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064-060-002
� �1^ � . RON C0OLTER WAY MAOALlA Cont: RW HAWKINS CONST NEW SINGLE FAMILY. ^/ �77�* ' ' | ' r d , ' � | m ` NOTES 15 RESIDENTIAL i PERMIT NO. _ x064 -C 60-002 — (15-0679 COULTER WAY, MAGALIA Cont: RW HAWKLN'�S CONST NEW SINGLE FAMILY I .r i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD -LOUSING LETTER CFFICE COPY r Address I455(a 1500_6e— COA, GASi Meter Byb-SkKNwolLS Datel2'ZJ_o� ELECTRIC Meter By S►MIIIOAI C Date g "a JOB FINALED (Date) 0/0 Signature �`" J=OK 0 = Not OK . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect Date 8. Utility Clearance Card B-1 Date Card B-1 Card B-1 Date Card B-1 " Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) . 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals _ 11. Verify #'s with Office Date Card' B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating.Equip.-Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test _ _ 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 . Date Card B-1 Date Card B-1 " = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UN FLOOR (Plans) OK except #'s Date -QS Card B-1 0-,.% S, Date i ng -Setbacks -Easements -Flood -Slope Date MECHANICAL (Permit) OK except #'s Ft ain; Soils-Elec. Grnd.-/ /" Ftg. Depth S6 -ft C. Ducts Insulation & Support tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftci., Porches & Decks; Soils -Steel-/ /" Ftg. Depth . St walls,Main; Steel-Blockouts-Wrapped ur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ifsmwalls, Garage; Steel-Blockouts-Wrapped _69- H d Downs and Special Anchors 9 Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Telt/ 10. UF, Gas Pipe; Size Anchors -Yard Gas p ff1g; Size Test . q 11. 12. Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 %/ Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMQING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle r Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. jpdTub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date 16-13-05 Card B-1 IDILSo S. Date Card B-1 Date 10 -fR -c�C- Card B-1 t�� 5 , Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection @b.-Elec. Receptacles Spacing -Lights & Switches at Doors Sze Boxes & No. of Conductors Stapled eP7_Ro ex Installed Close to Edge of Studs & C.J. 8 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. F2ppliance Circuits in Kitchen & Conductor Size GFI SO'Subfeed Wire Size/(p /ga Cu r AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 321vervice-Riser Conductors & Ground Main Disconnect Q_Equip. Clearances Panels-Motors-Mech. Equip. Gi4. thes Closet Light -Shower Light -Spa Light 60-rsmoke Detector Date 10 -13 'ate Card B-1 Cb& S . Date Card B-1 Date -QS Card B-1 0-,.% S, Date Card B-1 Date MECHANICAL (Permit) OK except #'s S6 -ft C. Ducts Insulation & Support SZ�lerr Exhaust above insulation _an, 34�onclensate Drain & Overflow, Size & Grade ur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ttic Access & Platform if Furnace in Attic Date 10-13-W Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FAM G (Permit) OK except #'s Sills Proper Materials & Anchors 32-4 lls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) it Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRANJ)NG (Continued) 4 . Han ers-Post Caps -Anchors -Connectors 8. in . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 9. place Ties or Type A Flue -Fireplace Throat Clearance A ccess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. P�erty Line Firewall & Openings -64- Ex ,t -Boors -One 3' -Check Garage 3rd Story, 2 Exits 65*"Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. eco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 Glazing Area -Glass Protection -Skylights -Plastic . Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings ` 63--Wiltration-Walls-Windows Date 10-13-W Card B-1 Date Card B-1 Dateo--1q Card B-1 5• Date Card B-1 Date Fl�L (Plans) OK except #'s 64, Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - /In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 69. P.F.l. & Bath Fixtures & Tub Access -Spa 69`. Elec. TrimSubpanel, Breaker Sizes & Labels Stairs 7f. fireplace or Stove, Clearance -Hearth Le, Elec. Outlets at Wood Panel, Int. & Ext. 72r JCit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7e Elec. Outlets & Receptacles at Kit. Counter 7§, -,Garage Fire Door; Swing -Landing -Closure 76, A.C. Duct in Garage -Damper 77 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7 . plb.; Elec. & Mech. Equip. Listed for Location 7,T Elec. Receptacles in Garage (F.F.I.)-Romex Protection 8Y.' Insulation- Foam -Looked in Attic .ak,'Guard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _,Clearance Looked u der Floor 0 Yes WIr Following Instld./Drive es 0 No/Walks D Yes 0 No/Planters O Yes QMo -t* Stucco Brown -Finish - A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground 8 entilation Throughout House 9 Glass Protection Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94.E rgy Compliance Certificate -Other Certificates 4CU -CA yn 951/Address Posted r967 -5a Sprinkler Date ) )L'7104Card B-1 <ZpN`j Date Card B-1 Date ICard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Insulation Certificate —sr" „rur rU.MTM - /'7/d " k-1 j J BUILDING PST #: OS- 067 ' FJM.DING LOCATION: P15-06 6 G0 L)l T -e-2 �l,ay 0"e Description of Installation ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) CEILING Batt or Blanket Type Al Brand Name Thermal Resistance. (R -Value) 2- 1 Thickness Cinches) Brand Name Loose Fill Type inches Contractor's minimum installed weightlh lb Minimum thickness Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR WALL Material 'F : C��AS Brand Name 3 - Thermal Resistance (R -Value) Thickness (inches) RAISED FLOOR Material �. 4 Lass -Brand Name Thickness (inches) Thermal Resistance (R -Value) 1-17, SLAB FLOOR Material Thermal Name Thermal Resistance (R -Value) Thickness (inches) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) '�ermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) Signature and Title Sub -Contractor (Insulation Installer) Signature and Title License Number Date License Number Date THIS CERTIFICATE P SS�PROVIDED SED BUILDING PRIOR TO FINAL INSPECTION APPROVAL 'AND A CO JANUARY 1993 E.H. USE ONLY Plot Plan Anachod ✓ Floor Plan Attached Sent to ®.O. / 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner LocatiortJ AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for —/dwelling. Other c3(.c li �.P�4.o /5��2 n-rJ.�•.C� .Q F e � � .� ✓ ;T � Ci .e1C � Hold final for: Final clearance O.K. for: NOTE: -- Environmental Health 8/96 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BPO50679 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: 07/13/2005 APN: 064-060-002-000 the Business and Professions Code, and my license is in full force and effect. License Class; License Number: Site Address: 14586 COLTER WAY MAG Map Index: Date: Contractor: Description: NSF(1299)GAR(528)COV(281)OPEN(281) OWNER43UILDER 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 Owner: HAWKINS, RON & SHANNON permit to construct, alter, improve, demolish, or repair any structure, prior 164 JAYBIRD LANE 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 PARADISE -CA: the Contractor's State License Law (Chapter 9 commencing with Section 95969 7000) of Division 3 of ttie Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (530) 877-7325 ^ -. 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).): 1, as owner of the property, or my employees with wages as their N sole compensation, will do the work, and the structure is not intendeQ,or„offered,fpssal@,.(pec.,,7,•o44,rB,ysiness_and.Professions Applicant: MARK GAETH.,.. ., .,,:,...,,,,.,, h,. �•A Code: The Contractors' State`License Law does not apply to an 9196 TRADES WAY owner of -property who: builds or improves thereon, and who does DURHAM CA such work.himself or herself.or through his or her own employees, provided that such ,improvements are not intended or offered for 95938 sale. If however, the building or improvements are sold within one (530 ) 867-4931 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 Contractor: HAWKINS CONSTRUCTION, RON 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.). 164 JAYBIRD LN PARADISE, CA ❑ I am Exempt under Article 3 of the Busin 7nd Professions Code 95969 Date.2-13-05r_- (530) 52071052 (530) 893=•1122 License #: WORKERS' COMPENSATION DECLARATION 'of I hereby affirm under penalty of perjury onethe following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: GARY HAWKINS ❑ I have and will maintain workers' compensation insurance, as Engineer' required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued: My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 2389 S.F. Policy#: Valuation: $104,413.00 - - ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply comply with those provisions. Date: )' �) 5 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 attomey!s fees - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bntte County Code ?nrvor I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above fpr which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: 1 �_ I /� �O� -OS By: I Date: r7-13 EXPIRES ON: '7 - I .) O [a, Date Address: ❑ I 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 8 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. 1 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 Countyo enter upon the above mentioned property for inspection purposes. Print Name: r J�✓l ! ►! IrL✓t�/�J Signature: Date: caner ❑ Contractor 13Agent for Owner ❑Agent for Contractor .5-(-? 81 qe 51 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT .APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 n �-- OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION ���! 0 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT OWNER Last Name 1 j First Name O Address / ' City CA State C Zip Phone 17_ 3 Z 5 Fax E-mail E-mail APPLICANT CONTRACTOR Name g Uj k t S h 5 7 Address S hoc Address 3� City State Zip Phone ) �� Fax E-mail Fax c7 y Lic. # Class APPLICANT ARCHITECT/ENGINEER Name Name a tj k I'l s S hoc Address 3� C V S 3 5 - city tit,CO Phone F'6 7 _ V2311— State C. Zid� Jr 7 /5 Phone Fax c7 y _ 3 E-mail@ r c State License Number APPLICANT NAME Name Address S hoc City Subdivision Name State ^ Zip of 3 LF Phone F'6 7 _ V2311— Fax E-mail APPLICANT SI NATURE X For office use only: Zoning Flood Zone SRA res Nc Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT )S= G61-7 BIN A-,S LOCATION �° p AP# C 0 — ocT� Property Address city, (a a , Cross Stre t 1450 WORKER'S COMPENSATION Policy Number 17 .S - 7 010 Carrierd( �{ r1f.h—ifimpng anyone other than license contractors, a certificate of worker's ensation must be shown at the time of permit issuance. LENDING AGENCY Name , Address 100 C c Page 1 of 2 Description or Scope of Work: Sq. Footage '71_94? 5 Li Structure built without Herrunts�© Proposed Change of ❑ OccupancyChange (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 required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by Amount: ` - f �7�. 6 Bldg 4r') -5k)99 SRA ' Receipt #:*U%** Sheriff e- SMTP Other 70 Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS ' The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. 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! ❑ 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. ❑ 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 A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 at (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. 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 KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: WILLDAN Scott Rutherford (530) 538-7160 srutherfordna, buttecounty.net Plans Transmittal For Review Per Contract 3/16/2005 Applicant: I Hawkins, Ron Permit No: 05-0679 Project Type: NSF/Gar/Cov APN: 1 064-060-002 100% 70% Plan Check Fees $ 943.72 $ 660.61 $ 943.72 $ 660.61 WILLDAN Fee $ 660.61 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 00 `7q COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-B'!JILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (_+30)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBERy!!JJ' l/CO� (J U D War? Proposed Building Use: /V sf- Pennit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Cf- 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed caculations. 5' 4. Engineered truss details and layouts in duplicate. No faxes! 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 fnd 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. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ICP 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remain, ems needed to issue the permit. (May require additional plan review upon recelgt of the fo lowing items.) Sanitation and site plan approval from the Environmental Health Department in Chico ❑ Orovrle, as applicable ❑ Fire Sprinklers............................................................................................ 4` ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19�Erosion Control Plan Required........................................................................ 111_% 20. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. C 23. California Department of Forestry plan approval 111,pSid. Sent by: ... -2 -CSS 24. Planning approval for (A) Use: C�- (B)Parking: (C) Parcel Check:....D .... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 6 NPDES Form............................................................................................. C] Encroachment Permit for driveway from the Public Works Dept ........................... I 8. Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( -Given to owner, _Mailed to owner) ..................... ,❑ 31. Letter of Signature authorization.................................................................... 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 3. 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 UID%d�93/- I NWHCJQeA and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: %�` '�' �=� � � Date: 1. Index permit application for the above items numbered: f cmP Plan Check Letter 2. Additional items re it Contractor, designe owne as advised of the above data by X phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter,b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date:_ Structural approved by: ' - Date: Note transfer by: c- Date: yS Yellow: Building Division COUNTY OF BUTTE t79 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORC-VILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. t. ynvyt ) i r t.�iuur 1 T1. UILDING USEBU DING PERMIT FEES -Balance Due ........................................................ $ / --Additional Fees Due ............................................ $ --Additional Fees Due ..................................:......... $ A2. --Revised Plan Checking Fee....�................._........ $ SCHOOL DISTRICT FEES � a.ha4'I.5�&Ti& -69 3 (paid at District Office) -NK_� N SIJEIRFF FEFS`Oaid at BjIR3�ng Division Un Co mercial (sq. ft.) ...................... x $0'03 = $ Sq. ft. / D �lorvm�nf� l�(v • �i �S 4. AREA FEES ` Residential ............................ x, _ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. f Amt. i J@5. RECREATION DISTRICT FEES 0 GSP� S��/ '- 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) —0 7 SRA FIRE INSPECTION AND PLAN COECK $99:M(paid at Building Division).q 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) A.P. # ^(/(OD�I�J� DATE,— RECEIPT ATE,—RECEIPT # DATE REC. i3Tt-.51 -7-1-3-6 K.G. `7- t3 -t5 KG . `7�ov-) K - CSA 87 TRAFFIC FEE $ 0.00 (paid' atBl1uilding Division) �[�7 10. OT �.�� 55 ER vI'%�! ©• lJ 1 At time of APPLICANT SO WOW,, Arm application, I was advised the above fees a -e required to be paid prior to issuance of the building permit. These fees during the plan checking"process. 3�SATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements fora protest are specified in Government Gude Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owntr (Rev. 6/00) Q�PpgTME1�/T pc /Z TTF o /� o o o o < o �< \ 8 6 Ac0UN�s LtUc WORD Department ®f Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Nater Permit and Stora Water Pollution Prevention Plan (SWPPP) Acknowledgement fLESS THAN I ACRE Project Description: AJ3F BP-HK)5--6&'701 Project Location and/or Parcel Number: Ap#_ j By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre -or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from 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: A � �__ - , _,�_ Title: ®� Date:J�- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte CountyDepartment ofDeveloprnent Services rF° 7 County Center Drive °�0T ° ° Oroville, CA 95965 -. (530) 538-7601 Telephone ° ''" ° (530) 538-7785 Facsimile c�UNty BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Divisicn to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division assoon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the appl_cation through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or re uire submission of amended building plans to the Building Division. - Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances i,- clude, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: —/1/0,,, /� �� � APN: 06 41– 06o – ©® 4 Building site address: Co od T lIzI r �J of u Permit No.: '0(o tZq I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Fonns/BidgPennitwithoutClearances 020705 W I LLDAN Serving Public Agencies May 20, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax; (530) 538-2140 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Willdan Project No: 14353-1465 Jurisdiction Job No: 05-0679 Assessor's Parcel No: 064-060-002 Description: Hawkins NSF, Coulter Way, Magalia Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated April 19, 2005. The plans and documents provided for this review that have been found in compliance with the applicable codes are: �k Plans: Two (2) revised copies including sheets 1 through 5, D-1 and D2, dated 4/28/2005, by Gary Hawkins, Architect �k Structural Calculations: Two (2) copies consisting of 38 pages dated 01/07/05 revision dated 4/28/05, by Gary Hawkins, Architect # Truss Calculations: Two (2) revised copies dated 3/14/05, by Jarrod P. Holliday, P.E., Design Assistance Truss Engineering. �k Energy Calculations: Two (2) copies dated 02/11/05, by Aaron Klemenok of Gary Hawkins, Architects * Miscellaneous: Two copies of ICC/ICBG ES Report #ER -1439 Thermo -ply Structural Sheathing. Two (2) copies EOR's Truss Review Design Conformance letter by dated 5/28/05 by Gary Hawkins, Architect. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is not consistent with that shown on the permit application*. Type of Occupancy & Use Type of Construction Sprinklers Stories 1" Floor S Ft 2" Floor Sq Ft 3' Floor S . Ft. Total Sq Ft R-3 Dwelling V -N No 3 204 730 356 1,299 U-1 Garage V -N No 1 528 N/A N/A 528 R-3 Covered Porch V -N No 1 281 N/A N/A *281 R-3 Open Deck V -N No 2 N/A 281 N/A *281 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. Applicant shall provide completed Butte County Special Inspection form to Butte County Building Department. CBC 1701 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Because the building contains an attic space with a floor that is accessible by a stairway or door, approval may be contingent on a deed restriction being recorded. Please contact Butte County as soon as possible about initiating the deed -restriction recording process. County of Butte Residential Accessory Building & Space -Use Matrix Page 2 of 3 Butte County 05-0679 Willdan 14353-1465TC2.F W1 LLDAN Serving Public Agencies SPECIAL INSPECTION NEEDS Our plan review reveals the following special inspection requirements: Structural Masonry Special Inspection is required for the six feet high retaining wall per UBC 1701. During preparation of prisms, sampling and placing of CMU units, rebar placement, grout space inspection prior to closing cleanouts, and grouting operations for masonry wall construction. UBC 1701.5.7 DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, Richard Essenwanger Plans Examiner II Ricardo Guzman, S.E. Structural Engineer Cc: Alice Mefford, amefford@buttecounty.net Gary Hawkins, Architect, g_gaarch@ cglobal.net, Fax (530) 893-0532 Ron Hawkins, 164 Jaybird Lane, Paradise, CA 95969 Mark Gaeth, 9196 Trades Way, Durham, CA 95938 Page 3 of 3 Butte County 05-0679 Willdan 1.4353-1465.PC2:F BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) A PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) (R 1�- 0.P(0- ohm Building Permit Number U 5' CXe-? Property Owner (s) Project Location /Address Subdivision Name ,)+,P V W Q Sq. l~'tge ,� 9 Type of Residential Development (check one) New Development Single Family -Detached Single Famil -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Building Departme t kepresentative Date ,- ❑ FRRPA ❑ CARD )(,PRPD ❑ DRPD certifies that: Applicant N ber 630 P7 /,�a5 Mailing Address / City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. IVY2 by Payment of - Dwelling Units @ $ per unit for a total of $ l�q Square Feet @ $ per sq foot for a total of $ 5:1 58 Remarks: � Paid ec No: , / Paid by RecreaticTand Park District Representative KAFORMSWILDING FORMS\park-rec standard form rev Ldoc Receipt No: "" Date BUTTE COUNTY SCH.O,OLS.fMPACT FEE CERTIFICATION FORM. (One four per Building) -- School -District �q _� 77`` Building Department No. A.P. Number Ov,X — U60' 6ua�,, Jurisdiction: City / County Property Owner Property Location/Address Subdivision Lot No. ...................... _... _........ :......................... Residential Development Q Q Q Sq. Footage No of Erving Mobile Home Addition/ *Supplemental to (Group R) Units Installation = Conversion Permit # r ? -(No foundation inspection) ..... . ................... _........................................... ....................... . Deed Restricted Sq. Footage 4.�Mu. (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage New Addition (Including Exterior Roofed, Areas) Building Department Represents 've Date jj f / Distil •t Identification No. / C�I{.pGGe't d,440 School District certifies that Ax /44yrcj /r 1)t (Applican�)0 (Stree Addre ) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing square feet. School District Representative ke Paid by Check #r Remarks: by payment of $ 7 -7 V" 1? , r e t • 2926- FULL 926-FULL Mm1GATION $ Date No9k You may protest the ImposWn of the fess klentHled above by submitting a written protest to the District, In compliance wkh Govrmment Code Section 66020(a), within 90 days from the date fees ars pard. Failure to submit a timely written protest qwtll'prohlbit ' you from ehalbnging the Imposition of the fess In any court action. k -- —) ) U K, subsequent to the School District Representative signing this SuUs Cour Schools Impact Fee Certification Form.00l•Distrkt Is rcofllMd by the applieablo Local Planning Agency that this project Is being reviewed undo the CalHomla Environmental Quality Act (CEQAh this project may be subject to additional school fess to fully n O te.ks Impact on the school distrk ft schools. feeforn.)de (10/03)dmm Page 1 of 2 tg ENCROACHMENT PERMIT j �VTTF l oo 00 1 �e° /1 County of Butte Department of Public Works 7 County Center Drive Oroville, CA 95965 yO °u 0 Phone: (530) 538-7681 Fax: (530) 538-4356 otic w ` All information except signature must be typed or legibly rinted Permit #: / NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE STARTED Assessor's Parcel_ 0 Owner's Name: Number (Required): — 00Property PROPERTY23'15- Phone:Property Address: w01 Mailing Address (if Different): OWNER Pc,-l- 6 Work will be_/ Contractor l'tE Property Owner Contractor's Name: rn1P performed by: Phone: 50 52-0 / O Address: 5a4.i&J-e Fax:-7 7 � ^ 16S- G� WORK Contractor's License � , Certificate Certificate of Insurance currently❑ Yes NO file Department? Number: on with PERFORMED BY Applicant is: ❑ Property Owner ❑ Property Owner's Agent Contractor ❑ Other: _ I / WE, the undersigned reby apply to the County of Butte for an encroachment permit to do the following work under or over the County r d nd hi h a s all in accordance with Coun ordinances and general laws. Signature: Date Signed: Road affected: i _ j ® / !/ Time and Duration of Encroachment: ❑ Permanent Encroachment ❑ Temporary: From To LOCATION Type of le Encroachment: Driveway ❑ Roadway ❑ Culvert ❑ Fence ❑ Pipe/Pipeline ❑ Sign/Billboard ❑ Other L,,, Site Plans Yes El No Attached: PERMIT IS: ❑ GRANTED ❑ DENIED Conditions: In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ranted. 1. O Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600 2.;< All work shall conform to accompanying: KDetail ❑ Plans ❑ Special Conditions 3. Other Conditions: " PERMITt- CONDITIONS dfflZ r (To be filled in by County) Ay-1 Date --yy r Expiration / Date: Gi Z l "� Surety: s le;ic Z Issued: 4- - Date C_ Paid: u1i Z�-�/ Amount % Paid: GS' Paid By: ��- L/a�`r• Check No: � Receipt No.: [ / % d Mike Crump, Director of Public Works By: Road District: Inspected By: Insp ion C]pleted - OK ❑ Completed - Not OK Results: Additional Comments Attached For County Comments: Use Only Note: If permits are faxed to any number besidi:s 530) 538-4356, they can be delayed up to one week. Form: 2005o6EP Page 1 of 2 tg sE cr1o1i Edye of e,�isti�y poverrmPi%f o�- f�o� L,uE QF /�•G. �je�E i . AJO TES ol .7 J/7, l Z' rni/7. Area io be paled ZC`'er�x. / . Paving sfio!! con.sr * o f� �'� o n a99 reg�fe J605e n n Z a�Ph�/! ccr�crEfeJ h�in• pn.>;r OF Det<E� �'oPerf y Lure A . C. DIKE 2f LERVE 114,0 C RFPLACE Cv f ,�. di kE cid lE4��. ' c �r�i� NO lip for s fora --------------------- T�(N) r LEACH LINE INSTALL PER BUTTE COUNTY STANDARDS I 1 I 1 .i 1 n 1 co) I EI cn N to I - 1 { 1 I I i I 1 I FIBER ROUL 1 I r 1 I o 1 0 I I 0 1 I I 1 I r I oN) I,500 GAL 1 I SEPTIC TANK + i I1 I 4' CONC. 1 I WALKWAY r Id I i Id IdId I I cd I o IN) CONC. 0,3 -BEDROOM I. . I RESIDENCE 30'-0• sa 1 -- 20' SBL I La _ RETAIN (N) GRAVEL WALLA o DRIVEWAY ;d r 3d L=92.4i' ;d le 3d 3d id >d 3d d _ _ COLTER WAYId _ 3d Aid TE PLAN Date: 4-28-05 Drawn: GC Job no.: 04-II1 Z 'O U C LLJ c F— a� E Z Q o �sz Q q/ m = W co i— � Z � z U Date: 4-28-05 Drawn: GC Job no.: 04-II1 Sheet: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005-0040660 Recorded i Official Records 1 County of I Butte 1 C'PNDACC J. G} IDBS I County Clerk -Recorder) 1 I @3=22M 13-Jul=20@5 I Page 1of2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 6 — 7o State of California County of B%X& On before me, personally appeared ' personally known to me (or proved to me on the basis of satisfactory eviderce) to be the person whose name(4 is/are subscribed to the within instrument and acknowledged to me that he/ jc.executed the same in his/herflheh-authorized capacity(i,es); and that by his/herfthetr signature(;] on the instrument, the person or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand d fficial s P MELISSA COSTELLO� Signature Seal: Q NO AR MM. # 151603B D A.P. #t (� )( `'1 (O� V ('Z Y PUBLIC -CALIFORNIA BUT t COUNTY COMM. EXP. SEPT. 27, 2008'' EXHIBIT A DESCRIPTION OF PROPERTY Order No. 0402-1910748 (REQUIRED) Street Address: Colter Way, Magalia, California 95954, Magalia, CA 95954 Legal Description: PARCEL I: Lot 19, as shown on that certain Map entitled, ".Paradise Pines Unit No. 12,", filed in the Office of the County Recorder of Butte County, California, on May 13, 1971, in Book 38: of Maps, at Page(s) 24, 25, 26 and 27. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. PARCEL II: A non-exclusive easement over Lots A and B (the common areas) of said Pii radise Pines Unit No. 12 and the lots designated for common and recreation areas as described in the Declaration of Annexation for Units IV, VI, VIII, X, XI, XII, XIII and XIV. A.P.N. 064-060-002-000 Page 7 c2001 Firs American Tide Insurance Company All Rights Reserved r ti SITE PLAN REVIEW APPLICATION Dater -0 AP# a 62s"_U 6 (9 — Permit Number (if applicable) OS = 66-71 Bin Number PLICAIVT INFORMATION Owners Name: Owners Address: Telephone No.: /&I/ -j7) 11 Parcel Size: �J Email: sdD -- IC6-a Situs Address: L^ T'/ g /' ,, i --f��► � ,� ►�G �ti � Proposed Use: Re 'dential fi New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel BUTTE COUNTY APR 0 4 2005 DEVELOPMENT SERVICES ❑ Commercial Remodel ❑ Industrial Remodel W ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) is Approved ❑ Conditionally.Approved ❑ Resolve Problems Prior to Approval IN Site Play Stampedproved 27 09- By tv// Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N 1 Snow Load Area: -?W0 - ' l ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) o Flood Zone: ✓ Flood Panel No.: _ to C Index Date: -�G'��_ ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance ❑ Administrative Permit ❑ Variance ----------------------------------------------------- ----------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front #ZoningCode Streets & Highways Fire Prevention Subdivision Map Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. 10 CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Comphance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 I 10 Subdivision Map/Parcel Map: Map Date of Recording: 5— ( 5 - dil Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: '38 Page: 2 Date of Approval: Parcel leap/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared ' by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 i* r I 70 n Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc a -aa -off Page 5 of 5 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan' Approved for: Sewage Disposal Water Supply: I'ublic. Clearance for 3 bedroom mobile home. Other Hold final for: Final clearance O.K. ior: NOTE - Environments ealth Specialist 8/92 N. E. 11. I1s1: ON 11' I'I,it Plan Altail,cJ _ C -5 i:l,:yr Plan Aunihed YDS nq�4, 061(- 0 002 Al)// Private Well s / //� 5 Z/� s - Date JWAW�= f �M- r ENVIRONMENTAL HEALTH Coy TER k, MAY 0 g 1995 rA J#1 Chico, California III Vs,t1 fR°"',vjRY I I�>GY,EIu ,�„gn rW I kIN. Q 3Bopm IAv.eirya �-�✓. ,Q,� 51; . I� I Cone, I .I �►`�i'6�bV�'6 Butte County I cekus Envirbnmental Hed1f f1 s /20' 51pKc �A7�Q D N I OD . .... .f s C. : C --- ------- cn .E..eC.EI � � . . ,/than CD 42* Luy OD . .... .f s C. : C --- ------- cn . .... .f s C. : C o .E..eC.EI � � . . L=120.00' N IV 03'34' E I-------------------------------- I I I------------------------------- I REPLACEMENT AREA I--------------------------------- *1 ------------------------------ I I I -------------------------------- I I ------------------------------- I I I••--------------------..--`� I ACTIVE AREA- ------------------------- REA-------------------- ---- T�(N) ---------------------- o I (f LEACN LINE INSTALL PER ,; I BUTTE COUNTY STANDARDS �� I i I N I� .! —jI a'I r n, Q I tall I I I FIBER ROLL l � I ' I € IN) I,S00 GAL ngs, nailing `shal'1 be as specified: SEPTIC TANK i `-_ �� .....3-8d ach ,end:=:;::.4 v. -::.:.:_.....2-8d each joist, face:nail;::......2-8d I to each joist, . face.: na l:�:....3-8d I ?!r, blind and face; nail .....2-16d Lng' I I ' .`' ' iN) 3—BEDROOM I ......16d;at;.i6"o.c. I o IN) CONC. RESIDENCE 30'-0' Lng,.......... ••••PAU ••. .. .;3.-16d per 16" I ......•.. :: ..: .::2-16d �or�2-16d, I toenail, ,end nail I L _ •r 20' SBL _ _ j i ...... ........ .16diat 24"o.c. ......16d at .16"o . c . RETAINING ►....................... ...... 8-1 6d . WALL o IN) GRAVEL ifters b DRIVEWAY .. .............. .3-8d cv ail...: .... ..:8d�.at�6" o.c. :tions, face nail............2-16d 16d at 16" o.c: along each edge tail ....... ................... 3-8d )enail.. .... ......... .4-8d :itions,�face nail ........... 3-16d ifters,.face nail ............ 3-16d ........ ......... ......... 3-8d ite, face nail................2-8d each bearing, face nail ...... 2-8d to each bearing,. .3-8d ....... ... ...16d at 24"o.c: ..20d�at�32"o.c. at top and �2-2od at ends and at each splice ..........:.2-16d at each bearing 0 `m-L\\v\\mw' 0 :,, ENVIRQMPITA 4. 1-IEAL7 MAR 2 5 20,05 . COLTER WAY iR G, rii ..IFORNIA TE PLAN 4LE. P=20' 30 40 50 60 10 80 40 100 1. WGL a 4.W J% 10 " .2 GL -V 8. Bedroom window finished sill height to be 4411 maximum at egress THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE _V BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. _V windows. i All outlets in bathrooms, dressing rooms, kitchen counters, and at e, "I _V SEDIMENT REMOVED DURINGUINTENANCE MAY BE INCORPORATED INTO EARTHWORK 0 C\1 h 0 LU 9. All exhaust fans, gas ranges, and clothes dryers to be vented to exterior location to have G.F.I. devices. ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. outside. 2. Electrical contractor to verify all f ixture and device locations _V V U N _J _V _V < 10. Finish grade and finish floor elevations to be field set. Drainage with Owner. IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, around all structures is to be away from buildings at 1/4 per foot shall pre -wire for telephones and T.V. (9 _V V 0 3. Electrical contractor SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES V OD OD _J Slope for minimum 41. Swale as required. FIBER ROLLS outlets. TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS, WILL LIKELY BE REQUIRED IN 0 U 11. Dimensions noted "clear," or "cirl, are minimum required dimensions 4. smoke detectors shall be provided in compliance with local building CONJUNCTION WITH THIS TYPE OF APPLICATION. _V _V Z and must be accurately 'maintained. code as shown on drawings, direct wire wl battery backup. _V 12. All dimensions are to face of stud, face of concrete, or face of appliances. 5. Electrician shall install all built-in U 4V 4V re masonry, unless otherwise noted. 6. Provide no V outlet and switched light within 25' of RVAC unit for service. VERTICAL SPACING 7. Provide minimum 100 amp electrical service. MEASURED ALONG THE L9 8. In the kitchen, dining room, or similar area of a dwelling unit, FACE OF THE SLOPE the two or -more 20 -ampere small a=>liance branch circuits required 0 VARIES BETWEEN 1. All exterior doors and windows shall be weatherstripped. shall serve all receptacle outlets and receptacle outlets for NOTE: 10' AND 20' s, and ceilings 2. All joints and penetrations in exterior walls, floor INSTALL FIBER ROLL shall be caulked and sealed. refrigeration equipment. Counter top receptacles shall be provided - I V) 3. Exhaust fans and fan systems to have backdraft damper control. with a min. of two small appliance branch circuits. ALONG A LEVEL CONTOUR 9. one outlet on a separate 20 amp circuit must be provided f or the 4. shower heads and faucets shall be certified by the C.E.C. laundry area and be within six feet of the intended location of the 5. All gas appliances shall have an intermittent ignition device. INSTALL A FIBER ROLL NEAR 0 6. Exterior wall to be insulated with R-19 insulation. Attic spaces to appliance. this circuit shall have no other outlets. REIN170RCM STEEL TYPICAL FIBER ROLL INFALLATION io. Provide arc fault circuit interrupter breaker at the main panel for SLOPE WHERE IT TRANSITIONS be insulated with R-38 insulation. Floors to be insulated with R-19 0) I I all bedroom outlet circuits. 1. Reinforcing steel to conform to ASTM A615 and be intermediate NOT TO SCALE INTO A STEEPER SLOPE. insulation. Interior sound insulation to be 3 1/21, sound batts, grade deformed bars - type N, grade 40. < typical at master bedroom, utility room and bathroom walls. d d, reinforcement bars to be lapped minimum 40 bar 7. Exterior windows, and doors with glazing, shall have permanent NFRC 2. Unless note 0 d levels attached, U -values of doors or windows shall meet Title 24 diameters. 0 1. Provide attic ventilation at areas with attic. venting to be at a 3.' Bends in - reinf orcement shall be in accordance with ACI 318 - 8 9. ca culations. of reinforcing steel are to 8. Title 24 Installation Certification form CF -6R shall be posted ratio of 1:300. At least 50% of the required vent area shall be 4. All dimensions shown for locations prior to issuance of Certificate of occupancy. provided by attic vents located at least 3 ft. above the eave vents face of bar and denote clear coverage. Unless specifically with the balance of the required ventilation provided by the eave noted otherwise, concrete coverage shall be 311 where concrete 9. Ducts to be constructed per U.M.C. vents. is placed directly against earth, and 211 where concrete is i A �P,, io. Water heating equipment shall be certified by the C.E.C.. water N IV03'34- E d to earth but is against forms. slabs on grade shall A e, expose heater energy f actor to .60 minimum. Pipe within 51 - 0 11 of the water se noted. r heater (in unconditioned space) shall be insulated with R-4 have reinforcing at mid -depth unless otherwi 5. Splices in continuous reinforcing shall have a lap of 40 bar where shown insulation. MWING.-COO-LIM AIR COMIT QNIM- diameters minimum in concrete construction except red 1869 11. mechanical equipment energy rating: AFUE .78 for the furnace. SEER otherwise. Horizontal laps in adjacent bars shall be stagge -------------------------------- 1. The heat loss and heat gain of the air conditioned portion of the 10 for the cond. unit. REN heating and air 51-oll.minimum. vertical bars shall be one piece full -height. 12. insulate all ducts in unconditioned space with R-4.2 minimum building shall be determined by a licensed conditioning contractor or engineer. Such person shall assume all insulation. All windows to be lowE2 dual glazed with vinyl frames. responsibility for adequately heating and C001itg the building. ------ I ------------------------- OF CX 13. chanical 14. Lamps used in luminaries for general lighting in kitchens and 2. The systems shall be properly balanced by the Me specif icatiOns . Unless 1. Install holdowns per manufacturer's REPLACEMENT AREA bathrooms shall have an efficiency of not less than 40 lumens per contractor. or adoor e Mechanical contractor to noted otherwise, holdowns shown adjacent to a window watt�(usually fluorescent). 3. It shall be the responsibility of th ------------------------ ------- I , etc. are not located so shall be attached to the kingstuds. .15. insulation Certificate is required to be posted at the residence verify in the field that registers, ducts studs which ough plywood to I members in the 2. provide continuous edge -nailing thr rior to the issuance of a Certificate of Occupancy. as to cause subsequent damages to structura P 1 have a holdown. framing. -------------------------------- 0-TAZING & WI W -20K. NOTES 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their ROMH CARREHM 1. Doors, windows, and shower doors within hazardous areas to be installation shall be by the mechanical contractor. 1. In addition to framing operations normal to the fabrication impact resistant glass. 5. Provide R/A grille with filter. and erection indicated,on the Drawings, install wood blocking -------------------------------- 2. All glass less than 18,, above adjacent walking surfaces or within 6. All HvAc registers a diffusers to have adjustable dampers. work of other trades. position shall be fully 7. Provide dual setback thermostats. and backing required for the fir of the grades 24" radius of door jambs in closed tural framing shall be douglas I tempered. 8. All exhaust fans to have backdraft damper and.a minimum of 4 full 2. Struc rading rules): indicated or better (WWPA 9 3. All window frames to be set in full bed of mastic. Lap building air changes per hour. vent to outside air. rs NO. 2 wrap over window flange except at sill. 19. provide condensing unit on concrete pad. confirm size and location 2 x joists and rafte 10. See plan for location of HVAC unit. Confirm size and location. Posts & beams NO. 1 ACTIVE L AREA - Studs No. 2 S32M Elm-= Sills a plates No. 2 RF (unless noted otherwise) -------------------------- FXNISH CARPM= crete PTHF (unless noted otherwise) 1. Provide a prominent identification number at each unit not less sillson con not noted NO 2 required for finish woodwork misc. framing than 4 " in height and which is easily visible from vehicular and or 1. Perf orm all work necessary and anchor bolts ------ --------------- ST69 pedestrian traffic. including, but limited to: 3. Wood sills bearing concrete shall be bolted with in 12" ofend A. Interior trim and millwork. as noted on foundation plan, bolts shall be with bolts. D" AM HARDWAn -NOTES B. similar assemblies of finish wood. of each piece. Each sill shall receive at least two (N) LEACH LINE INSTALL PER Each bolt to receive a 2tl.x 210 x 3/16" sq. steel washer. This C. Hanging interior doors. information will govern unless more stringent criteria is APPROVM BUTTE COUNTY STANDARDS I . All exterior and interior door �ardware to be as selected by owner. D. Installation of manufactured items not specifically noted to indicated on plans. �nty Exterior and interior hardwarelfinish to be as selected by owner. be installed by others. 4. Bolt holes in wood or steel shall be 1/161, larger than bolts - I Key all exterior doors alike. 2. Materials: -tightenedprior _ nneeC 5. All nuts shall'be tightened when placed and re 2. Privacy locks to be provided at Master bedroom all bathroom A. Cleats and hook strips: Pine. to application of finish or at completion of job. doors. B. closet shelves I x 12 particle board. shall be Simpson STRONG -TIE or approved ate sides and painted. 6. Framing hardware LlOg NO.C-2004. 3. Provide 1 1/2 pair butts per door. c. windows to be trimmed in wood on all as specified in Cata 4. Each door to be provided w/ door stop. 3. All millwork shall be fabricated and assembled from measurements equal, with connectors i olts as indicated in the taken at the site. Install connectors wit h nails and/or b Signature 4. Casing trim, Cleats, etc*.: Apply with appropriate size nails catalog. to Solid- 7. Wall top plates shall�have joints at a stud centerline. OIS DayffulL countersunk and f illed. All materials shall be applied US C4 backing or applied with appropriate fasteners. MANMACM 1. All gypsum board seams to be taped. Texture walls and ceilings with be painted, finger -joint. I light knock -down finish typical U.N.O. (provide smooth finish at 5. All interior trim, casing etc. to 6. All new cabinets shall be stain grade verify material with owner. 1. Submit plans and calculations to Architect and Building wallpaper locations, confirm locations with owner. Department prior to installation. 2. Install green board at all wet areas. RLMM 2. Truss details and calculations for roof trusses shall be FIBER ROLL switches etc., score knock -out substantiating adequacy of trusses to support dead plus live 4. Cut all openings for outlets, 3. Install metal edge at all exposed exterior corners. prepared and signed by a California Registered Civil Engineer 1. The drawings are schematic and indicate the systems and equipment . ....... method will not be used. to be used. Plumbing contractor shall verify clearances, shall lay loads. Gypsum board to be painted with primer coat prior to texturing. out and coordinate the plumbing work with the work of other trades, e 25-G and shall be applied in and shall confirm the location of and install sleeves and hangers GLURD-L 6. Fasteners shall conform with UBC tabl AMXN&TED- BEMS such a manner as not to fracture the face paper with the fastener so that work of other contractors is not delayed. head. Fasteners shall be spaced a minimum of 3/8 inch from edges 2. install gate valve at service entrance to building. 1. Materials, manufacture and quality control of glued -laminated U1 I > CJ beams shall be in accordance with ANSI/AITC A190.1. and ends. except those 3. All fixtures shall be supplied with hot and/or cold water, waste Fabrication shall be in an approved fabricators shop. 7. All edges and ends shall occur on the framing members and vent piping as required. Waste and soil lines shall comprise a edges and ends which are perpendicular to the framing members. complete sanitary system from each fixture to, and connected with 2. Laminating combinations shall meet the requirements of 8. Fire -rated assemblies,shall have joints treated (taped). the waste system. ANSI/AITC A190.1, and shall provide the design values equal to 4. All waste lines shall have a continuous fall of 1/411 per foot or exceeding the values noted in table 23-1-C-1, 1997 Uniform U PAINTI inside the building. instruments shall be used in setting line and Building Code for the appropri�Lte combination noted on. the-, j ect LU level. plans. Unless otherwise noted, beams used f or this pro NATL _SIC913DUM 1. Perform all work necessary and required for completion of the 5. Cleanouts shall be placed to service waste system in accordance shall be 24F -V4, DF/DF. (N) 1,500 GAL project as required to complete the finishing of the building. I F - with applicable codes and best plumbing practices. No underfloor 3. Glued -Laminated members shall bear a Quality Mark and a Except as noted on the Drawings, nailing shall be as specified: SEPTIC TANK7--,,, Painting of electrical work in finished areas of the building and o'rmance must be provided to indicate cleanoUt shall be located more than 20 feet of an access door, trap Certificate of Conf access doors is included. door, or crawl hole. conformance with ANSI/AITC A190.1. This Certificate of I 2. No painting or finishing shall be started until the surfaces to be 6. Approved backflow prevention devices shall be provided on hose Conformance shall be submitted to the field inspector prior to Joistto sill or girder, toenail ........ ....... 3-8d painted or finished are in proper condition in every respect. Bridging to joist, toenail each end ..... 2-8d >_ bibbs.L completion of the framing inspection. Application of first coat shall constitute acceptance. 4. Glued -Laminated members used in exterior applications and not I" x6l'subfloor or less to each joist, face nail.:::.'. .**.2 -8d < 3. Wood surfaces shall be sanded and dusted clean. Putty all nail protected rom moisture shall be Alaska Yellow Cedar. Widerthan 1" x 611subfloorto each joist, face nail ...... 3-8d :Sz �ED holes, cracks, etc. after first prime coat. DESIGN Combination: 20E -V12 AC/AC, Fb=2000 psi, MOE=3., 500, 000 Psi, f c 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, 4. Leave all glass areas, stucco surfaces, floors walks, hardware, and (perp)=560 psi. < 0Z (N) CONC a01-00 Seismic ................................ Zone 3 typical face nail ............................... 16d at 1611o.c. N ESIDENCE any other surf aces clean and f ree of paint, stain, spatterings, smears, smudges which are the result of these operations. Replace Wind ................................... 75 MPH Sole plate to joist or blocking, Floor Live Load ........................ 40 PSF S any glass damaged in any way. at braced wall panels ............................ 3-16d per i6l, Roof Live Load ......................... 34 PSF Top plate to stud, end nail .............................. 2-16d 1. GENERAL PROVISIONS be Stud to sole plate ............ 4-8d,toenail, or 2-16d, end nail 43 CARP A. identification requirements - each panel Shall Double studs, face nail ......................... 16d at 2411o.c. 20 BL U CONICIRM NOTES identified with the appropriate trademark of the American 1. No carpet shall be laid until surfaces to receive it conform to the 1 meet the requirements of Doubled top plates, typical face nail ........... 16d at 1611o.c. RETAINING 1. Concrete shall have a minimum compressive strength at 28 days Plywood Association, and shal Double top plates, lap splice ............................ 8-16d (N) GRAVEL manufacturer's specifications. the latest edition of U.S. product Standard PS -1 Or One Blocking between joists or rafters WALL 0 DRIVEWAY 2. Carpet shall be installed wall to wall, smooth and free from and a maximum slump of: of APA's Performance Standards. -1 wrinkles, frays,- lumps or other defects. Strength .... 2500 psi Slump ........ 411 de and Group number or span -rating to top plate, toenail ...................................... 3-8d 9 2. Construction joints shall be prepared to expose clean, solidly B. Panel thicknesso gra Rim joist to top plate, toenail .................. 8d at 6" o.c. 3. Carpets to be selected by owner. embedded aggregate over the entire joint interface. shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations Top plates, laps and intersections, face nail ............ 2-16d 3. Placement of pipes, conduits, or other embedded items in the Continuous header, T1 of the American Plywood Association. concrete shall be in accordance with these Drawings. 9 edge distance and two pieces ..................... 16d at 1611o.c. along each edge 1 have 3/8 C. Nails at plywood panels shal Ceiling joists to plate, toenail .......................... 3-8d Date: 11-04 1. Wall, counters, showers and misc. tiles to be selected by owner. 4. Contraction joints in slabs, shall be so placed that the nail heads shall not penetrate face ply. Tile to be set over grout bed. maximum dimension and area of any section do not exceed 30- line of single Continuous header to stud, toenail ........................ 4-8d owner. feet and 600 square feet, respectively. D. Plywood panels shall butt at center each panel into ceilingioists, lap over partitions, face nail ........... 3-16d Drawn: GC 2. Grout color to be selected by 5. Structural steel shapes, tubes and pipes embedded in concrete supporting member with edge nailing from Ceiling joists to parallel rafters, face nail ............ 3 - 3.6d 3. Floor tile to be set over grout bed. shall have a minimum of 311 concrete cover. that member. Rafter to plate, toenail .................................. 3-8d 9Z TIM-t-e%ma ^f ;411 fnntineys -Shall rest on firm undisturbed soil E. No piece of plywood, floor, or wall sheathing shall be Job no.: 04-111 I" brace to each stud and plate face na" Minimum depth is noted on Drawings. less than 1211 in leas t dimension. 2. ROOF SHEATHING I . . . . . . . . . . . . . . . . 111x 811sheathing or less to each bearing, face nail ...... 2-8d COLTER WAY 1. All flashing shall be 26 ga. galv. iron unless otherwise noted. A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, Widerthan 111x 811sheathing to eachbearing, face FIBER ROLL GEN1MAL X -0 -TES EIRE STOP N=ff adjacent construction. size & nailing as per drawing s. Install with the long nail ................................................. 3-8d Built-up corner studs 16d at 2411o.c. 2. 3. Flash and counter -flash at al 1 roof/wall connections. Provide galv. flashing at all wood / concrete connections. SLOPE 80 MIN. 1. All work on this project shall conform to the 1997 editions of the 1. Fire -stopping shall be provided to cut off all concealed draft FIBER ROLL NOTES: Allow 1/8" spacing at panel ends, and 1/4" spacing at bottom and staggered ......... 2-20d at ends and at each splice N 4;VARIES DQW0POUTS panel edges. UBC, 2001 CBC and any other applicable county and/or city codes and openings (both vertical and horizontal) and shall f orm a barrier in the following specific IF FIBER ROLL$ ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, (5 W7 1/211 seamless galvanized metal Fascia. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, 2. ordinances. Written dimensions are to be used, do not scale drawings. between a top story and roof space and locations: AND FILL AND COMPACT HOLES. TRENCHES, DEPRESSIONS OR ANY OTHER GROUND c5 3. Specific information on the drawing differing from these notes A. in exterior or interior stud walls, at ceilings. DISTURBANCE TO BLEND WITH ADJACENT GROUND. 7 7 7 r/m/m/w/w/m/A shall apply. B. In all stud walls and partitions, including furred spaces, so dimension any concealed space is INSPECTION AND MAINTENANCE E CD 06 4. The contractor shall verify site conditions and their correlations placed that the maximum and INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, ZE 5. with the drawings. in the event certain features of the construction are not fully not over 10 feet. c. Any other locations not specifically mentioned above, such as AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON. AND AT TWO-WEEK 3/4" x 3/4" shown on the drawings or called f or in the notes, then their holes for pipes, shafting, behind furring strips and similar INTERVALS DURING THE NOX-RAINY SEASON, 4 WOOD STAKES construction shall be of the same character as f or similar places which could afford a passage for flames. * REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. UJ MAX. 4* SPACING conditions that are shown or called for and shall be approved by 2. Penetrations of rated assemblies shall be fire -stopped. Fire as by the State - IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE. OR AS AN EROSION X the architect. stopping shall be an approved material prescribed �v ENTRENCHMENT DETAIL 6. The drawings represent the finished structure. Unless otherwise Fire Marshall. CONTROL DEVICE TO flAINTAJN SHEET FLOWS. SEDIMENT THAT ACCUMULATES IN THE 'MUST indicated, they do not indicate the method of construction. BMP BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMF EFFECTIVENESS. NOT TOSCALE o- A 1- 11 C it TT A AT SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALIF _V 1. WGL a 4.W J% 10 " .2 GL -V 8. Bedroom window finished sill height to be 4411 maximum at egress THE DESIGNATED SEDIMENT STORAGE DEPTH. USUALLY ONE-HALF THE DISTANCE _V BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. _V windows. i All outlets in bathrooms, dressing rooms, kitchen counters, and at e, "I _V SEDIMENT REMOVED DURINGUINTENANCE MAY BE INCORPORATED INTO EARTHWORK 0 C\1 h 0 LU 9. All exhaust fans, gas ranges, and clothes dryers to be vented to exterior location to have G.F.I. devices. ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. outside. 2. Electrical contractor to verify all f ixture and device locations _V V U N _J _V _V < 10. Finish grade and finish floor elevations to be field set. Drainage with Owner. IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHECK DAM, around all structures is to be away from buildings at 1/4 per foot shall pre -wire for telephones and T.V. (9 _V V 0 3. Electrical contractor SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES V OD OD _J Slope for minimum 41. Swale as required. FIBER ROLLS outlets. TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS, WILL LIKELY BE REQUIRED IN 0 U 11. Dimensions noted "clear," or "cirl, are minimum required dimensions 4. smoke detectors shall be provided in compliance with local building CONJUNCTION WITH THIS TYPE OF APPLICATION. _V _V Z and must be accurately 'maintained. code as shown on drawings, direct wire wl battery backup. _V 12. All dimensions are to face of stud, face of concrete, or face of appliances. 5. Electrician shall install all built-in U 4V 4V re masonry, unless otherwise noted. 6. Provide no V outlet and switched light within 25' of RVAC unit for service. VERTICAL SPACING 7. Provide minimum 100 amp electrical service. MEASURED ALONG THE L9 8. In the kitchen, dining room, or similar area of a dwelling unit, FACE OF THE SLOPE the two or -more 20 -ampere small a=>liance branch circuits required 0 VARIES BETWEEN 1. All exterior doors and windows shall be weatherstripped. shall serve all receptacle outlets and receptacle outlets for NOTE: 10' AND 20' s, and ceilings 2. All joints and penetrations in exterior walls, floor INSTALL FIBER ROLL shall be caulked and sealed. refrigeration equipment. Counter top receptacles shall be provided - I V) 3. Exhaust fans and fan systems to have backdraft damper control. with a min. of two small appliance branch circuits. ALONG A LEVEL CONTOUR 9. one outlet on a separate 20 amp circuit must be provided f or the 4. shower heads and faucets shall be certified by the C.E.C. laundry area and be within six feet of the intended location of the 5. All gas appliances shall have an intermittent ignition device. INSTALL A FIBER ROLL NEAR 0 6. Exterior wall to be insulated with R-19 insulation. Attic spaces to appliance. this circuit shall have no other outlets. REIN170RCM STEEL TYPICAL FIBER ROLL INFALLATION io. Provide arc fault circuit interrupter breaker at the main panel for SLOPE WHERE IT TRANSITIONS be insulated with R-38 insulation. Floors to be insulated with R-19 0) I I all bedroom outlet circuits. 1. Reinforcing steel to conform to ASTM A615 and be intermediate NOT TO SCALE INTO A STEEPER SLOPE. insulation. Interior sound insulation to be 3 1/21, sound batts, grade deformed bars - type N, grade 40. < typical at master bedroom, utility room and bathroom walls. d d, reinforcement bars to be lapped minimum 40 bar 7. Exterior windows, and doors with glazing, shall have permanent NFRC 2. Unless note 0 d levels attached, U -values of doors or windows shall meet Title 24 diameters. 0 1. Provide attic ventilation at areas with attic. venting to be at a 3.' Bends in - reinf orcement shall be in accordance with ACI 318 - 8 9. ca culations. of reinforcing steel are to 8. Title 24 Installation Certification form CF -6R shall be posted ratio of 1:300. At least 50% of the required vent area shall be 4. All dimensions shown for locations prior to issuance of Certificate of occupancy. provided by attic vents located at least 3 ft. above the eave vents face of bar and denote clear coverage. Unless specifically with the balance of the required ventilation provided by the eave noted otherwise, concrete coverage shall be 311 where concrete 9. Ducts to be constructed per U.M.C. vents. is placed directly against earth, and 211 where concrete is i A �P,, io. Water heating equipment shall be certified by the C.E.C.. water N IV03'34- E d to earth but is against forms. slabs on grade shall A e, expose heater energy f actor to .60 minimum. Pipe within 51 - 0 11 of the water se noted. r heater (in unconditioned space) shall be insulated with R-4 have reinforcing at mid -depth unless otherwi 5. Splices in continuous reinforcing shall have a lap of 40 bar where shown insulation. MWING.-COO-LIM AIR COMIT QNIM- diameters minimum in concrete construction except red 1869 11. mechanical equipment energy rating: AFUE .78 for the furnace. SEER otherwise. Horizontal laps in adjacent bars shall be stagge -------------------------------- 1. The heat loss and heat gain of the air conditioned portion of the 10 for the cond. unit. REN heating and air 51-oll.minimum. vertical bars shall be one piece full -height. 12. insulate all ducts in unconditioned space with R-4.2 minimum building shall be determined by a licensed conditioning contractor or engineer. Such person shall assume all insulation. All windows to be lowE2 dual glazed with vinyl frames. responsibility for adequately heating and C001itg the building. ------ I ------------------------- OF CX 13. chanical 14. Lamps used in luminaries for general lighting in kitchens and 2. The systems shall be properly balanced by the Me specif icatiOns . Unless 1. Install holdowns per manufacturer's REPLACEMENT AREA bathrooms shall have an efficiency of not less than 40 lumens per contractor. or adoor e Mechanical contractor to noted otherwise, holdowns shown adjacent to a window watt�(usually fluorescent). 3. It shall be the responsibility of th ------------------------ ------- I , etc. are not located so shall be attached to the kingstuds. .15. insulation Certificate is required to be posted at the residence verify in the field that registers, ducts studs which ough plywood to I members in the 2. provide continuous edge -nailing thr rior to the issuance of a Certificate of Occupancy. as to cause subsequent damages to structura P 1 have a holdown. framing. -------------------------------- 0-TAZING & WI W -20K. NOTES 4. All electrical disconnects, service wiring and conduit shall be made by the Electrical contractor. Control devices and their ROMH CARREHM 1. Doors, windows, and shower doors within hazardous areas to be installation shall be by the mechanical contractor. 1. In addition to framing operations normal to the fabrication impact resistant glass. 5. Provide R/A grille with filter. and erection indicated,on the Drawings, install wood blocking -------------------------------- 2. All glass less than 18,, above adjacent walking surfaces or within 6. All HvAc registers a diffusers to have adjustable dampers. work of other trades. position shall be fully 7. Provide dual setback thermostats. and backing required for the fir of the grades 24" radius of door jambs in closed tural framing shall be douglas I tempered. 8. All exhaust fans to have backdraft damper and.a minimum of 4 full 2. Struc rading rules): indicated or better (WWPA 9 3. All window frames to be set in full bed of mastic. Lap building air changes per hour. vent to outside air. rs NO. 2 wrap over window flange except at sill. 19. provide condensing unit on concrete pad. confirm size and location 2 x joists and rafte 10. See plan for location of HVAC unit. Confirm size and location. Posts & beams NO. 1 ACTIVE L AREA - Studs No. 2 S32M Elm-= Sills a plates No. 2 RF (unless noted otherwise) -------------------------- FXNISH CARPM= crete PTHF (unless noted otherwise) 1. Provide a prominent identification number at each unit not less sillson con not noted NO 2 required for finish woodwork misc. framing than 4 " in height and which is easily visible from vehicular and or 1. Perf orm all work necessary and anchor bolts ------ --------------- ST69 pedestrian traffic. including, but limited to: 3. Wood sills bearing concrete shall be bolted with in 12" ofend A. Interior trim and millwork. as noted on foundation plan, bolts shall be with bolts. D" AM HARDWAn -NOTES B. similar assemblies of finish wood. of each piece. Each sill shall receive at least two (N) LEACH LINE INSTALL PER Each bolt to receive a 2tl.x 210 x 3/16" sq. steel washer. This C. Hanging interior doors. information will govern unless more stringent criteria is APPROVM BUTTE COUNTY STANDARDS I . All exterior and interior door �ardware to be as selected by owner. D. Installation of manufactured items not specifically noted to indicated on plans. �nty Exterior and interior hardwarelfinish to be as selected by owner. be installed by others. 4. Bolt holes in wood or steel shall be 1/161, larger than bolts - I Key all exterior doors alike. 2. Materials: -tightenedprior _ nneeC 5. All nuts shall'be tightened when placed and re 2. Privacy locks to be provided at Master bedroom all bathroom A. Cleats and hook strips: Pine. to application of finish or at completion of job. doors. B. closet shelves I x 12 particle board. shall be Simpson STRONG -TIE or approved ate sides and painted. 6. Framing hardware LlOg NO.C-2004. 3. Provide 1 1/2 pair butts per door. c. windows to be trimmed in wood on all as specified in Cata 4. Each door to be provided w/ door stop. 3. All millwork shall be fabricated and assembled from measurements equal, with connectors i olts as indicated in the taken at the site. Install connectors wit h nails and/or b Signature 4. Casing trim, Cleats, etc*.: Apply with appropriate size nails catalog. to Solid- 7. Wall top plates shall�have joints at a stud centerline. OIS DayffulL countersunk and f illed. All materials shall be applied US C4 backing or applied with appropriate fasteners. MANMACM 1. All gypsum board seams to be taped. Texture walls and ceilings with be painted, finger -joint. I light knock -down finish typical U.N.O. (provide smooth finish at 5. All interior trim, casing etc. to 6. All new cabinets shall be stain grade verify material with owner. 1. Submit plans and calculations to Architect and Building wallpaper locations, confirm locations with owner. Department prior to installation. 2. Install green board at all wet areas. RLMM 2. Truss details and calculations for roof trusses shall be FIBER ROLL switches etc., score knock -out substantiating adequacy of trusses to support dead plus live 4. Cut all openings for outlets, 3. Install metal edge at all exposed exterior corners. prepared and signed by a California Registered Civil Engineer 1. The drawings are schematic and indicate the systems and equipment . ....... method will not be used. to be used. Plumbing contractor shall verify clearances, shall lay loads. Gypsum board to be painted with primer coat prior to texturing. out and coordinate the plumbing work with the work of other trades, e 25-G and shall be applied in and shall confirm the location of and install sleeves and hangers GLURD-L 6. Fasteners shall conform with UBC tabl AMXN&TED- BEMS such a manner as not to fracture the face paper with the fastener so that work of other contractors is not delayed. head. Fasteners shall be spaced a minimum of 3/8 inch from edges 2. install gate valve at service entrance to building. 1. Materials, manufacture and quality control of glued -laminated U1 I > CJ beams shall be in accordance with ANSI/AITC A190.1. and ends. except those 3. All fixtures shall be supplied with hot and/or cold water, waste Fabrication shall be in an approved fabricators shop. 7. All edges and ends shall occur on the framing members and vent piping as required. Waste and soil lines shall comprise a edges and ends which are perpendicular to the framing members. complete sanitary system from each fixture to, and connected with 2. Laminating combinations shall meet the requirements of 8. Fire -rated assemblies,shall have joints treated (taped). the waste system. ANSI/AITC A190.1, and shall provide the design values equal to 4. All waste lines shall have a continuous fall of 1/411 per foot or exceeding the values noted in table 23-1-C-1, 1997 Uniform U PAINTI inside the building. instruments shall be used in setting line and Building Code for the appropri�Lte combination noted on. the-, j ect LU level. plans. Unless otherwise noted, beams used f or this pro NATL _SIC913DUM 1. Perform all work necessary and required for completion of the 5. Cleanouts shall be placed to service waste system in accordance shall be 24F -V4, DF/DF. (N) 1,500 GAL project as required to complete the finishing of the building. I F - with applicable codes and best plumbing practices. No underfloor 3. Glued -Laminated members shall bear a Quality Mark and a Except as noted on the Drawings, nailing shall be as specified: SEPTIC TANK7--,,, Painting of electrical work in finished areas of the building and o'rmance must be provided to indicate cleanoUt shall be located more than 20 feet of an access door, trap Certificate of Conf access doors is included. door, or crawl hole. conformance with ANSI/AITC A190.1. This Certificate of I 2. No painting or finishing shall be started until the surfaces to be 6. Approved backflow prevention devices shall be provided on hose Conformance shall be submitted to the field inspector prior to Joistto sill or girder, toenail ........ ....... 3-8d painted or finished are in proper condition in every respect. Bridging to joist, toenail each end ..... 2-8d >_ bibbs.L completion of the framing inspection. Application of first coat shall constitute acceptance. 4. Glued -Laminated members used in exterior applications and not I" x6l'subfloor or less to each joist, face nail.:::.'. .**.2 -8d < 3. Wood surfaces shall be sanded and dusted clean. Putty all nail protected rom moisture shall be Alaska Yellow Cedar. Widerthan 1" x 611subfloorto each joist, face nail ...... 3-8d :Sz �ED holes, cracks, etc. after first prime coat. DESIGN Combination: 20E -V12 AC/AC, Fb=2000 psi, MOE=3., 500, 000 Psi, f c 2" subfloor to joist or girder, blind and face nail ...... 2-16d Sole plate to joist or blocking, 4. Leave all glass areas, stucco surfaces, floors walks, hardware, and (perp)=560 psi. < 0Z (N) CONC a01-00 Seismic ................................ Zone 3 typical face nail ............................... 16d at 1611o.c. N ESIDENCE any other surf aces clean and f ree of paint, stain, spatterings, smears, smudges which are the result of these operations. Replace Wind ................................... 75 MPH Sole plate to joist or blocking, Floor Live Load ........................ 40 PSF S any glass damaged in any way. at braced wall panels ............................ 3-16d per i6l, Roof Live Load ......................... 34 PSF Top plate to stud, end nail .............................. 2-16d 1. GENERAL PROVISIONS be Stud to sole plate ............ 4-8d,toenail, or 2-16d, end nail 43 CARP A. identification requirements - each panel Shall Double studs, face nail ......................... 16d at 2411o.c. 20 BL U CONICIRM NOTES identified with the appropriate trademark of the American 1. No carpet shall be laid until surfaces to receive it conform to the 1 meet the requirements of Doubled top plates, typical face nail ........... 16d at 1611o.c. RETAINING 1. Concrete shall have a minimum compressive strength at 28 days Plywood Association, and shal Double top plates, lap splice ............................ 8-16d (N) GRAVEL manufacturer's specifications. the latest edition of U.S. product Standard PS -1 Or One Blocking between joists or rafters WALL 0 DRIVEWAY 2. Carpet shall be installed wall to wall, smooth and free from and a maximum slump of: of APA's Performance Standards. -1 wrinkles, frays,- lumps or other defects. Strength .... 2500 psi Slump ........ 411 de and Group number or span -rating to top plate, toenail ...................................... 3-8d 9 2. Construction joints shall be prepared to expose clean, solidly B. Panel thicknesso gra Rim joist to top plate, toenail .................. 8d at 6" o.c. 3. Carpets to be selected by owner. embedded aggregate over the entire joint interface. shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations Top plates, laps and intersections, face nail ............ 2-16d 3. Placement of pipes, conduits, or other embedded items in the Continuous header, T1 of the American Plywood Association. concrete shall be in accordance with these Drawings. 9 edge distance and two pieces ..................... 16d at 1611o.c. along each edge 1 have 3/8 C. Nails at plywood panels shal Ceiling joists to plate, toenail .......................... 3-8d Date: 11-04 1. Wall, counters, showers and misc. tiles to be selected by owner. 4. Contraction joints in slabs, shall be so placed that the nail heads shall not penetrate face ply. Tile to be set over grout bed. maximum dimension and area of any section do not exceed 30- line of single Continuous header to stud, toenail ........................ 4-8d owner. feet and 600 square feet, respectively. D. Plywood panels shall butt at center each panel into ceilingioists, lap over partitions, face nail ........... 3-16d Drawn: GC 2. Grout color to be selected by 5. Structural steel shapes, tubes and pipes embedded in concrete supporting member with edge nailing from Ceiling joists to parallel rafters, face nail ............ 3 - 3.6d 3. Floor tile to be set over grout bed. shall have a minimum of 311 concrete cover. that member. Rafter to plate, toenail .................................. 3-8d 9Z TIM-t-e%ma ^f ;411 fnntineys -Shall rest on firm undisturbed soil E. No piece of plywood, floor, or wall sheathing shall be Job no.: 04-111 I" brace to each stud and plate face na" T Minimum depth is noted on Drawings. less than 1211 in leas t dimension. 2. ROOF SHEATHING I . . . . . . . . . . . . . . . . 111x 811sheathing or less to each bearing, face nail ...... 2-8d COLTER WAY 1. All flashing shall be 26 ga. galv. iron unless otherwise noted. A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1, Widerthan 111x 811sheathing to eachbearing, face Prime & paint to match adjacent construction. size & nailing as per drawing s. Install with the long nail ................................................. 3-8d Built-up corner studs 16d at 2411o.c. 2. 3. Flash and counter -flash at al 1 roof/wall connections. Provide galv. flashing at all wood / concrete connections. dimension of the panel across supports, exc ept where noted, and with panel -continuous over two or more spans. ........................... Built-up girder and beams ............ 20d at 32"o.c. at top and SITE PLAN Allow 1/8" spacing at panel ends, and 1/4" spacing at bottom and staggered ......... 2-20d at ends and at each splice N GUT-TERS DQW0POUTS panel edges. 2" planks ............................... 2-16d at each bearing SCALE: r=20' I . Gutters shall be 5 1/211 seamless galvanized metal Fascia. 3. SHEARWALLS A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1, Downspouts to be std 211x311. size & nailing per drawings. Allow 1/8" spacing at all panel end and edge joints. 7 7 7 r/m/m/w/w/m/A 0 10 20 30 40 50 to 10 80 40 100 T FRAMING RAMI LEGEND t.3 U17 r - _ - _ STD. 2 X4 WALL CONST. _ _ ca L 0 L90 4 II II w. . _ 040 SL = +� � CRIPPLE FRAME ATOP ® � 8'-1" PLATE �0 A 1 + CONT. FRAME TO BOTTOM ATTIC OF SCISSOR TRUSS 51MPLEX''THERMO-PLY' STRUCTURAL (RE L) S t0.1115L INCH THICKNESS)" ATTIC II BEDROOM 42 HEAD, NO. 11 GA. GALV. ROOFING NAILS 8' CLG `CARPET (1-1/4* LONG) AT 3" AND C OC + + ' 0 i + , , , o 22'x30" ATTIC i ATTIC ACCESS ACCESS„ ; THRU MALL �_ L=4 0 11 ATTIC ACCESS , I ► + 11 22"x30' THRU WALL—i i L=$ -O i i L=9'_0. 22'X30' 11 j 1 ............... , S AI S WN + VAULI CI G +36' HANDRAIL' C RPT IF 1 �E--ATTIC ACCESS of i i THRU WALL 22"00"o o Nom, P.. HALL, BATH #2' s' CL + 8' CLG CARPET ' w VINYL ten, ' 18' T.B. 2468 ATTIC ACCESS THRU WALL -3; � 22x30 BEDROOMS '> , s' CLG ATTIC CARPET i'-6' ATTIC -- + o ------8' CLG LINE— - + I + L=4'-0' + + II + ® � 8'-1" PLATE �0 A ® CONT. FRAME TO BOTTOM 0 OF SCISSOR TRUSS 51MPLEX''THERMO-PLY' STRUCTURAL (RE L) S t0.1115L INCH THICKNESS)" 2X6 STUD WALL 8" CMU RETAINING WALL Plot date: SHEAR SCHEDULE o m z SHEARWALL KEY ' U N m MARK V 1 ' o 9 B SHEARWALL BRACED V 1 Q 3 PANEL WALL PANEL DESCRIPTION Z Z Lo41 Q 1 318" CgX PLYWOOD MITI 8d NAl�S 0 v � x ATC C. EDGE t 12 C. FIEL . ' a a Q2 3/8' CDX PLxW00D WITH 8d NAILS } AT 9" O.C. EllllGE t 12' O.C. FIELD 3pC DGED WITH IE � oA AT0P1! O.0aFD Lj IAT" b� dX O.C. DGE D 12' FIELD OLDS 1/2 CDX PLYWOOD LTH IOd NAILS o A AT 4' O.C. EDGE t I ' O.C. FIELD o � l!2" CDX PLYYWOOQ WITH tOd NAILS a ` � k AT 3' O.C. EDGE t 12' O.C. FIELD rn 2" «, g I/ GYPSUM WALLBOARD WITN` 5d NAILS r A •. ,:. . 1 . , AT 1 -0.C. EDGE. t FIELD UNBLOCKED ; 5/8' "GYPSUM WAGLBOARBp WITH 6d NAILS >` s AT 1. O.C. EDGE t FIEL 1 UNBLOCKED m U X_ a 1/8" CEMENT PLASTER OVER EXPANDED O A 3 9 METAL OR WOVEN WIRE°LATH WITH N0. 16 GAGE STAPLES, 1/8' LEG AT C OC A 10 AT "CTO.C. EDGE 4 12'1 Q C W/ ELL NAILS 0 II 51MPLEX''THERMO-PLY' STRUCTURAL (RE L) S t0.1115L INCH THICKNESS)" HTGA W/ NO i GA. G V. STAPLES (1/Ib CROWN. I-1/9' LEGS) OR LARGE FLAT- HEAD, NO. 11 GA. GALV. ROOFING NAILS (1-1/4* LONG) AT 3" AND C OC ALL VERTICALJOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS• 5040 SL 4 HORIZONTAL JOINTS SHALL BLOCKING UAL i IZE TO it II A OCCUR OVER B OCK G EQ N S - THE STUDDING EXCEPT WHEREERE WAIVED BY THE INSTALLATION -0 REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS, -0 L=4 BRACED WALL PANEL SOLE PLATES SHALL BE NAILED OR FASTENED TO SLAB/FLR FRMG t TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. I WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE L A BLOCKING SHALL BE PROVIDED IN LINE WITH THE BRACED WALL PANEL - I SOLE PLATES 5 ALL AIL ) !dd NAIL I6 OF PLATE H BEN ED WITH H { 3 5 PER UNLESS OTE ' TYPICAL N ESS N Q OTHERWISE 1 *NOTE: FRAMING TO BE DOUGLASLAS FIR WITH COMMON NAILS. USE 3xATT(C 0 12 0 60 FRAMING MEMBER MINIMUM AT ALL 'ABUTTING PLYWOOD PANEL EDGES OR! ON H ALL Z T Y 0 RVERT CAL I LY. 24 _0 I 101-81 3 -4 101-00 90 GAL GAS FIRED WATER HEATER GENERAL NOTES r 3ON 18 PLATFORM INSTALL P.T. VALVE -5 _ I A W/ DISCHARGE TO OUTSIDE ANCHORH0 R EXTERIOR WALL # L S SHALL BE 2 x b DF 2 A? Ib O.C. TYPICAL STRAPS t VT05A H L 4 INTERIOR WALLS 5 4 AT TYPICAL D ;; N W HALL BE 2 x DF 2 Ib O.C. VE 0 P P R '� R 5 _ UNLESS OTHERWISE NOTED. ri O _ e L 0 _ 4 L40 B L4 0 Q • Ith 1 H y a a e nt mn r -b � a II II ( a a 1« u HEADERS TO BE t bX8 DF 2X6 STUDS , H 4�d2 F 2 2X9 2 2030 SL O 5 _. D , ---- T P OTHERWISE T1s " - � Y NOTED. I — ate 14 0 -0 , 1 _ _ 5 2 P- �"'�� DIMENSIONS N A E ALL D MENS 0 S 0 TU A50 CONCRETE RE TO FACE F STUD, MASONRY, 0 C o 11 C YC _ ..,c -tom- ETC. UNLESS T OTHERWISE. N r� + CSS NO ED Signature atu I , '. 9 , STORAGE P.VH G H 1 I PROVIDE BLOCKING I FOR I L MOUNTED � C AS REQUIRED 0 FRE WAL MOU E CfC N N G BATH L 1 , $0 ACCESSORIES, _ EQUIPMENT ORNAILIN OR BACKING G 2 68I 4 ,� CLG N lif') $ s ,1 1 PROVIDE P 1 1 H.R.M. GYPSUM BOARD BEHIND ALL TUBS AND i YL m _ • i—' o _ _ co L i SHOWERS TYPICAL. 0 24b8 cx � f-- I2 r .� i 2468 4 t 2 T.B.T i _ _ ALL WINDOWS HEA T HALL BE +C -8w AT 8 0 CEILINGS D 5 0 0 " 1 HG b NL N OTHERWISE I AND 1 AT 9 0 CEILINGS, UNLESS NOTED 0 ,, 1 it 1 1 5 A CE GS Ln 1 u r r 0 L 40 Q _ – 1 cn L4 0 0 r , i � I ER M 1 .MAST B EDRM • 1 !:DRYER 1 WASHER DR ER I, I_ Y _ t U 1 U 8 CLG 2868 1CARPET _- L9 0 - _ N 1 L-9 0 , LAUNDRY .. i i 1 , II _LU 1 , CONT. SHEARPL Y , 1 2 3.0 468 -.: _ BEHIND WALL FRM _ 8 GG H L G / 1 h � 1 B B B B 28� o f , t V NY STAIRS , t t 3 3 3 i t '3 1 0 1, 1 I , HALL `. , M _ t 1 t ,.o ET UP 1 + i —1 .• CARPET -, . I + , , , _ O 1 1 + , 1 8 CLG t 1 a- Q _ UP FLOW 1 i _ 1 , M _ -GARAGE CARPE, I 0 1 FURNA E I 1 I + G �Q, { 1 ! 1 I-$ P 0 + 5 a- I ------� 0 PB RD AT , 5/8 TYPE _X GY OA I ` Q Y ,t a,. �e 1 i r WALLS TYPICAL 0. GARAGE t O 5/ TYPE X i 1 8 Y I RETURN Ali UR it �+- --- --- -- i`- 0 o: YP BD UNDER / TYPE X PBOARD OVER G 58 P UNDER URN. Y GY r N M L 40 M N 1 TAR , 5 I S FLR JOISTS AT Ib 0 0 5 G I ! REF. -- , _ L , � sn AT GARAGE CEILING, TYPICAL ---------� G G Y s t G v I + _ a Nr 90 -50 3 9 _ N 68 M I , 'G o ,, E M KITCHEN 1 -1 a V f r OZ $ CLG l 1 IUj _ I OOK 0 12 D" VINYL C T 1L=11'-2' o- Y � W! HOOD i w , I i t t1C U LIVING RM + BUILDING G AREA DECK L G O ! , a 1 l V ! t 8 CLG i O J o ,_o O t1 t CARPET G FIRST O .a�8>r R FLOOR — v "1 r- _ t + 1 i cry + r nn// UL + Z V _ GARAGEAREA G A I G EA 130 Square Feet L 8.0 A A A I WA 1 4 I t i I I 3 3 3 � 3 I 1 1 I SECOND FLOOR C Fo c R i DININGRM i I 1 CONDITION ARE •.A 130 Square Feet , , 9 1 I 1 NO 8 CL ENTRYG I iRVINYL ,t 1ATTI36 WO o �C 1_iI L 0 4RAILIN LG 8 CG 1 1 I 3068 HM , fl I L _ t V NY CONDITION _ C ARE 3 Square feet i 1 A 655 ae 4 0 4 1 1/ LT l - 2 Da 'I i to 10-04 I 1, 3068 5C 0 �R t TOTAL. CONDITIONED 1 C TIONED AREA 1095 Square deet _ 9 e -- — Drawn: FC 3050. SH R DR 'L , I 'L 16010 GA 1 3050 SH l l i , l b l - Job no.. b 'L 09 III ti + 9 bXl2 DF i HD R 1 ,9 � 0 9 � 0 9 B A� L .a%00� 4O__ L 0 -�L 4 TO4�3E' A � . M c t DECK ' c a o 0 0. Sheet. i a y O 0 1 r ,' t— DOWN Y oW + 1 + +- t -3 A p b WOOD � � o + , , 1 0 A + 1 S 9 Q , o RAILING o G 36 W .o WOOD T 0 1 s M 1 I ! FLOOR PL -ANS HANDRAIL S + I' , i t t , t , , i --i--1- 0 [------------------------------=-----_-------- ----- •' » 2nd - FLOOR ISt F(�R/SMT SCALE: I/9 =1-0 _ _ 3 6 3 10 2 0 2 0 0 7r Ir 2 0 1 0 5 -0 5 0 1-0 _ _ q_0 of: 29 0 l 8 2 I I I T � ,