to ieitucA thwaMing length. Tho cornpOnanl'.nall not be ptaCed In arty onwnnrnas that - - - - ,��---, wia Lusa me m0,.lura aniaa of IM wood aeeeed 19% Anda gauae eonme" plata corosion. Fabnate. handle, bnetse and bnm din alto in ^ /'� /fj '� �� n' ` J _ I(AAWAL SVS1kMT C0PPCVA1WN FOR US' - FLAT[ CONNECTED n' W VAUwatt me 1Wbwmg -MMOUa. ' lNSIALU MANUAL by TruslNo METAL PL Tv CONTROL STANoED WOOD wOOU IigJtl9[9' 1O7f.M1.'wWOUNO u+STAWNO ANO [MGNO M[TAt. MAT[ CONNECTED wOOO TNUf[!f' • (wsit) ane'ML[t Ou.aFWe m.IdWe RlN1u IpviedN 5.f]O'Oeoaio Drive. MMM.On. WlwOnr.n SdTlf. Tlu Amerian Farts awn V H �e•: _ - - - - CO SUMMAIIY Sltk! I.TN TM - ►eper ._, n a Oh {AFFN is WAod.al 125.0 eaftwo oul Ave. NW. Ste 200. MlYnirplon, OC 200M, - � -', '-�-trete^. „-__- __-'-,�.'�'^-•.-,-:---,- ____ ., --r 2y f , � 1 10" Z d Al (.7) WO# s 0810106 ROofl lna 3b LayC 1,2-L6 X 3-6 SALES REP DD DUE DATE - rn -- NZ.i c-- kc>1 ;S - - DSGNR/CHKR MH J BW Date : - 1/2.5/2006 - 13:27 �jjf Ij' I(j' (/��\ .I► 03:'OV11Ie TC Live 16.00 psf - DurFac-Lbr -: 1.-25 �Ijjl _ _ _ TC Dead 9,00 .00psf DurPac-Plt 1.25 HC Live 0.00 psf O.C. Spacing 24.0 HC Dead -8.00 psf Design Spec UBC -97 YY1 L L L c w_7 Total ---' 33-.00-psf #Tr/#Cfg : 19 / 0 --r Job Name: 26 X 36 Truss ID: Al Qty: 17 BRG X -LOC REACT SIZE REQ'D 1'C - 2x4 DFL #1 BC - 2x4 DFL #1 - - Plating spec , ANSI//1TppI�� 7995 -- - UPLIFT REACTIONS)) 1 0- 1-12 1102 3.50" 1.50" - _ 2 25-10- 4 1102 3.50" 1.50" PIABTE VALUES PER IRESEARCH RCPORT THIS OESIOI IS THE tAMPOSIrE RESULT OF _Suppport 1 -2311 lb - #1607. BRI; REQUIREMENTS shown are based ONLY Loaded for 10 PSF non -concurrent BCLL. IFULi HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR Thisuirruuse is designed the UE C-97 Code. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION (sppdan) 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED THE Bldg Enclosed - Yes Importance Factor . 1.00 Truss Location - Not End Zr=cn L/999 MEM 8-9 (LIVE) LC 1 HANGERS MUST BE RE-EVALUATED (BY 6NERS). ry C Bldg canegih L= -0.11" D= FORCES: T= -0.37" CRITICAL MP. OU FORCES: - - - - - - - - 36iDU ft�6ldg Width: 2600 ft Mean rooF hei ht - 12.#3 f , eph - 75 9 t - - - UBC Standard Occupancy, Dead Load - 10.2 psf TC COMP OUR / TENS. OUR. CSI 1-2-22222�44pp7(t(1.25 / 481 1.60 p.75 - !/�1(\mil'/11�i 2-3 - 4321.0 8.51 - - - - 3-4 - 2 (1.25/ - 21 -- 481 1.601 0.75 - - - 5 -2 47((1. - - - (BCgC 0-397 1.�6�0pp3)% T20 7 1.25))) -16.00 psf Live Dur L=1.25 P=1.25 p0�59 397 1.fi0)% 2077 1.251.0.59 - - - TC Snow 8-9 epW- L=1.15 P=1.15 - WB - COMP. TENS. ((DD{U�R. -CSI - - - - - - 2-7 -4451.2 194{1.¢20.]A TRUSS ®SC aMronmert#%dWIIcsethemouturecontentofthewoodtoerzmlg%aralorcauseconne connector Fabrical%tu dle,Instail a' JDURj'j� 3-8 -10451.60 66002 1.25 .244-8 0.00 psf 1.15 / 1.00 / 1.00 - -4451.25/ 194 1.60 .lA - - - - - - - - - - 13-0-0 13-0-0 T Iaan( sF�wr, by (g , �{ �1g 1,,�c' { end i ma aieaRo�°rtstaple) e0ares iFiawrt�a7iove OaJ�id'o�rle M ��+ � I2 �I �o o Circe es flals�e ra i[oneda, 5hi�a b% shy es wrath s�n�u�ra V WARNINGRead afl notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Jim Nuckol s This design is for an IrKrM" Belding component not truss system. U has been based an specifications pmvidm by the component nmhdurer _ W0: Drive_T_0810106_L00005_300001 - _ - and done in aocurtlaneewnh ofTP1 and AFPAdesignslandards. WmsporsPonRyisamwedfordimensiarmlaomracy. DimerWons Dagnr: MB . #LC = 16 WT:131# !/�1(\mil'/11�i amtot*verirredby QscomponentmenuWurwwdlarbnaldingdWgwoo WtNice6on The building designer must ascertain #0 the loads - - utilized on this design meet or coed the Weft hrposed by the lord brtlding code and the particular application The design assumes that thetop chord _ TC Live - -16.00 psf Live Dur L=1.25 P=1.25 - HOMEWOOD Is tateratb braced by the roof or floor sheathing and the bottom land is lalerany braced by a rigid sheathing material directly attached, unless cUnerwise - TC Snow 0.00 psf epW- L=1.15 P=1.15 - rated. Bnacing shown u forlaterd support ofcompornerts members onlyto reduce balding lagUu Thismnpareat shell not be placed in arty TC Dead 14.00 psf Rep r Bnd /Comp /Tens RMbr TRUSS ®SC aMronmert#%dWIIcsethemouturecontentofthewoodtoerzmlg%aralorcauseconne connector Fabrical%tu dle,Instail a' Live 0.00 psf 1.15 / 1.00 / 1.00 _ 4445 Northpark Dr C67o Springs, CO 80 1,WrCAV-VandBacegdsUusslnacoorderaewnntheralowingsledams::lardardcunimgDetadReporu•avanadeasowparrarnrnaisonware, _ _ - wodTruescand!ofAmericaStandard INFORuaTION- BC Dead 8.00 psf O.C. Spacing 2- 0- 0 (BCS1 I-" and 9081 BLI MARY SEEM by WICA and TPI. The lines Plate Iminute (TPI) Is located at 583 UOnobio Drive, Madison, -- - - - TRUSPLUS 6.0 VER: T6.S.0 Vftcmsin 53719. The American Forest and Paper Association (AFPA) Is be" at 1111 1ft Shed, W, Ste 800, AMeshington, DC 20036. jBldg Code: UBC -97 DEFL RATIO: L/240 TC: L/2 Job Name: 26 X 36 Truss ID: AG >4 Job Name: 26 X 36 Truss ID: AG Qty: 2 CRITICALMEMBERFORCES: BC - 2x4 � #1 - Plating spec •-ANSI/TPI - 1995 - - - THIS DESIGN IS THE COMPOSITE RESULT OF '. - This truss is designed using the - - -. UBC -97 Code. - - - GBL BLK 2x4 DFL STANDARD - - MULTIPLE LOAD CASES. - - PLATE VALUES PER ICBG RESEARCH REPORT 11607. IF HANGERS ARE INDICATED ON THIS DRAWING, - - - - Bldg Enclosed . Yes Importance Factor . 1.00 - Truss Location a Not End Zone - - _ Loaded for 10 PSF non- oncurrent BCLL. - THEY ARE BASED ON 1.5" HANGER NAILS FOR - Ma use ad vete stapes for gable blocks. - - 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY - BUILDING DESIGNER MUST VERIFY - - - - - - Hurricane/Ocean Line - No Exp�tegory - C Bldg Lenggth a 36.00 ft 81dg Width . 2600 ft - - - - - - - - GABLE LOADS! GIRDERS, IF 2.5" GUN NAILS ARE USED THE [# gable bracing required & $8" intervals, - HANGERS MUST BE RE-EVALUATED BY &&ERS). i exposed to an ml load applied to face. - PLATING BASED ON GREEN LUMBER VALUES. - - - - - Mean roof height a 12.'i3 ft, mph 75 - UBC Standard Occupancy, Dead Load . 10.2 psf - See "General Gable Details', CD02065035. - - - - - - rn o 4-0-0 cla C11 4-0-0 r 13-0-0 13-0-0 • 1 2 3 4 5 6 7 89 10 112 13 14 15 16 17 18 19 4.00 -4.00 3-4 4-7.11 3 5-1-11 2.5-6 2.5-6SHIP S 2 0-3-13 S=4-5 0-3-13 �I w. 26-0-0 O. 3 20 21 22 23 24 25 26 228cq? 2$� 313x233 34 35 36 370 38 q 4-0-0 ch rn c� 4-0 —1 c� a '� t1 x " 07 1 " TYPICAL PLATE :1.5-3 OVER CONTINUOUS SUPPORT'S I'm '? t— ;;e� ��9'� ��tu��asa�e. 1/26/2006 se,�l�°��a�S�H� asgsnD at�t�,�� WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Tim Nuckol s - This design is forms kMividual building component not in= system it has been based on sped6cadons provided-byate component mesufacturer - W0: - Dri ve_T_ 0810106--00005-300001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed fordkmenslonal accuracy. Dimensions Ds nr: MB - 9 #LC = 16 WT: 178# are to bevesBedbythe component manuhwluerandl�bui�Igdesigner priortofabrication. The bulldtngdesigner must ascemabBtakBreleads HOMEWOOD uIlrzed on this design meet or in eed it. leading imposed byte katal building code and Ore paNcular application. The design assumes that the top chord Is lateregy braced bythefoof orfoorsheathing and the bottom chord is laterally braced by a dgid sheathing materiafdhecdy attached, uniessoBrervdse TC Live TC 16.00 psf LiveDur L=1.25 P=1.25 P=1.15 nob d. Bracing shown Is for lateral support of components members only to reduce buckling Won. This component shag not be placed in any - - - Snow - TC Dead 0.00 psf 14.00 psf SnowDur L=1.15 - Rep Mbr Bnd / Comp /. Tens ® TRUSS environment Met will cause the moisture content of the woad to exceed 19% mldlor cause connectorpate corrosion. Fabricate, handle, Install BC Live 0.00 psf 1.15 / 1.00 / 1.00 4445 Northpark Dr. Colo Springs, CO 80907 and brace this truss to accordance with the fogowing standards:'Joim entl Cutting Detail Reports' available as output from Tnawal software, 'ANSUTPI 11% VTCA 1'-VybodTruss; Council offialmerica Standard Design Responsibilities, BUILDING COMPONefrsAFMINFOPMAMour- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.0 (SCSI 11-" and'BCSI SUMMARYSFFETS' by WTCA and TPI. The Truss Plate Institute (!PU is located at 583 D Onotrio Delve, Madison, Wsconsin 53719. TheAmerican Forest and PaperAssociallon (AFPA) Is located at 1111111 Ift Street, NW, Ste 8M, Washington, DC 2M. Bldg Code: UBC -97 DEFL RATIO: L/240 TC: L/24 _ i I Yr_ • - - -�• �loTES': .4 711,,6.5E[edoS�NerisESusJEC.rToE.ssEFlE.vrs �lNO �PiGrv7s OF/ViY.do /f.P �ra�a' o. rar, TivE EX.00T [OCs1 r/0.17 0f ,WA11Cf/ NS ND7OVSCLGSE/1 j /.t//JEE/! AN/J Wf//ClJ1SNOT 3NOfYNO.t�,1 PLANNING DMSION - BUILDING PLAN APPROVAL /AGE EST,a7EYFLLYS UN/T */ M�4p. -� D� Use:' /'� _Date: kW. V-1 $J Tl/Ejf L.4NDS.N.4Y .9E SUS✓EiCT TO k'cu'T?/CT p&lng. EOl/EN.4NTs 4N/-71?Z0e.PV4T/ONS 1 Other PER 14 -Of 0- A' 20?� /7520.,P• 4-1 jr, 1953 ?. 00 F . ,09 17.55 O.?, d s.13 G� R4.eeEL ? .�/4YNOT ilE FU�Ts/f�PD/V/r!E/� SCO L E / `= 3D d UNT/L dCCESS .MEET/NG T//E �PEQU/SPE - /Z/,r1,I 1E F45E�t9E�t/7 FO P /�lJ.9L /C MEATS Oi SEGT/O�t/ ?O - /3a N.OS .9rE UT/tYT/c�'T0�.�3E /2fSioMi/7 /A/ OEE/�5 pRO�//lJE/J. E.V .res �FW TIE geAIM/T Of - ' El'/5,r1A1a /4' "• ` Sar-• 3 S�7'i A.U. E. PEd(?} o 49 Al� 111 2 ,3 � o,s¢ ec/rzE � �:, � . � `• y--�, -_ t+�tAr/oil/Men - ? nQ R 474F Q /FOOT NO dCCESS ST.P/.a' I ♦ O / > • +R \. , fPUN/J MONUMe&.r o0 /.V/>/cerED O . V (AJ Aofe.4 U/zf/1 . I — �-------- — .- • - — — � @ � (aJ w 36 MGoS .9 eo Maps ds t Ao If a, _ O I °E /aosi ��t7'(,V:} /Gv. ¢d �(As} /7?. 8g'(?1} /7z.7?'<�.+> `�.' .�" ArE r'; -r • s 464-S r 4. ��.:.� : z•:• 3z';; �'w�/�E ferE•NENr Foy Ly ( . ooeNAPa �caritir�Es V BUTTE COUNTY PARCEL MAP LST M1, AT11 YQ1,1,26E f5Tt1 TfS,I��I//T ro.�EaESE,wE�iw/�EE�s � �8 M S', �,1G /�i�5'fCT/C�41 1t, T/qd! �dE C BUILDING DIVISIONLYt M !�. M. � ' APPROVIED pit T1UE Rd S/S Of AfQ2/�.��5 I Cif1JTTf CC�Ud/TY, CQL. TIIE 5061ru 6 /NE OF L OT 30/ Tsl.NEN ezr7weE4.1 PO/N?S /NAII'4TE0 4,s "Ed BT" Per rti�R:J • ff?%1 .�L.'� L f/i'7 �1 .�%�r SURVEYORS CERTIFICATE TN/SNOTE: AN AFFIDAVIT OF OWNERSHIP IS BEING CONCURRENTLY RECORDED IN M.Q/�14idiF►?EP'A?EoeyMEC3PU�1//JERMYD/QECT/oN,Q(/p�/5 gp iN FF f E BUTTE COUNTY RECORDER UNDER SERIAL NUMBER L/.�ONdf✓K/� SU�PYEY /N CQNFORMdNIE W/TIl i//E.IEQGv�FME 9 MgOiV/S/ONM41'Acr-4,vCILGCd4 4V701N4M6'f dr meQrp COUNTY SURVEYORS CERTIFICATE• dAA9Vrdv. WjVe 0.0=AT REC RDERS CERTIFICATE �'�iSTdNT/.QCLYCO�II�'Aq yy nr/EAPOROVEDO.PCCWO, y K THIS MAP CONFORMS WITH THE REQUIRE �{E SUBDNISION Q� 1114 Te*wrdnVEn4wi+,/FevY, MAPACTANDLOCALORDINANCE. OATED: o Jo/ y FILED 1953,,, ATg:bd JQM Rool aow IAv>♦c civmv v vraEON .aaeau► r�ve�e v.+lr eery ' re i p IN BOOK _ OF MAPS AT PAGE n ENGINEERING Pot/ries /awcerEo• , AT REQUESTOF � � I; ravE,wBNU,i �E�v7�r �aE sucFiciraT ry tve0[c� nv� S r>, ,� —� SURVEYING AF CA A �� ' SERIAL No.�- &Oq n CX PLANNING ELCA NOR MC �B! SCA^ER 493 ORO DAM BIW., SURE M ��C11OU_N_TY RECYa?(pEQ OROYtE1E, CAWFORNtA 85865 O'1''VO,CH'Pl471?/f+E11� AV GC dYga CLAY CASTLEBERRY R 221 BY \Q �T.-lI�D i COUNTY SURVEYOR (916) 533.2068 DEPUTY �- -- Rol 0/D - 1919 • RP 6 9-//- a 9 —.r- ;, y,r ' _ _.. ,.__.. �.... ......... '. - ,...i.... �. ..... -7-7-777`7777777, I.... x.1.1 ..-,._..:.--. 0 c� c as �o E .�• ,o 000 3 t F l F t c 7 zZ acr. 3:W `O o z Z. a ZZ cc 0 o CL V QQp L v� 2 SHEET . 2 OF 7 4 3 I tX BLOCKING I TRUSSES Q TOP LE PLATE, TYP. CAL WALL SECTION EAVE DETAIL, TYP. 2 X'6 RAKEBOARD *, 2 X 4 FLAT LOOKOUTS, GABLE LOOK• NOTE: LETdN 0 END TRUSS, TYP. OUT DETAIL, ENGINEERING DATA AND NOTES TYP. SPECIFICATIONS SHALL BE PROVIDED ARROW LINE INDICATIONS BY TRUSS MANUFACTURER AS ARROW R I EINDCEXTENT OF + REQUIRED BY BUILDING OFFICIAL ALLUSSPANNING MEMBERS, NOTROOF FRAMING PLAN AND SHALL BE STATE -APPROVED. DIRECTION OF SPAN FOR ROOF SLOPES, SCALE: 1 /4" T-0" SEE EXTERIOR ELEVATIONS wuNDOW ' �OPENING . NOTE: TRUSS PROFILE MAY BE ALTERNATELY DESIGNED FOR GREATER ATTIC SPACE INTERIOR HEIGHT, IF REQUIRED. _1 - .-PROVIDE OPENING AND/OR PULL-DOWN " FOLDING LADDER FOR ATTIC Li ACCESS SEE t Z ZWALL �� TYPICAL Im SECTION ,. CONCRETE SLAB FLOOR CONCRETE FOUNDATION1 T,! CROSS-SECTION CROSS-SECTIONS ILLUSTRATE SCALE: 1/4" = V-01" GENERAL STRUCTURE OF BUILDING, FOR DETAILS SEE 'TYPICAL 'WALL SECTIn AND •RESPECTIVE- " FRAM ��::. ..... • Ovate rApo yom f DRIP EDGE FLASHING �. o V a 0Al(FRAARD_ Tva_ 4 3 I tX BLOCKING I TRUSSES Q TOP LE PLATE, TYP. CAL WALL SECTION EAVE DETAIL, TYP. 2 X'6 RAKEBOARD *, 2 X 4 FLAT LOOKOUTS, GABLE LOOK• NOTE: LETdN 0 END TRUSS, TYP. OUT DETAIL, ENGINEERING DATA AND NOTES TYP. SPECIFICATIONS SHALL BE PROVIDED ARROW LINE INDICATIONS BY TRUSS MANUFACTURER AS ARROW R I EINDCEXTENT OF + REQUIRED BY BUILDING OFFICIAL ALLUSSPANNING MEMBERS, NOTROOF FRAMING PLAN AND SHALL BE STATE -APPROVED. DIRECTION OF SPAN FOR ROOF SLOPES, SCALE: 1 /4" T-0" SEE EXTERIOR ELEVATIONS wuNDOW ' �OPENING . �., I�E) THRESHOLD.> THRESHOLDL> CONCRETE FLOOR APRON/PAVING FOUNDATION AS -SPEC -D. !t--.1/2' EXPANSION JOINT MATERIAL nfDOOR" DETAIL GARAGE DC�C%R DETAIL . PLAN VIEW . 3/411 11.0 \ OPTIONAL EI.00KM ns NEEDED .CORNER MW NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC �' RNER FRAMING OPTIONS AND ACTUAL PRODUCTS MAY VARY SLIGHTLY IN CONFIGURATION. C ; DOUBLE TOP PLATE , i0 CRIPPLE STUDS f DOUBLE 216 HEADER 31-40 ROUGH. OPENING ;SHIM FOR LEVEL AND SUPPORT 2 X 4 SILL NAILING FIN FOR ATTACHMENT SILL P WINDOW WRAP TRIM VAPOR BARRIER SHEATHING/SIDING CRIPPLE STUDS OVINYL _ WANDOW DETAIL I DOUBLE 2 X 6 HEADER Wl OPTIONAL DOUBLE TOP PLATE '• 1/2" PLYWOOD FILLER AT INSIDE FACE CRIPPLE STUDS KING STUD VERIFY WINDOW ROUGH oP.ENIRG ,%Z�..WJTH SELECTED TRIMMER. -- _ _.. PRODUCT BEFORE FRAMING SILL zdlol�- --- I-- TOp OF CONCRETE FOUNDATION WALL OR SLAB FLOOR R FRAMING DETAIL in WINDOW FRAMING DETAIL � Doa_ E 2 Lu --- HEADER AS SPEC'D. 0 v C SHEATHING/SIDING ,y SHEATHING/SIDING .J HEADER AS SPEC'D. VAPOR BARRIER I VAPOR BARRIER 2X CASING ESD J, m FLASHING/DRIP EDGE 1 •- G uj I WINDOW WRAP TRIM d± d± 3 HEAD D U '�) WRAP TRIM SHIM Ua ` I NAILING FIN FOR ATTACHMENT HEAD D JAMB SIZED FOR i•i CASING TRACK WALT. THICKNESS OF HEAD D FLASHING /DRIP EDGE STOP, MAY BE . GARAGE DOOR FITTED WITH SEAL VINYL WINDOW UNIT SHEATHING/SIDING .•------ VAPOR BARRIER TRACK - MOUNTS SIDING PANEL WRAP TRIM TO CASING TRIM JAMB D CASING, NAIL TO FRAMING VAPOR BARRIER JAMS JAMB D ' `------- STOP WINDOW WRAP TRIM o CAULK SHEATHING/SIDING ROLLERS MOUNTED ,,.. DOOR PANEL W/ TO GARAGE DOOR 'MORTISED HINGES CAULK —`` JAMB D NAILING FIN FOR ATTACHMENT THICKENED CONCRETE GARAGE DOOR FLOOR SEAL AS SELECTED ' SLAB EDGE KING STUD OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL THRESHOLD WITH SEAL TRIMMER STUD THRESHOLD.> THRESHOLDL> CONCRETE FLOOR APRON/PAVING FOUNDATION AS -SPEC -D. !t--.1/2' EXPANSION JOINT MATERIAL nfDOOR" DETAIL GARAGE DC�C%R DETAIL . PLAN VIEW . 3/411 11.0 \ OPTIONAL EI.00KM ns NEEDED .CORNER MW NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC �' RNER FRAMING OPTIONS AND ACTUAL PRODUCTS MAY VARY SLIGHTLY IN CONFIGURATION. C ; DOUBLE TOP PLATE , i0 CRIPPLE STUDS f DOUBLE 216 HEADER 31-40 ROUGH. OPENING ;SHIM FOR LEVEL AND SUPPORT 2 X 4 SILL NAILING FIN FOR ATTACHMENT SILL P WINDOW WRAP TRIM VAPOR BARRIER SHEATHING/SIDING CRIPPLE STUDS OVINYL _ WANDOW DETAIL I DOUBLE 2 X 6 HEADER Wl OPTIONAL DOUBLE TOP PLATE '• 1/2" PLYWOOD FILLER AT INSIDE FACE CRIPPLE STUDS KING STUD VERIFY WINDOW ROUGH oP.ENIRG ,%Z�..WJTH SELECTED TRIMMER. -- _ _.. PRODUCT BEFORE FRAMING SILL zdlol�- --- I-- TOp OF CONCRETE FOUNDATION WALL OR SLAB FLOOR R FRAMING DETAIL in WINDOW FRAMING DETAIL � Doa_ Z 0 E 2 Lu 0 v C ,y .J m ESD J, m W��•Ila- •- G uj 0 d± d± 3 U W G3-:, O he Ua M 4c Z, 0— Z 0 2 Lu �4 .J UJI J, m W��•Ila- •- G uj 0 g 0 1— Lu Z 1 U W G3-:, O he Ua M 4c Z, 0— SHEET 5: OF Structural General Notes /Specifications' - ` A General • The following nabs shall daifyand supplement the working drowins B. Codes & Standards CURRENT EDITIONS OF THE INTERNATIONAL, BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC) UWORM BUILDING CODE (UBC) AND CABO - Roof ............ . ...........25 lbs/4 Floors ....................... 401bVd Stairs & Exist .......... 1001bslsf Earth Pressure ..................30lbs1d equiv. Fluid pressure A. SOIf & F000dation Data 1. Son bearing data not available. Assumed soil bearing capacity = 2000lbs/sf. 2. Extend all footings down to undisturbed sell of the specified strength with a minimum depth of i' -C below adjacentgrode, or as required by local hullding offfciol, basad on local frost line depth. 3. Center all footings on columns and walls unless specifically dimensioned otherwise. 4, Compacted fill to be well graded and gronulorwith not more than 5% passing a 200 sieve. Place in 8-inth loose lifts and compact to 95% modified AAS HO density at optimum moisture. E. Cast4n•Place Concrete and Reiofoulm Steel 1. Concrete of the following 28 -day strength: S sock cement/cy (min ,miximi); mor b pal water/sack broil structural tomete, inducting foundations and" on grade. Maximum stied aggregate %°. Maximum slump 4'. Add M0-ts irtunders Pouolith per monukrturoes recommendations to all comate exceptfootiags, Concrete for exterior walks to be alrentroined (5% air). 2. Reinforcing steel ASTM A-615 grade 40/60. Use grade 40 for temperature steel, stirrups and dowels. Dog, fabricate and place in accordance with the latest edition of A.C.I. "Manual Of Standard ProdW. 3, Concrete cover on reinforcing steal (dear dimensions): Suspended slabs ................................. Y48 : Beams & columns (to ties)....................I h" Non -exposed verd(ol faoas....................I" Vertical fates exposed to earth or weather..Y Bottom of footings. .............................3 Slobs•on•grado (from top).....................1 rI' 4. Lap all field splices 24 diameters with minimum of 12'. Bend ouler wall footing burs 12 inches or use corner bars atoll corners and wall intersections. 5. Provide min. one continuous #4 bar at top and bottom of foundation wolk w/ #4 of 12' o.c. where wall height exceed two feat. Provide min two contpuous #4 bars in footings. Dowel foundation wells to footings wl #4 x I'-6' long @ IV D.C. Embedded C into foaling. (No shear keys required) 6. Reinform around wall and slab openings, with sides of 12' or greater, with two #S bars extending 24' beyond metiers on all In sides. Provide one oft #5 diagonal bar, 44' long, at each comer. 7. Slabs -on -grade: Roll sub grade and moisten before pour. Saw cut crack control joints within 24 hours of pour or install Iip-Ship, with maximum of 12'•4' for 4' non-reinforted gobs and 40'-0" for reinforced slabs. (min, reinforcing: w6 x 6- w1.4 x 1,4, supported) ; & librate all concrete. Segregation of matedtds to be prevented. Test cylinders not required. 9. Plate no fill against foundation or basement walk until floors are in place or waifs have been adequately shored to resist lateral earth pressures. f Masopry{osapplicablel 1. Hollow masonry units: F'M=1350 (boli & half cm.u.) Mortar type S:1 pc, %lime putty, 4sond Grout: 2000 psi pea gravel concrete {7 sock) r 2. Reinfordag steel: ASTM A415, grade 40. 3, Place grout in lifts no greater than 4'-0' height, 4. Wall reinforcing: V walls: #4 vertical @ 48' o.t. w/ #9 wire horILJoint reinf. @ 8' ox. 8' walls: #5 vertical @ 48' o.c w/ 3116' dia. wire h0dL Joint retnf. @ 8' o.c Install two bars in corners, wall intersections, well endings and around openiops. Lap on bars 20Inc a3s and joint reinforcing, 12 ladies Use minor bars for outer ` �.`barsiaiioadfieanisaadatintersediaawons. �__-•__ ...... __. .__. .. _. ..__..•. ... ....: .____. S. Anchor bdck "nor wood fromed wall as detailed with 22ga. X 1/8'x 7' galvanized corrupted wall ties@ IV oz oa. Way with one Simpson 11120a non. e G. Timber and Wood Framing 1. Substitution of wood species Identified herein may he as approved by local Building' Official and material strength and capacities shall equal or exceed That of Iia spades identified herein. 2. All lumber lobe graded per book 16 of the WestCoast Lumber Inspection Bureau: HF/DF no. 2 for joists, rafters, light framing, glottis and broking OF no.I for posh and booms HF/DF'stud' hr stud wait kaming 3. Comply with The hest ehfiiien of the NFPA"National Design Specification" as modified by the iBC foram structural timber requirements. 4. Joists and rafters sholl have 2' nominal thick solid blocking at supports. 5. Spike laminated members together w/ 10d nulls @ lY o c; staggered. Splice laminations at supports oak. 6. Provide cut washers broil bolts bearing on wood.11. All nils shall be common wire IDOL & Glue -laminated timbers, Douglas Fir, A.I.T.C, grading: combination 24F43 for Simple spans. 24F•V8 for contilevered spans. Ory conditions of use. Archilactuml appearance grade where exposed to view, Fabrication plant A.LT.0 impededl Wrap individual members. 9. Plywood: Roof sheathing to be W C -D let -ape plywood with exterior give, PJ. 24/0 (use 5 -ply for penalized roofs) Nailing Bd @ C D.C. at panel edges and 8d @ ]Y o.c at Grtermediate supports. Sub -flooring to be N' C-D-opa plywood with exterior aloe, P132/16. Use T&G If no underloymem. Glue and rmll'with 8d @ 6" o c. at panel edges and @ 10' of intermediate supports, 10. Ptdr-fobricdrted trussed members to be designed by applicable stale licensed engineer in accordance with requirements shown in the drawings. Contractor shall verify os -framed dimensions and conditions prior to truss krbrimtioo and coordinate as requirat. All engleeering data shall he orale available forsubmbl loge Building Official as required. K Strutturol Steel 1. All steel, except tubing: ASTM A•36. Pipe: ASTM A•53, Type E or S, grade B. Tubular section: ASTM AS00, grade B. All bolts: ASTM A•3011A-U5, type Y L All fabrication, erection and detalling stroll be in accordance with the latest edition of the "Manual Of Steel Construction' ofthe American lydtuta Of Steel Construction. & All weldling by WABO cerfified welders in accordance with the 'Welding Handbook' by the Amerrtm %lding Society. 4. All welds VII min. continuous fillet worlds using ASWAS, E10XX olectrod es. S Provide washers on all bolted connections. 6. All steel not embedded Worrtrets or mosomy shall receive one stop mat of an approved primer paint. Apply two spots of heavy asphaltic Palntto all steel exposed to earth. 1. Furnish complete shop dmwingsprior to fabrication. ). Miscellaneous 1. Contractor sball verity all site condifionsand dimensions In field. 2. Provide temporary bracing as required until all permanent connections and stiffening have been installed. & Verffr Sizee and locations of aq openingsin floor, roof and walls dad mord inose with electrical and mechanical work. 4. Pre -fabricated items shall be handled and Installed in atcordonce with manufacturers' recommendations. Pre -fabricated assemblies shall be coordGnaoad with any as -built conditions by The contractor regarding dimensions, clearance and applimbN building code requirements. i, All NVAV equipment shall be determined by owner and/or contractor specific to this project and comply withal applicable codes. Performance data and distribution layout shall be provided by mechanical subcontractor. Submittals shall be coordinated by Imre contractor as required by the Building Official 6. It hie intent of these drawings and specifications to comply with the requirements of the Building Code and all other relevant codes and ordinances. Any dlisapdmcies,omissions orerronshall be bro*to The attention of the designer for dorificatioir ormrradan before begkmfag the work itis The responsibflity of the general contractor to Took dorifiaction or correction If needed. G -SLOPE AS SPEC'D. 2'-0. .1.•0. 1ti-6. ... ... BACKSPAN ' OVEFIH O/H 2 X 4 FLAT LOOKOUT LETT IN ROOF SHEATHING ROOFING AS SPECIFIED TO TOP CHORD OF END TRUSS TRUSS J-- 1b# FELT'';. 15132° CDX PLYWOOD SHEATHING' I r DRIP EDGE -`- -� OPTIONAL GUTTER NAIL SIMPSOIN H-1 2 X 6 RAKEBOARD E 1/2 -a. 1 X 6 FASCIA ' DOUB 2 TRIM FILLER 70P PLW/ (3) SCREENED EiAi`� a VENTED 2 X BLOCKING 2 X TOP CHORD WALL FfRAMING 2" 0 HOLES VERTICAL 2 X 4 STRUTS r IN GABLE END TRUSS TRUSS •SAVE DETAIL BOTTOM CHORD 3/411 = 1'"0" 2 X 4 @ 16" O.C. 2 X 4 CEILING NAILER �•'STUDIVALL-FRAMING 2 x 4 PRESSURE r SHEATHING/SIDING/VAPOR TREATED SILL BARRIER AS SPEC'D. SHEATHING/PANEL SiDING W/ 1/2 X 10 . AS SPECLFLED ANCHOR BOLTS. ` j @ 48".O.C. --•---µ-- CONCRETE FOUNDATION WALL W/#4 TOP AND BOTTOM TRUSS LINE OF SIDING AS SPECIFIED (#4 @ 12" O.C. IF FDN• CONCRETE SLAB FLOOR WALL > 24" HEIGHT) DOUBLE TOP PLATE OF WALL �- __.. ,_ ._ ......_ _........_�_:. _ ..---_ __._.:__.�.....__...............:.:. _ .�.. � !� FIN. GRADE GABLE LOOKOUT DETAIL SCALE: 1" = 11-0" OO6" POLYETHYLENE; (VERIFY/SATISFI _...:.. .___;.....,. _.. • VAPOR BARRIER co LOCAL DEPTH GRAVEL BASE AS AE(Q'D, _ REQUIREMENT) CONT. 2 x a WALL TOP PLATE O0 CONCRETE FOOTING W/ (2j w • ) r hr ` 2 f3 #4, CONT AND #4 DOWELS : , • �-1 SEE FOUNDATION PLAN @ 16u O.C. VERT. (REVERSE ORIENTATION S" 611 51, OPTIONAL FOOTING DRAIN, AS APPLICABLE) BEARING SOIL - : _i : w�- ��• .� •+r..w. i�li .�m.-nm-�.a-�.+ara.a. fr ' 47 ° �•I Od NAILS @ 6" O.C.; . , . L! • INTO ALL STUDS TYPICAL WALL' SECTION AND HEADER ! 11.1 _ _ HEADER AS SPECD. -� "I 2 x 4 PRESSURE -TREATED WALL. FRAMING NAIL SHEATHING SILL Wl ill" ANCHOR BOLTS ,TSO. W DER @ 6" O.C. •f (I _ SINGLE STUD @ 48" O.C. SIDING 14 I ! d �• !• (3) 2 x 4 STUDS,iNAIL MONOLITHIC -POURED APA RATED SHEATHING .` �. SHEATidWG TO EACH' 4" CONCRETE SLA$ 3/8" MIN. 2410 EXP. 1 SINGLE KING STUD 4" GRAVELkL•)� �' • DOUBLE TRIMMER STUDS BASE AS REO'D. ��• GRADE , J 006" POLYETHYLENE N VAPOR BARRIER f ° '4" MIN. FILLET TRANSITION k.. SIMPSON STHD10 OR EQUAL (3) #4 REBAR, CONT. 'BEARING SOIL (EMBED INTO CONCRETE 12" FULLY NAL TO WALL NOTE: 4-1/2', TYP.. 10" EMBEDMENT" TYP. VERIFY LOCAL FOOTING DIMENSION: REQUIREMENTS • (•� 1/2" QIA. ANCHOR BOLTS (DTHICK* ENED EDGE FOOTING ! ! INN 7 A+ k EII 8MMENT - NOTE: CORNER REINFORCING BARS AS PER GENERAL NOTE OF . 4" r it •,:, i t 2 x 4 "PRESS-TRTD. SILL II I GRADE LINE " a I W/ 1/2" X 10".A.B. ® 48" O.C. • ' t- _ ,, "' CONCRETE SLAB FLOOR • jh $" r*- CONCRETE FOUNDATION , AS SPEC'D. I . GRADE ALTERNATE BRACED WALL PANEL !�z 3J4r' 1`-O" TOP COURSE BOND (FOR 1 -STORY) AS PER U.B.C. 2320.11.4 BEAM W/ 1- CONT. #5. I 2 IBC 2308.9.3 & .9.3._1_& IRC R602.10.3 - .10.8 & i tl a 91DtU{JE G PAL CABQ 602.9 --- J 6.11 C.M.U. FOUNDATION' WALL W/ FILLED CELLS 1 /� I=- 0 C ciWEAmwo (oR 6rUb W UJI O12I1OWTAL ;< WALL POP 41WbLt'•WALL CONT. CONCRETE 1 .w a METAL !✓LA4WIUd3 cow4TRUCTION) FOOTING W/ 2-#5 C91i C W/ 2•IW, (MIM) colinwiJOUA 1.. '1.� OVERLAP4 S M016TURE MWIRMIR JotWfl3. 81DIWO PANEL 2 14ETAL PLA414I0 MOIgTURE 6AtaRIE-9a 5 gk:1�41011,19 PAW&LC BEARING SOIL n ' " #5 VERTICAL @ 48" O.C. cOWTINUoIJs 6ECTIDN - . t40METRiC UMPER W01213014TA1, W HOOK 1 4" FLASHING DETAIL FOR PANELSh NG (0C.M...U. FOUNDATION 'WALL + T I V E ■ nr .Q it d 'ZZ Cz_3 Z 3; UJ AQ w�j <(, R a U y X O N j • iz jdc J WJ ow Q... UJ F z UJ 4 CO •J LIINir f- Z��..Im 0 U6'i5-�Q�Op N;VWJW. LU Xtb�Wrs UJ 1. >. r� Q Q h Q O till ' SHEET OF 7 ".-•�'-;��'j' r `i P' Ira -'-r �• 12- E CONNECTION F 16 16 r' ( 0 20 20 a 2303ATrusses. MMl-plate•counected woods trusses shallbe manufactured as required by TPI I. Each uttannfacturer of trusses using metal plate connectors sball rettain an approved agency to make unscheduled inspections of tmiss chanufactur- ing and delivery operations.:The inspectlom shall cover 41 phases of truss operations, including lumbher storage, hall- dling, cutting fixtures, presses orrollers, mantufacturing,bun- dling and banding. 2303A.I Truss design drawings. Truss ctonstrucdon doc- uments shall be prepared by a registererd design profes- sioaal and shall be provided to the builtding official and approved prior to installation. These colnstruction docu- ments shell include, at a minimum, the ialformation sped - fined below. Truss shop drawings shall be !provided with the shipment of trusses delivered to the job site. 1. Slope or depth, span and spacing;; 2. Location of joints; 3. Required bearing widths; 4. Design loads as applicable; 5. Top chord live load (including smow loads); 6. Top chord dead load, 7. Bottom chord live load; S. Bottom chord dead load; 9, Concentratedioadsand their pointsOfApplication" 10. Controlling wind'and earthquake loads; 11. Adjustments to )umber and metal connector plate design value for conditions of use; 12. Each reaction force and direction; 13. Metal connector plate type, size, thickness or gage, and the dimensioned location of each metal con- nector plate except where symmetrically located relative to the joint interface; 14. Lumber size, species and grade for each member, 15. Connection requirements for. 15.1. Truss to truss girder; 15.2. Truss ply to ply; and 15.3. Field splices. 16. Calculated deflectlon ratio or mmaximum deflection for live and total load; 17. Maximum axial; compression forces 'on the truss members to design the size, cconnectins and an- chorage of the permanent oonuinuous lateral brac- ing. Forces shall be shown on 11he truss construction documents or onsupplemerimll documents; and 18. Requiredpemmat,euttruss menuberbracinglocation. a 1 12- a CONNECTION F 16 16 40 30 0 20 20 40 30 0 a 2303ATrusses. MMl-plate•counected woods trusses shallbe manufactured as required by TPI I. Each uttannfacturer of trusses using metal plate connectors sball rettain an approved agency to make unscheduled inspections of tmiss chanufactur- ing and delivery operations.:The inspectlom shall cover 41 phases of truss operations, including lumbher storage, hall- dling, cutting fixtures, presses orrollers, mantufacturing,bun- dling and banding. 2303A.I Truss design drawings. Truss ctonstrucdon doc- uments shall be prepared by a registererd design profes- sioaal and shall be provided to the builtding official and approved prior to installation. These colnstruction docu- ments shell include, at a minimum, the ialformation sped - fined below. Truss shop drawings shall be !provided with the shipment of trusses delivered to the job site. 1. Slope or depth, span and spacing;; 2. Location of joints; 3. Required bearing widths; 4. Design loads as applicable; 5. Top chord live load (including smow loads); 6. Top chord dead load, 7. Bottom chord live load; S. Bottom chord dead load; 9, Concentratedioadsand their pointsOfApplication" 10. Controlling wind'and earthquake loads; 11. Adjustments to )umber and metal connector plate design value for conditions of use; 12. Each reaction force and direction; 13. Metal connector plate type, size, thickness or gage, and the dimensioned location of each metal con- nector plate except where symmetrically located relative to the joint interface; 14. Lumber size, species and grade for each member, 15. Connection requirements for. 15.1. Truss to truss girder; 15.2. Truss ply to ply; and 15.3. Field splices. 16. Calculated deflectlon ratio or mmaximum deflection for live and total load; 17. Maximum axial; compression forces 'on the truss members to design the size, cconnectins and an- chorage of the permanent oonuinuous lateral brac- ing. Forces shall be shown on 11he truss construction documents or onsupplemerimll documents; and 18. Requiredpemmat,euttruss menuberbracinglocation. a 1 2804.7(5) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE -FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH - STRENGTH AXIS PERPENDICULAR TO SUPPORTS" tRAORd SHEATHING GRADEt3 maximum apart (lnahae ROt7F° Load• d ►4aalmum span Panel span rating Palest thicknaaa r-_ _..__ .,t esu, ,,.,, wins aueontt Mast load Live load tinehea) 12 12- Conitnvous header to stud CONNECTION F 2804.7(5) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE -FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH - STRENGTH AXIS PERPENDICULAR TO SUPPORTS" tRAORd SHEATHING GRADEt3 maximum apart (lnahae ROt7F° Load• d ►4aalmum span Panel span rating Palest thicknaaa r-_ _..__ .,t esu, ,,.,, wins aueontt Mast load Live load tinehea) 12 12- Conitnvous header to stud CONNECTION FASTENIN01 " 16 16 40 30 0 20 20 40 30 0 24 209 40 30 0. 24 32 40 24 28 32 so 40 40 40 30 30 16 16h VJ 48 36• 45 35 24 54 40 1 45 35 32 Sole plate to joist ortb)ocidog u braced; 3 4 -16d at 16' - r x 0.131" colts 'it 16' 45 35 32 60132 1 1/8-11/8 60 46 FLOOR° SINGLE FLOOR 4RADES R00� Maximum open (Inches) LOW maximum span Parol open rauny parw0nolas) lthilmage With ad Sup we Without add& au Tout lead Livalood 0nches) 16a 16 O.C. y ns/ s! 24 24 5o 40 30 20W 20 ac. •ref „•31.11 32 32 40 gRoo 25 24 o.c. 37/ , 3! 48 36 35 32 o.c. �/ ,1 48 40 50 40 .. 13/ ,lit 60 48 SO 40 48 Fut SI: l Inch -25.4 tam, I pound per squat* foot= 0.0419ItNW. a. Applies to panels 24 inches or wider. b. Flom and roar sheathing conforming with this table shell be deemed to meet the dmign criteria of Section 2304.7. a. Uniform load deflection ibnindons'/,p of span under live load plug dead toad," under Ilve load only. d. panel edgesshtdihave evedsongae-and-SmovejointserahtdtbeaupporWwithhlooldneunlmsll.-inchminimumthlcknessundalayotearorl'/ziachtsof approved cellular orlilla -ghtconcreteisplacedoverthesubOoor•orfinishflooris31,•Inehwoodstrip. Allowable uniform loadbasedOn deflection ofbswof span is 100 pounds per square foot except the span rang o(48 inches on center is based on a [oral load of 65 pounds per squire foot. a. Allow" load•Stmaximum SPIU ock f.lbnge•and-grooveedges,paoedgeclips(onemidwaybetweeneschsupport,excepttwoequallyspaabetWeeneuPP lumber Ing or other. Only lumber blocking &bell satisfy bloclied diaphmgm requirements. S. For '/= lath panel, maximum sport shall be 24 Inches. h. Span is permitted to be 24 inches on center where 314=tacit wood strip floafng Is Installed at right angles to joist. L Spun is pesmfued to be 24 inches on cancer far Boots when 1111 inches of cellular or ligbtweiglu oonerae is TABLE ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUSFLOOR-UND@RLAYMENT (EINGLE FLOOR)" (parcels Continuous Over Two or Mere Spans and Strength Axis Perpendleular to Su porta) MAXIMUM SPACING OF JOISTS (Inches) 24 92 45 16 li •�� TABLE 2304.0.1 IDENTIFICATION Thlakness Inch")16. Conitnvous header to stud CONNECTION FASTENIN01 " LOCATION Spaeke group• 1 17. 1. Joist to soul or girder 3.8d 3 common - 3" x 0.131" nails tOCtteQ face raw 3 - 3" 14 ata les 2. Bridging to jobt2 2 - 84 common - 31)t 0.131" calla toenail each end 2.3"14 a st les 18 3. 1' x 6" sobfloar or less to each Dist 2.8d common face man 4. wider than 1" x 6" sulbfloor m each 'dist 3 - 8d common face nail 5.2" snbfloor 10' sat Der 'trier 2 -16d common blind and Ince nail 6. Sole piste t0 joist or byloekine i6d 3" at 16" o.e. x 0.131" nails at g" O.C. typical face nail 3' 14 gage staples at 12' o.c. Sole plate to joist ortb)ocidog u braced; 3 4 -16d at 16' - r x 0.131" colts 'it 16' braced wall panels well panel ; 4-3114P ua es er16 " toenail 7. Top plate to stud 2 3.3' -16d common x 0.131" nails end nail • 3.3" 14 sur )m 8, Said to Bole plate 4-8d 4-3"x0.131"calls common toenali 3 - 3" 14 gage staples factnail 2 3 -16d common -3" x 0.131" nous and Hatt 3-r14 a sta to 9. Double studs i 16d at24" ac. 3" x 0.131' neii at 8- o.c. fax nail 21. 1" x 8" sheathing to each bearing Walt 3" 14 age sloole at 8" O.C. face can 10. Double top platin 16d at 16' cc. 3" x 0.131" nail et l2" o.c. teal face aatl tYP 22. wider than lox 8" aheatl+iag to each bearing 3' 14 gage staple at 12" o.c. lam nail Double top p sates 8.16d common 12.3" x 0,131" nails lap splice 12.3" 14 este les ice! face call 11. Blocking between j4oWs or rafters to top plate 3 - 8d common 23. Built-up cometamuLv 3 - 3" x 0.131" nntls toenail 3 - 3' 14 a stn ]es 12. Rim joist to top plaice 8d et 6" (132 tam) ox, 3" x 0.131 nail at 6'0.c. toenail (Plywood Structural Paersl��.. Five -Ply, Five -Layer Until" Othe+Wtee Natad)"•e LOAD AT asAXIMUM SPAN 3" 14 a staple at 6- O.C. ?a. Built-up gird., acrid beams 13. Top plates, laps Budd intersections 2 -16d common 3 -3" x 0.131" nails face nail TWCKNBSS/inch) 3-3"14 eat les Live 14. Continuous leader, two feces 16d common l6" o.o. slon ed e 15. Ceiling joists to late P 3 • Sd common toenall 5.3"x0.131"nails PANEL GRADE 5.3.14 ata les IDENTIFICATION Thlakness Inch")16. Conitnvous header to stud 4.8d common toenail --- Spaeke group• 1 17. ons 3 Ceiling joists. laps over Partitions 4 -16d common mfelmum. Table 2308,10.4.1 face raw a/ 3! 7/ - (4- Section2308.kOA.1,T1We2309-10.4.1) 4 - 3114 Raga MOW 2,3 s/ 7/ 3 - 18 Ceiling joists to parallel rafters 3 - i 6d common mmum, Table 2308.10.4:1 fax nall 4 24 o.c. 32 o.e. 48 o.t» (see Section 2308.10.4,1, Table 2308.10.4.1) 4 4.3" - 3" x 0.131" nails 14 a ata Olds Single floors rats d 16 O.C.' 20 o c. For Sl: 1 inch - 25.4 tom, i pound per squaw foot o 0.0479 kNl Is 100 Panda i1er shown because of poWblo effects of aosceramed loads. Allowable uniform loads based deflection oP dsat of spot limited hesofapproved 19. Kellar t0 pinta (see Section 2308.10.1, Table 2308.10:1) 3 - 8d common 3 - 3" x 0.131" calls les toenail L Spans to value ft co minimum thtokmss uadatUyraam or 14a inches of approved aquerefootexceptallawobletotaluaUmmkadforl'!-Inch woodsuwuralpanelsoverjoistsspacad48incbm lokoesark63pounds Orl 11 3-3"14 este =ova approved mague-wa.gmme jolop or aball be supposted with blocking, unless'/{•iooh cellular or lighnvekghr concrete Is placed over the subtloor, of fiaish floor is wood sulp. 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 - 3" x trails factnail b• Floor Pallets conforming with tide table shall be deemed to meat the design criteria of Seaton 2304.7. 2.3" 14 "t eta les face reit go-ge Sae OC PS 1 for Plywood species groups. L pppiieable ro all grades of sanded exteeiortype Plywood. � d. Applicable to UndedSyment grade. C -C (Plugged) plywood, and Single Floor grade wood suuctutal Panels. 21. 1" x 8" sheathing to each bearing Walt 2 - 8d common face can 22. wider than lox 8" aheatl+iag to each bearing 3.8d common lam nail TABLE 2304.7(5) WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER 23. Built-up cometamuLv 16d common 3" x 0.131" halls 24" o.c. 16" o.c. ALLOWABLE LOAD (PSF) FOR TWO OR MORE SPANS AND STRENGTH Axis PARALLEL TO SUPPORTS 3° 14 gage staples 16" o.a (Plywood Structural Paersl��.. Five -Ply, Five -Layer Until" Othe+Wtee Natad)"•e LOAD AT asAXIMUM SPAN ?a. Built-up gird., acrid beams 20d cammoit 32° o.c. " "face troll at top and bottom staggered TWCKNBSS/inch) i MMUM SPAN (b,ohe$) Live w 3 x 0.131 call At 24' O.c. 3" 14 staple at 24' ac. on opposite sides PANEL GRADE 24 0 74Y 3.gage on 3 •x O:l�lon nails face nail stands and at each splice 71te {s/ 24 4 3 - 3 14 a steles t11 24 40e0° 25. 2" planks 16d common at each beuin Structural "62s/s 24 70 $0 26. Cotler de to tafv.x 3.10d common face nail zr1,� 3! 24 90 100 31'nalls .14 °e sta lea face nail 4.3 1 7/16 16 40 50 27. Jackrafterwhips 3 -10d common toenail 24 20 25 i 4.3' 14 gage $topics Sheathing. outer grades 112 24 25 30 5(Y 2.164 common 3.3" x 0.131" nous face call coveted in DOC PS 1 to 19/33 24 4(r t 3.3" l4 a les DOC PS 2 : 3/824 45 e 55° 28. Hoof rafter to 2 -by ridge beam . rt 3 3 wenall 211 31 24 hoe 55° , O 10 3!" nails 3.3" 14 gage staples For Sk 1 inch w 25.4 tam. l pound per square foot a 0.0479 IdVTO, a Roof sheathing caafatnin8 with this table shall be deemed to meet the dmlgn criteria of Section 2304,7. 2 -16d common 3 - 3" x 0.131" [tails face [tall b.UnifomtleaddeileetioalimitationsVagofspuhundcriivebadplusdeadload,'/sauWaliveloadoniy.EdgmslteUbeblotrkedwlth)utnbueeodtarappmvad 3-3"14 &gostaler type of edge supports. I loud shall be reduced by 15 pounds per square foot. oa For tom_ ette and four-Pl) Plywood stntcaual pia. , _._ ...._... - , _.------- . --. _.-_ ._...._.....:, "" •--�'TABI.E 29. Jolu to bard joist 3.16d Oman an 5 - 3' x 0.131" usils lac- all 2804.7(1) SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGeA 5 - 3" 14 o hoc ALLOWABLE MINIMUM NET THICKNESS(kholhe9) OF LUMBER PLACED 30. Ledger strip 3.16d common 4 - 3' x 0.131' nails face nail Perpendieuki to auppohts Dlgppuuy'10 tuppofb E��qrfaced t 4- 3" 14 oto lee SPAN (buhee SuHaced d a Surtso,td uneeeeoned dry' Surfaced a seasoned Floors 31. Wood structural panels and particleboard:- Subtloor, roof and wall sheathing (to framing): '!= and less 6dat 2 3!," x 0.1 t3°call" u/32 13/4' 16 gage 3J4 - r lel" IO 3ij _ _ add Or 6d° =3/2Sf]&-- aJ 2 3/,' x 0.113" nallo / 2„ 16 gage Raab 7/s" to i" so u 24 Single Floor (combination subflocr-undedoyment 1'160to 1 t/4 1odd orBde to fceming): 3/." end less 6d• patSL- l inch & 25.4 mm. a.lmudiulondetailsshallcmfmmtoSections2304.6.1and1304.6.2forfloorandroof sheathing, be deemed to meet the design v3D4.6. 7/B" to 1" 8de Py"eo1'/" lOddor8d' b, Floor or roof sheathing confer oIng with this table shell - - 1/2' Of less 6dr _ R Mckinnon 19•peteent moisture contact 32. Panel siding (to ftwaing) q • edt TABLE 2504.7(2) REGUPREMENITSr BOARD GRADE -- _ SHEATHING LUMBER, MINIMUM GRADE SOLID FLOOR OR ROOF 844eATNINO SPACED ROOF SHEATHING GRAVAG RULES __,__ „ - __..................... _ _.._.__ Far SL• t hich.25A call. t vfiae ahetwJse fisted. of wood tt. Coaumn ar hos na0a tie permitted to be used steep em inches rmm°'Forno hnusuppores Udlt Standard NLGA, WCL® W WPA W WPA NSU 0 NSLMA 0. Nettsspacda t chesoncenteruedgas,lZ!lith&&ulotomldtatesuoSection2 05.N itd141h1119Smn9 mitt dtobe or sing. stmcten d VV4 anal puddebaud diephngtw esti sheerwalle, rcter to Section 2303. Nails for wall ahmtbfng ere permitted to be common, box ar n& .ut it 3 common Or standard NLOA WCLID C Common or ddotnsed shank 4 common o Spill d. Common N 2 No. No a. Defomhedshank. .3 MeMerchantabletable Comstrucdt)nCottmmon RIS f. Conosion•mistentsidingmeasingnail g. Fasteners spaced 3 indha on enter exterior edges end 6 inches tin timer u Inra mediete supports, r/t,4nchdiene 111; loch length fa 4m•locb sheathing and i tl,-inch leogohfor"/n lug ah.wthing, d Caroslon-resistsnrroasng arils with wb ad and 4 Corrosion•roslttsnteupleswith notWits1/s,411011crowneadi'lelmh102111for112.feehsheathngadIVel chlength(ofS/rfinchslbatlting Panelsupportsat 16ham (20 inches If strength axis in the long direction of the Panel, unless otherwise marked)' j. Cathig a finish Onus spaced 6 inches on paw edges, 12 6 hoe at intermediate 12 ports had at intermediate supports, 214 Inches. Casing or fmisA nails spud k. Amel supports at 1. Forroof sheet[ im Wplfeationc.8d was ars the mintmumtequired for wood structural panels, n.Ssples shell have i a minimum crown width Of 7/„inctL it. For roof sheatibs; applications, fan nen spaced 4 itches on center at edges, 8 inches at intermediate supports. Inches onceoteratedges,6inches atlntetaw o. Faunasspsedd44intim onernmratedges,Slacksatinte,medimsuppotaforsub0ooreadwall sheanhingand3 diate supports for r mof sheathing. p. Faiteners spaced 44 inches an center it edge&, 8 laches at intermediate &uppons. EXCERPTS FROM iBC CHAPTER 23 -/I R. . II;