Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065-220-010
`065=22,70- =010-,- --'--,92:-4249"PEM GUNTHER, Leo 14243 Coutolenc.Rd, Magalia',:.- new sf 065-22-0-010 GUNTHER, MICHAEL 14243 COUTOLENC RD, MAGALIA -PELLET STOVE/SF 065-220-010 94-032B GUNTHER, LEES ��7/9 14243 COUTOLENC RD., MAGALIA COMPLETE WORK STARTED.BP#92-4249 065-220-010 0 1-2 J O'LEARY I NAL: n-\ 14243 COUTOLENC RD. MA LIA CONT: MATT THOMPSON ADDITION SF 065-220-010 02-1199 O'LEARY, KIERAN & DIANE 14243 COUTOLENC RD., MAG CONT: WOOD HEAT &S P A WOODSTOVE 065-220-010 B3P04065lqirV4,?j O'LEARY, KIER-AN & DIANlBjk)>jjj' 14243 COUTOLENC RD., MAGALIA CONT: MATTHEW THOMPSON CONS'. ADD LVRM, 2 BEDRM & BATH/SF �I I NOTES RESIDENTIAL 065-220-010 BP040651 PERMIT NO. O'LEARY, KIERAN & DIANE 14243 COUTOLENC RD., MAGALIA CONT: MATTHEW THOMPSON CONST + ADD LVRM, 2 BEDRM & BATH/SF i t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I • t JOB FINALED i Signature r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I • t JOB FINALED i Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds 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 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code r Date: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: I certify that in the performance of the work for which this permit issued, I shall not employ any person in any manner so as become subject to the workers' compensation laws of Califom and agree that if I should become subject to the worke compensation provisions of Section 3700 of the Labor Code, I sh forthwith comply with those provisions. i Date:!.1' pr t I e� 0 Applicant: PERMIT NO. r BP040651 Issued Date: 04/30/2004 APN: 065-220-010-000 Site Address: 14243 COUTOLENC RD MAG Map Index: Description: ADD(944) 2 COV DECK(404) Owner: OLEARY KIERAN J & DIANE J 14243 COUTOLENC RD MAGALIA, CA 95954-9790 Applicant: OLEARY KIERAN J & DIANE J Contractor: THOMPSON CONSTRUCTION, MATTHEW THOMPSON, MATTHEW 7308 PENTZ ROAD PARADISE, CA 95969 530-872-1441 530-680-3774 CELL License #: 639024 Architect: Engineer: FLT nal Square Ft: Valuation: Census -Code: WARNING: Failure to se re wo kers' compensation coverage is unlawful, and shall subject an oyer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Secti6n`3706 of the Labor code, interest, and attorney's fees. —CONS'IKucfIUN LENDING'AGEidCY -^ _ Y.-�-�---- I hereby affirm that there is a construction lending agency for the Resclutions t9 do work i performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: `, Address: PERMIT EXPIRES ON: 0 S. F. $0.00 the cpplirble7 rove for which. been paid. ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. f I ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above info ation is correct, and that l am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.A - f Print Name: Cl -1 p_( y � I r �, Date: ;� (�1( ` - T )C) _ 0 XfOwner ❑ Contractor ' j° ❑ Agent for Owner 0 Agent for Contractor J=OK 0 = Not OK otReadya61e MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 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 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements _ Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 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 _L MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability `• 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _L J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date 1.1141016RFLOOR (Plans) OK except #'s nV Ptg., Main; Soils-Elec. &rt -t6.4 LC Ftg. Depth Garage; Soils-Steel-Elec. @Md.-/ P' Ftg. Depth tq., Porches & Decks; Soils -Steel -/,/,?_P' Ftq. Depth 62n4 Downs and Special Anchors ab, Steel -Wrapped j 42144''0 &9 .W.V.; Fall -ung -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date W --?Card B-1 Date Card B-1 Date f I Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s lit-VTaffier Htr.; Vent -Access -Combustion Air Baffle 1Water Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test Fittings & Anchor -Nail Protection 11 - wer Pan; Test, First Floor -Tub Access -29! e t Tub & Shower, Second Floor -Tub Access 221�as Pipe; Sixe & Anchors 23_E4r. Sprinkler; Test Date *.-Glazing Are lass Prote tion -Skylights -Plastic and B-1 Date Card B-1 Date Z She s; Nailiaf-Botfy Card -1 Date Card B-1 Date EEqnICAL (Permit) OK except #'s 2 . Fi ure & Transformer Clearance -Ins. Protection 2 2 2 2Z4quip. e . Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. Ground made up w/Mech Fasteners -Bond Gas & Water Date O pliance Circuits in Kitchen & Conductor Size GFI DateA&W�Card 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date V 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 6 32. Service -Riser Conductors & Ground Main Disconnect 66. 33. Equip. Clearances Panels-Motors-Mech. Equip. Or 34. Clothes Closet Light -Shower Light -Spa Light 69. 35. Smoke Detector 70. S irs & Rails Date p v� Date or Stove, Clearance -Hearth Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 Ducts Insulation & Support 37. nt Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade ' 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115.0utlet 40. Attic Access & f latfqX if Furnace in Attic Date (/° (s - Card B-1 Date Card B-1 Date P Elec. Receptacles in Garage (FF.I.)-Romex Protection Card B-1 Date Card B-1 Date FRAM NG (Permit) OK except #'s ' 4j. Ai5s Proper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound 4 ' earing Walls over Girders &, Floor Nailing Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 4 raft Stop in Walls (rat proof)';' . 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 .: eaders & Beams -Size & Bearing Date FR!MING (Continued) Hangers -Post Caps -Anchors -Connectors . Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4S. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. E5 rm. Windows or Exiting Doors -Sill Ht. & Dimensions -i527-17a-rage Fire Protection Framing -RC Channel 5 Property Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ,5&.--3tairs; Width -Headroom -Rise -Run -Landing -Fire Protection .Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5r. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access *.-Glazing Are lass Prote tion -Skylights -Plastic 60. She s; Nailiaf-Botfy 6M. Kace Interior/Exteriarf4all Panels v Lo W. 63. Insulation -Walls -Ceilings Infiltration -Walls -Windows Date O 96rd B-1 Date ♦ Card B 1 DateA&W�Card B-1 Date Card B-1 Date V FINAL s) OK except #'s x teps- Door & Sidelight Protection -Landings 6 moke Detector 66. Furn a Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection edroom Exiting Or G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. S irs & Rails Do"Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. 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 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. T&Iowing Instld./Drive 0 Yes O No/Walks Cl Yes 0 No/Planters 0 Yes 0 No . Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Zer Well, Disconnect, Electrical, Plumbing . Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93.,nter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 95., Address Posted 96. Fire Sprin er Date? 11 al Card B71 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Feb 23 05 08:05a LOERKE INSULATION CO.,INC 5308918560 p.1 I. RMF IdaI 2. CMUNG ar Ikat T av#jL Brow Nam Ind tame Johns Ivy LOM FIR TYR Bnmd MmM Jdw Mwwft Corftdads nM. InstsM w&Vft sq. .Mwmm Thmmm--11�— Mamftcbffws bmWed vmW per sclum bd to adum ThwnW R (R Value) R 3. EXTFtOR WALL Thidme s ftdmsW Insael on D . 6. FOUNDATION WALL material T 9 (RVak*) Brand Nam Value) Ike MmmW rm (R Vahm)— _--_ General (Co. -Igmm, Dim ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net%dds PERMIT NO. BP040651 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: 04/30/2004 APN• 065-220-010-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 14243 COUTOLENC RD MAG Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: ADD(944) 2 COV DECK(404) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner'• OLEARY KIERAN J & DIANE J to its issuance, also requires the applicant for such permit to file a 14243 COUTOLENC RD signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section MAGALIA, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95954-9790 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: OLEARY KIERAN J & DIANE J owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner or property who builds or improves thereon, Contractor:, THOMPSON CONSTRUCTION, MATTHEW and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). THOMPSON, MATTHEW ❑ I am Exempt under Article 3 of the Business and Professions Code 7308 PENTZ ROAD Date: 4-30-0Owner: PARADISE, CA 95969 530-872-1441 530-680-3774 CELL WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 639024 E3 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. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: FLT the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy#: Total Square Ft: 0 S. F. Valuation: $0.00 J°(I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Pf'i 3 Date: Applicant: WARNING: Fail a to secre wo kers' compensation coverage is unlawful, and shall subject an oyer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Bette County Code 2n(VOr I hereby affirm that there is a construction lending agency for the Resolutions t9 doxrork indicated bovXfh';hees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) et�lozvx Name: By: Dae: PERMIT EXPIRES ON: Address: Da " ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 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. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. ex -cc � eca' Print Name: Signature: I� Date: 'itll�(�11 J�% r �� AfOWner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 4 �C\ BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PPPLIC�TION 538-7 24 HOUR INSPECTION #: (530) 538--7 VILLE) 30) 891-2834 (CHICO) OFFICE #M301 SW7541 PERMIT NO. ('�)Po+ b� DATE: APN: 0Q.5 - ZZo - c>(0 ZONING.- NEAREST CROSS STREET: < � � � T1�2ACT/LOT#: ^ SITE ADDRESS: 14243 -A t— CITY, ZIP: I'� �CC C��5� OWNER NAME:PHONE: L STREET ADDRESS: Z 4 2 �' � / — [ etLC P_��G� F C2 4-3 - LV ( Z V CITY. ZIP: t t \ C �`�v l �� is � E-MAIL: �cole. @ t APPLICANT NA E:W PHONE STREET ADDRESS:FAX: 14 �4 3 co�� �S3 -3- 46 2 CITY, ZIP: C � � � c. rC.� J E-MAIL: CONTRACTOR NAMEPHONE: Ka� � $72. _t'"`41 STREET ADDRESS: D_1 �a 94 FAX S �Z- 3 3G3CITY, ZIP:. C 4 QlSct �? GC E-MAIL: LICENSE NUMBER QP `a ct b Z4 �� R ��� LICENSE TYPE: ARCHITECT/ENGINEER NAME: Ft-cu.�� T kQSS F PHONE: STREET ADDRESS: � `� �����` n r `C C\933 Fes; l CITY, ZIP: LICENSE NUMBER: (-���d�se Z 3 E-MAIL: DESCRIP SCOPE OF WORK: c�cli�to� Lio��- Roo... Twa &0& C`00-41 �+�2 ��roay. o � ❑ Structure Built without permits ❑ Proposed Change of Occupancy Onote 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 fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request m e made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check for wor Ian checked and other de artme_nt_costs_are,not.refundable. =. _ For office use oni Notes: 9 � 21� J Application Received by: Date: Receipt number: �' "• P ��� Amount eceiv l 40 lcl.C_Zµl i N[1 , etk B. C. Building Permit 01-23-04 pg 2 99 T x ti.N.."N` ) 'y y_xiil{' : •"n�l�.:"V`i.i,�•'.S_�! h, V i-- _ ,r�. •-;ry 11'"..e�- ��- 9 i l� COUNTY OF BUTTE -DEPARTMENT OF DEVELOAWENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER-() . 9ac�_ 1 Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ofd*660 apply. 7 :1'9 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. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 7 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) Data sheets and installation inst, (B) 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. a ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form AEt 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................. A 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required .................................................... 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as ,shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ............................... r....................................... 23. California Department of Fores�tryy plan approval al . Sent by: ............. 24. Planning approval (A) Use: d K (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractbr's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ ' 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction........................................................................................ ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephore and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant' Date: 1. Index permit p ica on or th ab vo e i ems numbered: Plan Check Letter 2. Additional items req Jr, • Contractor, designer as Arsed of the above data b ne, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed . Date: Structural approved by: Date: Note transfer by: Dale: - w Yellow: Building Division E.H. USE o r Piot Plan Attached FI• oor Plan Attached Sent to 8. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 2 _ -D 0 Owner Location , AP# Plan Approveo, foq� Sewage Disposal% Water Supply: Ppblic„Priyate Wellxi Clearance for IkNVwelling. Oth Hold final for: Final clearance O.K. for: NOTE: Environmental H 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. #Ii-Ol�/`� a V PROP OSED BUILDING USE ) DATE ' 55 ��7 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES � / � " J� --- Balance Due ..................... $ l --- Additional Fees Due........... $ �42. - Revised Plan Checking Fee.... $ 1. SCHOOL DISTRICT FEES �Q (paid at School District Office) (form available after Plan Check) '4-/30/04- 3. 4/30 0 - 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION ANP PLAN CHECK FEE WWII (paid at Building Division 1 g9. 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during,the plan checking process. APPLICANT DATE31 _ 1 � t Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number Jurisdiction: city edtinty Property Owner 4-jp,&A,,j +- 17i'4-hiC L i 0, 11-� Property Location/Address /4/L4/3, CO3Xt64E-A.1C-- Lf Subdivision Lot No. OP oy'069 Residential Development Q/ Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ...................... . ... (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/industrial New Addition Department Sq. Footage (Including Exterior Roofed Areas) Date Distq*ck Identification No. &"'LAchool District certifies that (Applicant) (Street Address) (Phone Number) �� 5y (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing square feet. 2926 $ A. 101 School District Representative 1-j Date Paid byCheck # Remarks: No You may I~ the Imposition of the ton Idendfled above by submitting a vnftten protest to the District. In compliance with Cievernmerill Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely wnitienprotes wtfl\prohibh you tram chal"Ing the Imposition of the ton In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Dis * bid Is • retitled by the applicaMe Local Planning Agency that this project Is being f*vWaed under the Calftrnla Environmental Quality Act (CEQA), this WqjW may be suliod to additional school fen to fully mitigate. ft Impact on the school dMrkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmM National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE Project Title: 2 r By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of -land. I, further, certify that this project will not disturb 1 acre or more of land., I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: K Q mo- C) Date: XW\a r- 9 O 4 `.' . v vi y • w W • m a : •, N m 30 30 30 N 86° 13'3 4 E 70 7.5 8 Z 425.33 252.11 Z �1 PARCEL I — 1� 1 Cps N 001 w 3.00 A c. R= 970.00 1 PARCEL 3 z o. 11' 11'57" N tD o L= 189. 60 I M N E - . N �� 2.80 Ac. w i' (A O d 1 v_ to I -ji co Q " cv W zil 35.18 N N 89 039'20" W i O a� a "V e co vi to 436.97 y to hi N y O W ;W i v m CO D 1 V a� n W O OCi LiQ M i hl LO -co E o h. h� o PARCEL 2 �+ ° J o o a ° W cs 30.. N 3.00 Ac co W 197.61 O N88°4755`'W 227.90 e�sr2 °' a� . o R; S 30.3p X60, 4 = 3j Op 00 ; 330-)''`Y ? 2 j Oso„/, \ RQr ' 00330 a o OE�P1� • 2 hj d n.• h A Please retain this sheet for your records. It contains the Model No. and Serial No. of your stove. This information is needed to complete the enclosed Warranty Registration form and -is -useful in the event you need to order accessories or replacement parts. Bennington Wood Stove Black Matte Cast Model No.: 8350-0010 Serial No.:, 1154 HearthStone ` ` t Quality Home Heatin Products 317 Stafford Avenue Morrisville, VT 05661 802-888-5232 Hearthstone 2cEcit Honaefecrtin Proctucfs Q Bennington Wood Stove OWNER'S MANUAL INSTALLATION AND OPERATING INSTRUCTION PLEASE READ THIS ENTIRE OWNER'S MANUAL BEFORE YOU INSTALL AND USE YOUR NEW Bennington' WOOD STOVE. To reduce the risk of fire, follow the installation instructions. Failure to follow these instructions may result in property damage, bodily injury, or even death. CONTACT LOCAL AUTHORITIES HAVING JURISDICTION (BUILDING DEPARTMENT or FIRE OFFICIALS) ABOUT PERMITS REQUIRED, RESTRICTIONS AND INSTALLATION INSPECTION IN YOUR AREA. SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE! Wamock Hersey %6maff C Wit• us Bennington Model# 8350 Manual # 64004041 Revised May 2001 TABLE OF CONTENTS INTRODUCING YOUR BENNINGTON WOOD STOVE ............ :...................................... :...:.... .:;:; . 2 CODES..............................................................:..:..............:..................................................................... 3 SAFETYINFORMATION............................................................................................................................. 3 PeriodicChecklist........................................................................................................................... 4 EmergencyProcedures.................................................................................................................... 4. SPECIFICATIONS....................................................................................................................................... 5 SETTING.UP YOUR BENNINGTON WOOD STOVE....................................................................... 6 UNPACKING............................................................................................................................................. 6 INSTALLINGYOUR STOVE ..... .................................................................................... .......................:....... 6 HEARTH REOUIREMENTS AND FLOOR PROTECTION................................................................................ 6 FABRICATING A HOMEMADE FLOOR PROTECTOR.................................................................................... 7 OUTSIDEAIR SUPPLY.............................................................................................................................. 7 CLEARANCESTO COMBUSTIBLES............................................................................................................ 8 Clearances From Stovepipe (Chirrmey Connector ........................... 9 VENTING COMPONENTS AND CONFIGURATION........................................................................................ 9 Components of a Venting System................................................................................................... 9 Installinga Venting System........................................................................................................... 10 CONNECTING YOUR WOOD STOVE........................................................................................................ 10 Connecting to.a Prefabricated Metal Chimney............................................................................. 10 Connection To A Masonry Chimney............................................................................................ 12 INSTALLINGIN A MOBILE HOME........................................................................................................... 13 OPERATING YOUR BENNINGTON WOOD STOVE....................................................................14 CONTROLSAND FEATURES.................................................................................................................... 14 CHOOSINGFIREWOOD............................................................................................................................ 15 BUILDINGA FIRE................................................................................................................................... 15 BREAKING IN YOUR WOOD STOVE........................................................................................................ 15 BuildingA Break In Fire.............................................................................................................. 15 NormalOperation......................................................................................................................... 16 Building A Fire For Everyday Use............................................................................................... 16 BurnRate...................................................................................................................................... 16 Over -Fire Caution..'.........................................::............................................................................ 17 RemovalAnd Disposal Of Ashes................................................................................................. 17 MAINTENANCE.................................................................................................................................. 17 Monitoring Stove Temperatures................................................................................................... 17 Creosote Formation And Need For Removal.....................................................................:......... 17 Gaskets.......................................................................................................................................... 18 Glass.............................................................................................................................................. 18 CastIron........................................................................................................................................ 19 TROUBLESHOOTING........................................................................................................................ 19 TROUBLESHOOTINGGUIDE..................................................................................................................... 20 REPLACEMENT PARTS & OPTIONAL ACCESSORIES................................................................................ 21 SAFETYLABEL....................................................................................................................................... 22 WARRANTY................................................................................................................................... .... 23 HearthStone Quality Home Healing Products Inc 0 1 Bennington Model 8350 Congratulations! You have just invested in a most unique wood burning stove — the Bennington Wood Burning Stove from HearthStone Quality Home Heating Products Inc®. The Bennington Model -8350 is a clean burning EPA certified, non -catalytic wood burning stove. At 2.5 cubic feet capacity and 3.5 grams per hour particulate you can be proud to join the HearthStone family with our Premier Cast Iron Wood Burning Stove. The generous depth allows for loading of wood through the front door up to 19 inches long, and the side door allows for wood up to 22 inches long! Unlike most Cast Iron Wood Stoves, your Bennington Wood Stove is a convective stove with the outer walls separated from the firebox by an air space. You will get "convective" air currents through your stove, which reduces surface temperatures while providing more heat. The Bennington is the only cast iron, convective heater with a 12 -pound cast iron heat exchanger. Your purchase insures years of clean, comfortable heat with minimal maintenance. You will receive the benefits of the most advanced technology in wood burning without the cost and maintenance requirements of a catalytic stove. The Bennington blends modern technology with the unique beauty of cast iron. We trust that you will appreciate the quality of our handcrafted product. Please read this manual in its entirety. Its purpose is to familiarize you with your stove's safe installation, proper break-in, operation and maintenance. It contains information that will be useful to you now and in years to come, so keep it handy and refer to it as needed. Use these instructions as well as national, state, and local building codes to install your stove. Be sure to maintain the designated stovepipe and stove clearances to walls, ceilings, hearth, and other combustible surfaces. This will help reduce the risk of fire. Failure to follow these instructions can result in property, damage, bodily injury, and even death. Locate your stove in a safe, convenient, open area; away from traffic flow, doors, and hallways; and near a chimney and chimney connector. Review the proper clearance measurements from combustible surfaces. You can safely reduce required clearances in most cases with a Introducing Your Bennington Wood Stove special connector pipe and special wall coverings as specified by this manual, the NFPA 211 codes, and your local authorities having jurisdiction. Keep furniture, drapes, curtains, wood, paper, and other combustibles far away from the stove. Never install the stove in a location where gasoline, kerosene, charcoal lighter fluid or other flammable liquids are used or stored. Locate the stove centrally in your living area to allow the heat to travel naturally to distant rooms. We recommend that you do not locate your stove in an uninsulated basement. The amount of radiant energy required to heat concrete basement walls is so great that most of the usable heat is absorbed by them and lost. SAFETY NOTICE: A HOUSE FIRE MAY RESULT IF THIS STOVE IS NOT INSTALLED PROPERLY. FOR YOUR SAFETY, CAREFULLY FOLLOW THE INSTALLATION DIRECTIONS. CONTACT LOCAL BUILDING OR FIRE OFFICIALS ABOUT RESTRICTIONS AND INSTALLATION INSPECTION IN YOUR AREA. The performance of your stove depends on many variables. Since all installations are unique, the general information and operating procedures presented here can only serve as useful guidelines rather than hard and fast rules. Should you have any questions, do not hesitate to contact your dealer for additional information. Validate your warranty - return your warranty registration card to HearthStone within 30 days of purchase. Once your warranty has been validated by returning your warranty card, contact your dealer for any necessary warranty service. This stove is manufactured and warranted by: HearthStone Quality Home Heating Products Inc® 317 Stafford Ave. Morrisville, VT. 05661 Hearthstone Quality Home Heating Products Inc ®2 Bennington Model 8350 CODES When you install your Bennington wood stove, it is imperative. that you adhere to all local codes, which can be obtained from either of the following two National sources: American National Standards Institute, Inc. (ANSI) 1430 Broadway New York, NY 10018 National Fire Protection Association, Inc. (NFPA) Battery March Park Quincy, MA 02269 If you are installing your Bennington in a mobile home, follow the guidelines described in the Manufactured Home Construction and Safety Standard, Title 24 CFR, Part 3280 (United States). SAFETY INFORMATION Read and understand this Owner's Manual thoroughly before installing and using this stove. Make sure to install your stove: ❑ According to the- manufacturer's recommendations. ❑ In accordance with all applicable codes. ❑ With the proper sized chimney. When using your stove: ❑ Warn children and others unfamiliar with woodstoves of the danger of touching hot, radiating surfaces of - your stove. For your additional safety, obtain hearth and stove guards through your local dealer. O Follow recommended break-in procedure as outlined in this manual. O Burn natural wood only. Higher efficiencies and lower emissions result when burning air-dried, seasoned wood, as compared to green or freshly cut wood. ❑ Use caution when loading firewood into a hot stove. ❑ Keep the side and front doors closed at all times except when loading wood. ❑ Keep the ash pan tray fully inserted and the ash door closed tightly. ❑ Inspect the stovepipe, chimney connector and chimney, as recommended. Hearthstone Quality Home Hearing Products Inc ❑ Be sure the removable ash lip is in place while using the stove. If the ash lip is not installed properly, the hearth may exceed safe temperatures. Follow these safety precautions: ❑ Never modify this stove in any way, especially the primary air control system. ❑ Never burn kiln dried wood, painted or treated wood, solvents, trash, plywood, colored or glossy paper, artificial logs, cardboard, coal, garbage or driftwood. Especially, do not burn coal in this stove. O Never use gasoline type fuel, kerosene, charcoal lighter fluid, or other liquid fuels or solid fire starters to start or invigorate the fire. These fuels can possibly generate carbon monoxide that can sap the supply of oxygen. Keep all such materials away from the stove. Cl Never use the stove if the ash pan door is open, damaged, or not in place, or not sealing. ❑ Never use a wood grate or other device to elevate the fire. ❑ Do Not allow logs to rest against or otherwise come in contact with the glass when the door is closed. ❑ Do Not slam the door or use the door to force wood in to the stove. ❑ Never over -fire your stove. (See page 17) ❑ Never put articles of clothing or candles on a hot stove. ❑ Do Not connect the stove to a flue that is serving another appliance. (See page 9) Other safety guidelines ❑ Keep all combustible items such as furniture, drapes, -clothing, and other items, at least 36" (0.92 m) from the stove (See page 8) ❑ Install a smoke detector, preferably in an area away from your wood stove. ❑ Keep a fire extinguisher handy. We recommend the type rated "A B C." ❑ Dispose of ashes properly. (See page 17) O Keep children and pets away from the stove; they could be burned by touching a hot stove. O Clean your chimney system as needed. (See page 17) 3 Bennington Model 8350 PERIODIC CHECKLIST Perform each of these tasks at the specified intervals. At the End of Every Week: • Empty ashes from the firebox and ash pan, sooner if the firebox or the ash pan begin to fill up. At the Beginning of Every Other Month: • A visual inspection of the chimney connector and chimney for creosote is recommended depending upon your use of the stove. (Please see page 17- Creosote Formation and Need For Removal) • Check door seals using the "dollar bill test." - When the fire is out and the stove is cool, shut the door on a dollar bill. •If the bill pulls out without any resistance, then your stove's door isn't sealed properly. To tighten the seal, change the door gasket. (Refer.to page 17 — Gaskets) At the End of Every Season: • Dismantle the chimney connector and clean it thoroughly. Replace any pieces that show signs of rust or deterioration. • Inspect and, if necessary, clean your chimney. • Thoroughly clean out the inside of the stove., • Inspect all door gasket material and replace if worn, frayed, cracked or extremely hard. HearthSlone Quality Home Hearing Products Inc EMERGENCY PROCEDURES If you have a stovepipe or chimney fire, follow these instructions: 1. If the fire is too threatening, leave the area and call the fire department immediately! If not, perform the next three steps. 2. Close the primary air control. 3. Close the stovepipe damper.(if present). 4. Keep the stove front, side and ash doors closed! WARNING: DO NOT ATTEMPT TO PUT OUT A STOVEPIPE OR CHIMNEY FIRE BY THROWING WATER ONTO THE STOVE, STOVEPIPE, OR CHIMNEY. THE EXTREMELY HIGH TEMPERATURE ASSOCIATED WITH SUCH FIRES CAN CAUSE INSTANTANEOUS STEAM AND SERIOUS BODILY HARM. Once the chimney fire has expired, leave the primary air control closed and let the fire in the stove die out completely. The stove should not be fired again until the stove, stovepipe, and chimney are all thoroughly inspected for any sign of damage. You must correct any damage before using your stove again. 4 Bennington Model 8350 SPECIFICATIONS 29-3/8" (74.6 cm) Width 30-1/4" (76.8 cm) Maximum Heat Output. 60;000 BTUs per hour of 22-1/8" (56.2 cm) cordwood (based on ' independent laboratory test (501 x 298 mm) results). Size Of Heated Area. Up to.2,000 square feet. ` Firebox Capacity.. 2.5 cubic feet (.071 cubic 6" (152 mm) diameter meters) or 50 pounds of wood 6" (152 mm) inside diameter (The amount and weight of 8" x 8" (203 x 203 mm) wood contained per cubic foot (square flue) of firebox volume can vary Top or Rear Exit 45' from 15 to 36 lbs. per cubic t. foot depending on type of Outside Air Adapter, Blower wood, moisture content, packing density and other factors. As a constant for comparison and test purposes, we are assuming 20 lbs. of seasoned hardwood per cubic foot of firebox volume). Maximum Log Length. 19" (501 mm) - front door 22" (571 mm) - side door :19 NOTE: STOVE SHOWN WITH DOUBLE WALL OS• ELBOW FOR DIMENSIONAL PURPOSES. 40T INCLUDED WITH STOVE. FFONT VIL`d ,TOP EXITI SIDE VIEW TOP E%IT1 Height 29-3/8" (74.6 cm) Width 30-1/4" (76.8 cm) Depth 22-1/8" (56.2 cm) Front Door Size 19-3/4" wide x 11-3/4" high. (501 x 298 mm) Side Door Size 8" wide x 9" high 8" x 12" (203 x 228 mm) Stovepipe Size 6" (152 mm) diameter Metal Chimney 6" (152 mm) inside diameter Masonry Chimney 8" x 8" (203 x 203 mm) (square flue) Flue Exit Top or Rear Exit 45' .Actual Weight 440 pounds Optional Equipment. Outside Air Adapter, Blower TOP VIEW HearthStone Quality Home Heating Products Inc (& 5 Bennington Model 8350 UNPACKING HearthStone Stoves packages your Bennington stove with the greatest care so that it ships safely. Under certain circumstances, however, damage can occur during transit and handling. When you receive your stove, unpack it carefully and inspect your stove and all parts for damage. Also, make sure that all parts are included in the box. If any parts are damaged or missing, please contact your dealer immediately. INSTALLING YOUR STOVE First you must decide where your stove will reside. After choosing an appropriate spot, inspect this location to make sure that the stove will have enough clearance to combustible materials that would surround the stove. These combustibles include walls, floor, ceiling, fireplace, and chimney. You must carefully consider the. clearances to all of these combustibles before actually connecting your stove. When considering these clearances, also decide the kind of floor the stove will rest on. Depending on your floor, you can install your stove as it is, or use a floor protector. Please use this section to plan how to locate your stove in your particular location. Consider both the clearances of the stovepipe and the stove itself to the surrounding combustibles. Read this chapter to obtain a sound understanding of how to properly install your stove. Clearances To NFPA 211 Protected Surfaces You can reduce the clearances to combustible surfaces by using any National Fire Protection Agency (NFPA) approved wall protection system. Please refer to NFPA 211 for specifications and complete details. You can obtain this information directly from NFPA. National Fire Protection Agency Batterymarch Park Quincy, MA 02269 1-800-344-3555. 1-617-770-3000 Setting Up Your Bennington Wood Stove HEARTH REQUIREMENTS AND FLOOR PROTECTION Install your stove on one of the following: O A non-combustible floor, such as a slab, cement, or stone hearth. (A noncombustible floor will not ignite, burn, support combustion, or release flammable vapors when subjected to fire or the anticipated heat from your stove.) ❑ A floor protector that you obtain from your dealer. A floor protector is any noncombustible surface laid on the floor underneath the stove that extends, 16 inches -US (46 cm -CA) beyond the front door, 16 inches - US (46 cm -CA) beyond the side door, and 8 inches (20 cm) beyond each side of the fuel loading and ash removal opening(s). For placement of the Bennington on carpeting, vinyl tile or other combustible materials, the unit must be installed on a non-combustible material extending the full width and depth of the unit. Installation must meet local codes. NOTE: When using a double-wall chimney connector, the floor protection in front of the glass doors must have a minimum insulative R -value of 0.9 (English units)or a composite (homemade) floor protector with an R -value of 0.9 or more. Listed floor.protectors come with various types of specifications. To convert a floor protector's specifications to an R -value, do one of the following: • If the R -value is given, use that value — no conversion is needed. • If a K -factor is given with a required thickness (T) in inches, use this formula: R -value = 1/K x T • If a C -factor is given, use the formula: R -value = 1/C Hearthstone Quality Home Nearing Products Inc 0 6 Bennington Model 8350 MINtNIUAI FLOOR PROTECTOR SIZE AND STOVE TO EDGE CLEARANCES 48in (US) 8in (US) 127cm (CAN) 20cm (CAN) FUEL DOOR OPENING TO EDGE OF HEARTH .39in (US) - 111111111111111k tit 107cm (CAN);—i/ 16in (US) T,. !ley!!! 20cm (CAN) ai._iiiiiiiiiiiii:�ll�� 16in (US) J FUEL ODOR OPENING 45cm (CAN) 110 EOCE OF HEARTH For horizontal chimney connector installations, the floor protection must be installed beneath the connector and 2" beyond each side. To determine the R -value of the proposed alternate floor protector: • Use either the K -factor or the C -factor formula explained above to convert specifications not expressed as R -values. •. For multiple layers of floor protectors, simply add the R -values of each layer to determine the overall R - value. If the overall R -value of your setup is greater than the R -value of the specified floor protector, then your setup is acceptable. FABRICATING A.HOMEMADE FLOOR PROTECTOR You can make your own floor protector by stacking together noncombustible materials from the following table. Simply add together the listed R -values to attain the necessary requirements for installing your stove. The hearth pad or floor protector for the stove must have minimum dimensions of 39" x 48" -US (107cm x 127 cm - CA) and must be placed as illustrated above. It must extend, 16 inches -US (46 cm -CA) beyond the front door, 16 inches -US (46 cm -CA) beyond the side door, and 8 inches (20 cm) beyond each side of the fuel loading and ash removal opening(s). To fabricate a floor protector for a wood floor with an R -value of at least 0.9, consider the following examples: ''%" mineral wool insulation 0.78 %" plaster board 0.45 Total R -value 1.23 ''/�" Wonderboard 0.20 4" solid clay brick 0.80 Total R -value 1.00 Noncombustible Material Thickness . R -value Gypsum or plaster board' %" 0.45 Wallboard, Wonderboard, or Durockl ''/2" 0.20 Ceramic board (Fiberfrax or Micor)l ''/2" 1.10 Nominal solid clay brick' 1" 0.20 Ceramic wall or floor file '/" 0.01 Mineral wool insulation 1" 3.12 Cement mortar 1" 0.20 Horizontal still air 1/8" 0.92 *Note: You cannot "stack" horizontal still air to accumulate R -values; you must separate each layer of the horizontal still air with another noncombustible material I According to Intertek Testing Services, Inc. 2 According to ASHRAE Handbook of Fundamentals 1977 OUTSIDE AIR SUPPLY An outside air source may be connected directly to this stove using an outside air adaptor. The advantage of providing outside air directly to the stove is that the air used by the stove for combustion is taken from outside of the residence rather than from within the room where the stove is located. With outside air supplied directly to the stove, drafts within the room and air infiltration within the building are reduced. Use of the outside air adaptor may also improve stove performance in a particularly airtight house. The outside air adaptor for this stove allows for the direct connection of the stove's air intake to a minimum 3" (76 mm) diameter duct (supplied by others) which leads to the outside of the house. When considering placement of the duct from the outside of the house to the hearth, keep in mind the need to avoid structural members of the house. See illustration for all connection options. Choose which is most convenient. The termination of the duct on the outside wall of the stove should be located in such a manner as to preclude the possibility of obstruction by snow, leaves or other material and should be screened against animals and insects. REAR VIEW nearthSlone Quality Home Heating Products Inc ® 7 Bennington Model 8350 CLEARANCES TO COMBUSTIBLES * * * * * * * * You must follow minimum clearances for the Bennington Please use this section to ,plan the layout for your stove to combustibles such as walls and ceilings. You may reduce the general clearances if installing the stove near stove. Consider clearance of pipe to combustibles Protected Surfaces (see "CLEARANCES TO NFPA 211 and stove to combustibles. More specifics on PROTECTED SURFACES" below and following installation follow. diagrams). FREESTANDING MINIMUM CLEARANCES TO COMBUSTIBLES (from closest point of stove) STOVE CLEARANCE TO COMBUSTIBLES CORNER REAR SIDE o: z 0 H f:9) PARALLEL CORNER ALCOVE CLEARANCE TO COMBUSTIBLES DEPTH WIDTH - HEIGHT 0 FLOOR GLOOR imt SIDE FRONT VIEW VIEW Installation type Unprotected Surfaces Protected Surfaces FPA 211) . Parallel Corner Parallel Corner Side Rear Depth Side Rear Depth Ingle wall connector. * R=18 in. (3 81 mm) L=12 in. (305 mm) 18 in. (460 nun) 13 in. (330 nun) 6 in. (150 nun) 9 in. (230 -mm) 7 in. (180 -mm) double wall connector. * R=18 in. (381 mm) L=12 in. (305 mm) 16 in. I (405 -mm) 12 in. (305 -mm) 6 in. (150 nun) 9 in. (230 -mm) 7 in. (180 -mm) AUTT)WART.R AT.t nVF 1)TM1WNgTnN.Q Unprotected Surfaces Protected Surfaces FPA 211 Min. Max. Min. Height Min. Max. Min. Height Width Depth stove to ceiling above. Width Depth stove to ceWng above. 58 in. 38 in. 48 in. ; 43 in. 48 -in. 24 in. (1475 mm) (965 mm) 1 (1220 mm) (1090 mm) (1220 mm) 610 nun) *With Kit #93-70500(Side Door Lock Kit) left side clearances can be used for the right side. HearthStone Quality Home Heating Products Inc ® 8 Bennington Model 8350 CLEARANCES FROM STOVEPIPE (Chimney Connector) -MINIMUM CLEARANCE TO COMBUSTIBLES (from Chimney Connector) Connector type Unprotected Surfaces Protected Surfaces (NFPA 211) Ingle wall connector pipe 16 -in. 6 -in. 330 -mm 150 -mm Double wall connector pipe 14 -in. 6 -in. ** **SEE Manuf. Specs.) 205 -mm 150 -mm ** DO NOT CONNECT THIS UNIT TO A CHIMNEY FLUE SERVING ANOTHER APPLIANCE • Single wall connector is 24 MSG or 25 MSG blued steel stovepipe. Double wall connector (close clearance pipe) which must be used with a listed factory -built "Type HT" chimney and may also be used with a masonry chimney to reduce clearances, is available from several manufacturers, your dealer can help you choose. Some air insulated connector pipe models available are Simpson Dura Vent DVL and Metalbestos DS. Security, GSW and Ameritec also have acceptable close clearance connector pipe. • When used in a mobile home, a spark arrester is required. (See page 13) • Chimney connector shall not pass through floor or ceiling, nor any attic or roof space, closet or similar concealed space. Where passage through a wall or partition of combustible construction is desired, the installation shall conform to NFPA 211 or CAN/CSA - B365. • It is very important to follow minimum clearances for chimney connectors to combustibles such as walls and ceilings when installing the stove near non- combustible surfaces. Typical chimney connector clearances are outlined below. The single wall VENTING COMPONENTS AND CONFIGURATION COMPONENTS OF A VENTING SYSTEM SINGLE WALL PIPE UNPROTECTED PROTECTED SURFACES SURFACES DOUBLE WALL PIPI UNPROTECTED'PROTECTED SURFACES SURFACES DIMENSIONS SHOWN PERTAIN TO ALL SIDES OF THE CONNECTOR PIPE clearances are generic; the Double wall clearances are for Simpson Dura Vent DVL, CHECK THE SPECIFICATIONS FROM THE MANUFACTURER OF YOUR CONNECTOR. To protect against the possibility of a house fire, you must The complete venting system consists of several properly install and constantly maintain the venting components: chimney connector, wall thimble, wall pass- system. Upon inspection, immediately replace rusted, through, chimney, and liner. It is absolutely necessary cracked, or broken components. that you install all of these components within the clearances to combustibles discussed earlier to install 0 The chimney connector is the stovepipe from the your stove safely. woodstove to the chimney. The chimney connector Hearthstone Quality Home Hearing Products Inc 6) 9 Bennington Model 8350 stovepipe must be 6" (152 mm) diameter, 24 MSG or 25 MSG blued steel connector pipe. Do not use aluminum or galvanized steel pipe - they cannot withstand the extreme temperatures of a wood fire. A thimble is a manufactured (or site -constructed) connectors or clean-out tees. These accessories ease the inspection of your chimney, as well as allow you to easily dismantle the stovepipe (without moving the stove) when you periodically inspection the stovepipe connection and chimney. device installed in combustible walls through which Install the stove as close as practical to the chimney, the chimney connector passes to the chimney. It while maintaining all proper clearances. Install stovepipe keeps the walls from igniting. You must use a wall that is as short and as straight as possible. Horizontal runs thimble when installing a chimney connector through of stovepipe should always rise away from the stove a a combustible wall to the chimney. minimum of 1/4" per foot-(21mm/m). • A wall pass-through (or chimney support package) also keeps the walls from igniting. You must use one when connecting through a wall or ceiling to a prefabricated chimney. Only install this stove to a lined masonry chimney or an approved high temperature prefabricated residential type building heating appliance chimney. Do not connect this stove to a chimney serving another appliance; you will compromise the safe operation of both the wood stove and the connected appliance. WARNING: DO NOT CONNECT THIS APPLIANCE TO ANY AIR DISTRIBUTION DUCT OR SYSTEM. • A liner is the UL 1777 or ULC S635 (for factory built fireplace or masonry) chimney. You must connect your stove to a chimney comparable to those recommended in this manual. Do not use stovepipe as a chimney. Use stovepipe for freestanding installations only to connect the stove to a proper chimney. INSTALLING A VENTING SYSTEM Stovepipe sections must be attached to the stove and to each other with the crimped end toward the stove. If creosote builds up, this allows the creosote to run into the stove and not the outside of the stovepipe and onto the stove. Secure all joints, including attaching the stovepipe to the stove's flue collar, with three sheet metal screws. Install #10 x 1/2" (3 mm x 13 mm) sheet metal screws into the holes pre -drilled in the flue collar. Leaving off the screws can cause joints to separate from the vibration that results from a creosote chimney fire. You can simplify connecting stovepipe by using additional accessories such as telescoping pipes, slip - Long runs of stovepipe to increase heat dispersal are not recommended. Using longer lengths of stovepipe or more connecting elbows than necessary increase the chances of draft resistance and the accumulation of creosote buildup. In general, you do not need to install a stovepipe damper with the Bennington. Some installations, however, could benefit from a stovepipe damper, such as a tall chimney which can create a higher than normal draft. In such cases, a damper can help regulate the draft. The Bennington requires a draft between 0.06" we and 0.1" wc. For drafts above 0.1" wc, install a stovepipe damper. Remember, the NFPA has recommended, minimum clearances for chimney connectors to combustibles such as walls and ceilings. Once the stove is installed at safe distances from these combustible surfaces, it is important to maintain these connector clearances for the remainder of the installation. CONNECTING YOUR WOOD STOVE You can install your Bennington to a prefabricated metal chimney or a masonry chimney. CONNECTING TO A PREFABRICATED METAL CHIMNEY When connecting the Bennington to a prefabricated metal chimney, you must follow, precisely, the manufacturer's installation instructions. Use only Type HT (2100 deg. F), prefabricated metal chimneys listed per UL 103 or ULC S629 standards. WARNING: Heart6Stone Quality Home Heating Products Inc 0 10 Bennington Model 8350 DO NOT CONNECT THE STOVE TO A CHIMNEY FLUE SERVING ANOTHER APPLIANCE. Make sure the size of the chimney's flue is appropriate for the Bennington. The Bennington requires a 6" (152 mm) inside diameter flue for new installations. A 6" diameter flue provides adequate draft and performance. You can use an 8" (203 mm) diameter existing flue with a reducer. An oversized flue contributes to creosote accumulation. (In this case, bigger is NOT better.) When purchasing a prefabricated chimney to install with your stove, be sure to also purchase from the same manufacturer the wall pass-through (or ceiling support package), "T" section package,. fire -stops (when needed), insulation shield, roof flashing, chimney cap, and any other needed accessories. Follow the manufacturer's instructions when installing the chimney and accessories. In addition, be sure to maintain all manufacturers' recommendations for the proper clearances to the chimney. There are basically two ways to install a prefabricated metal chimney: • An interior installation where the chimney passes inside the residence through the ceiling and roof. Extended Roof Support Bracket (Conduit not included) Attic Insulation Shield Twist -Lock Chimney Sections Chimney Cap A".. Collar Adjustable Roof Flashing Firestop Radiation Shield Firesafe Enclosure Support Box and Trim Stovepipe Coll arwith built-in Starter section Two story house installation with attic. Wall Thimble Chimnet Cap Storm Collar Adjustable Roof Flashing Chimney Sections Chase Enclosure Wall Strap Tee \Tee clean-out. yAccess door Tee Support Bracket Chimnet Cap Collar Adjustable Roof Flashing Clay file or other Liner Wall Thimble 4 Chimney Sections Chimney Masonry Tee clean-out IAccess door Chimney pipe through Clay tile or other Lined Masonry Chimney Chimnet Cap Stone Collar Adjustable Roof Flashing Insullation Shield SupportBox with built-in Starter n Stovepipe section • An exterior installation Chimney through outer wall with enclosed chase. One story house installation with attic. where the chimney passes Chimney is supported by Tee Support Bracket. Chimney is supported by Ceiling. through the wall behind the stove then up the outside of the residence. Whenever possible, choose an interior chimney. An interior chimney heats up more quickly and retains its building, so it typically operates at lower flue heat; thus promotes a better draft and discourages the temperatures than an interior chimney. An exterior formation of creosote. An exterior chimney does not chimney's draft t note accuu strong and may experience increased creosote benefit from the warmth of being surrounded by the accumulation. Hearthstone Qualify Home Heating Products Inc 40 I I Bennington Model 8350 CONNECTION TO A MASONRY CHIMNEY. Consider two primary elements when connecting your stove to a masonry chinney: the -chimney itself and the thimble where the stovepipe connects to the chimney. Use only Code approved masonry chimneys with a flue liner. Before connecting to a masonry chimney, hire a professional to examine the chimney for cracks, loose mortar, and other signs of deterioration and blockage. If the chimney needs repair, complete them before installing and using your stove. Do not install your stove until the chimney is safe for use. Make sure the chimney's cleanout is complete and working properly. To avoid a loss of draft, the cleanout must close off completely. If allowed to cool, your stove will perform poorly and creosote will build up in the chimney. Make sure the size of the chimney's flue is appropriate for this stove and that it is not too large. Use.a masonry chimney with a maximum of 8" x 8" (203 nun x 203 mm) tile size for best results. An oversized flue will contribute to the accumulation of creosote. Use the following checklist to ensure that your masonry •chimney meets these minimum requirements: Chimney wall construction: ❑ Brick or modular block at least 4" (102 mm) thick. ❑ A rubble or stone wall. Flue liner: ❑ Minimum thickness of 5/8" (16 mm). ❑ Installed with refractory mortar. ❑ At least 1" (25 mm) air space. ❑ An equivalent flue liner must be a listed chimney liner system meeting type HT requirements or other approved material. Interior chimney requirements: ❑ At least 2" (51 mm) clearance to combustible structure ❑ Fire stops must be installed at the spaces where the chimney passes through floors and/or ceiling. ❑ Insulation. must be 2" (51 nun) from the chimney. Exterior chimney requirements: ❑ At least V (25 mm) clearance to combustible structure. Chimney height requirements: (See Illustration) ❑ At least.3 feet (0.9 m) higher than the highest part of the roof opening through which it passes. ❑ At least 2 feet (0.6 m) higher than any part of the roof within 10 feet (3 m) measured horizontally from the top of the chimney. We recommend a minimum chimney height of 13 feet (4 v - m). The maximum allowable chimney height is 30 feet (9m). 2' Min. Hearthstone Quality Home Heating Products Inc ® 12 ' Bennington Model 8350 INSTALLING IN A MOBILE HOME Follow these special requirements for installing your stove in a mobile home. • Install the stove in accordance with 24 CFR, Part 3280 (HUD) • Permanently attach the stove to your mobile home's floor. Use 1/4" holes in each leg base to bolt down the stove. • . Install one of the following Dura-Vent Mobile Home Chimney & Connector Kits: 6DP-MH 6" Diameter S/N 9096N 7DP-MH 7" Diameter S/N 9196N 8DP-MH 8" Diameter S/N 9296N Each kit includes: Stainless spark arrester cap, storm collar, Adjustable vented flashing — 0/12 — 6/12, Two 24" Dura/Plus* chimney pipes, 24" support box with built-in starter section and trim. * (UL or ULC approved equipment is acceptable) • Chimney must be removed when transporting Mobile Home. WARNING: DO NOT INSTALL IN A SLEEPING ROOM CAUTION: MAINTAIN THE STRUCTURAL INTEGRITY OF THE MOBILE HOME WALLS, FLOOR, CEILING, AND ROOF WHILE YOUR STOVE IS INSTALLED AND IN USE. Chimney Cap Chimney Section Storm Collar-----., Adjustable Roof j Flashing G Support Box with built-in Starter section Stovepipe I " Typical Mobile Home Installation. Chimney is supported by Ceiling. Hearthstone Quality Home Heating Products Inc ® 13 Bennington Model 8350 Once your Bennington has been set in place, connected, and assembled, you are ready to light a fire. HearthStone Stoves tests each wood stove before we ship, so you should be able to easily light your first fire. You may, however, have to make a few small adjustments to compensate for altitude and other factors particular to your installation. WARNING: HOT WHILE IN OPERATION. KEEP CHILDREN, CLOTHING AND FURNITURE AWAY. CONTACT MAY CAUSE SKIN BURNS. Please read this entire chapter before lighting your first fire. It explains the controls and features of your wood stove, how to choose firewood, and how to break-in your .stove and use it on a daily -basis., CONTROLS AND FEATURES Before lighting any fires, become familiar with the location and operation of your stove's controls and features and learn how to use them. For your own safety, do not modify these features in any way. REMOVABLE FRONT DOOR HANDLE: The front doors allow you to load wood into your stove; the removable handle allows you to operate the.front doors, latch them closed, then remove so the handle does not become warm while the stove is in use. To open the doors, lift the handle to the 2 o'clock position and pull the door. To latch the doors, push the left door closed first, FLUE rnr..o FROt FROI ASH ASH ASH FRONT VIEW Operating Your Bennington Wood Stove then close the right door tightly and lower the handle to the 4 o'clock position. Pull on the door handle to make sure it is properly latched, then remove the handle. DOORHANDLE DOOR SIDE DOOR HANDLE: The side door allows you to load wood into your stove; a fixed handle allows you to operate the side door and latch the door closed. To open the door, lift the handle to the 12 o'clock position and pull the door. To latch the door, push the door closed tightly then lower the handle to the 3 o'clock position. Pull on the door to make sure it is properly latched. PRIMARYAIR CONTROL: This feature is located in the front lower right of the stove. The primary air control allows you to regulate the amount of air entering the firebox. Generally speaking, the more air allowed into the firebox, the faster and hotter the rate of burn; conversely, less air creates a slower burn. Push the lever down to open the primary air control; push the lever up to close the primary air control. ASH PAN: The ash pan is located under the ash lip. The ash pan collects burned ash from a fire and allows you to conveniently remove the ash from your wood stove. The ash pan is easy to remove. While the stove is cool, sift the ashes across the grate into the ash pan then rotate the ash door handle counter -clockwise and pull to open. Remove the ash pan by sliding it out carefully. After you have disposed of the ashes, push the ash pan all the way into the stove and close the ash door. Do not operate the stove unless the ASH PAN is inserted into the stove and the ash door is closed. This could overheat and damage the stove. IARV AIR CONTROL Hearthstone Quality Home Heating Products Inc ® 14 Bennington Model 8350 CHOOSING FIREWOOD Your Bennington Wood Stove is designed to only burn_ firewood -also known as cordwood. CAUTION: DO NOT USE CHEMICALS OR FLAMMABLE FLUIDS SUCH AS GASOLINE, NAPHTHA, KEROSENE, CHARCOAL LIGHTER FLUID OR ENGINE OIL TO START A FIRE. DO NOT USE CHARCOAL, PELLETS, COAL, ARTIFICIAL LOGS OR ANY OTHER MATERIALS AS FUEL; THEY ARE NOT SAFE. DO NOT BURN GARBAGE. The quality of your firewood affects heat output, duration of burn and performance of your stove. Softwoods generally burn hotter and faster, while hardwoods burn longer and produce more coals. Density and moisture content are two critical factors to consider when purchasing wood for your stove. The following is a list of wood species and their relative BTU (British Thermal Unit) content. The higher the BTU the longer the burn. Firewood with higher BTUs is generally considered more ideal for a wood stove. HIGH. Apple, Black Birch, Hickory, Locust, White Oak, Black Beech; and Mesquite MEDIUMHIGH: White Ash, Beech, Yellow Birch, Sugar Maple, and Red Oak MEDIUMLOW: Black Ash, White Birch, Grey Birch, Elm, Norway Pine, Pitch Pine, Black Cherry, Soft Maple, Tamarack LOW: White Pine, White Cedar, Balsam Fir, Spruce, Aspen, Basswood, Butternut, and Hemlock Moisture content also plays a key role in the performance of your stove. Wood freshly cut from a living tree (green wood) contains a great deal of moisture. As you might expect, green wood has difficulty burning and should be seasoned before using it in your wood stove. To properly season green wood, it should be split, stacked and allowed to air dry for a period of one year. Stack the firewood on skids or blocks to keep it off the ground, cover only the top of the stack. Plastic or tarps that cover the sides of the woodpile trap moisture and prevent the wood from drying. As for stacking, an old Vermonter said, "The spaces between the logs should be large enough for a mouse to get through, but not for the cat that's chasing it." Firewood should not be stored within the stove's specified clearances to combustible materials. BUILDING A FIRE Once you understand the controls of your wood stove and have chosen the appropriate firewood, you are ready to start a fire. BREAKING IN YOUR WOOD STOVE It is imperative that your stove be "broken in" slowly. Cast iron must be "seasoned"; over -firing a new stove may cause castings to crack or may damage other stove parts. Also, the asbestos -free furnace cement must be cured slowly to insure adequate sealing and bonding. The firebrick on the back and left side in your firebox is intended to prevent thermal stress; leave it in place in the firebox at all times. When you light your first fires, the wood stove will emit some smoke and fumes. This is normal "off -gassing" of the paints and oils used when manufacturing the wood stove. If you find it necessary, open a few windows to vent your room. The smoke and fumes will usually subside after 10 to 20 minutes of operation. The odor and smoke will end once the stove is "cured". The first fires may produce other odors from impurities that exist in the area immediately surrounding the stove. Some of these impurities can be cleaning solvents, paint solvents, cigarettes, smoke, pet hair, dust, adhesives, a new carpet, and new textiles. These odors will dissipate over time. You can alleviate these odors by opening a few windows or otherwise creating additional ventilation around your stove. If any odor persists, contact your dealer or an authorized service technician. BUILDING A BREAK IN FIRE 1) Open the door and place five or six double sheets of tightly twisted newspaper in the center of the firebox. Arrange kindling in a crisscross pattern over the newspaper. Kindling should be approximately ten pieces, 1/2" (13 mm) in diameter and 10" to 18" (254 mm to 457 nun) long. 2) Fully open the primary air control by pushing the lever to the down. �� Inc W15 Bennington Model 8350 3) Light the paper under the kindling. Leave the front door slightly -ajar momentarily until the kindling has started to bum and draft begins to .pull. 4) Close the door and allow the fire to burn. Keep the door and ash drawer closed while the stove is in use. Make sure the ash door is in the closed position. 5) KEEP A WATCHFUL EYE ON YOUR STOVE to maintain a steady, low -heat fire. Your first fire should make the stove warm but not hot to the touch. At most, a few small chunks of wood should be added to the fire to reach safe break-in temperatures. 6) Once the stove is warm but not hot to the touch close the primary air control by pushing it up and allow the fire to die out completely. 7) Let the stove return to room temperature Your first fire and first fire each season thereafter should be built and maintained as outlined above. Your patience will be rewarded by a properly seasoned stove. NOTE: Because of the cool flue gas temperatures present during the break-in procedure, creosote may build up quickly. Your window may get dirty. A good hot fire will clean it. NORMAL OPERATION If your stove is not used continuously or has not been used in quite some time, follow the break-in procedure at least once to minimize the stress of a hot fire on a cold stove before proceeding with normal operation. We recommend'one break-in fire at the start of each heating season. Prior to loading the stove, make sure the ash door is closed and the ash pan is in the stove. If the ash door is open, the stove will over -fire and be damaged. BUILDING A FIRE FOR EVERYDAY USE 1) Open the door and place five or six double sheets of tightly twisted newspaper in the center of the firebox. Arrange1indling in a crisscross pattern' over the newspaper. Kindling should be approximately ten pieces, 1/2" (13 mm) in diameter and 10" to 18" (254 to 457 mm) long. 2) Fully open the primary air control by pushing the lever down. 3) Light the paper under the kindling. Leave the front door slightly ajar momentarily until the kindling has started to burn and draft begins to pull. 4) Close the door and allow the fire to burn. 5) Once the kindling is burning, open the door and add logs, small at first, to build the fire up. Make sure to keep the logs away from the glass in front in order for the air -wash system to work properly. Otherwise, keep the front door and ash door closed whileythe stove is in use. 6) Once the fire is burning well, use the primary air control to regulate the desired rate of burn. Pushing the lever down opens the PRIMARY AIR CONTROL for a high rate of burn or .pushing it up for a low rate of burn. Note: When opening the door to reload or re- arrange logs, it is advisable to open the door just a crack, pause for a moment then open the door completely. This procedure will allow the firebox to clear of smoke before the door is opened fully. Also, reloading on a bed of hot, red coals reduces smoking time and will bring fresh fuel up to a high temperature rapidly. BURN RATE HIGH BURN: Fully load the firebox with wood on a bed of hot coals or on an actively flaming fire and fully open the primary air control. A high bum rate is recommended once or twice a day to fully heat the stovepipe and chimney, which will help minimize creosote accumulation. MEDIUM BURN: Set the primary air control to a mid- range setting appropriate for the heating needs of the area being heated. A medium burn rate should be the typical setting and is preferable if the stove is to be left unattended. LOW BURN: Close the primary air control for a low burn rate. A low burn rate over extended periods of time is not advisable as it may promote the accumulation of creosote. The venting system should be inspected frequently if low burn rates are maintained consistently. lleartAStone Quality Home Hearing Products Inc Qd 16 Bennington Model 8350 OVER -FIRE CAUTION Over -firing means the stove is operating at temperatures above the recommended temperatures outlined above in the BURNRATE section. Over -firing should be carefully avoided since it will cause damage to the stove. Symptoms of over -firing include short bum times, a roaring sound in the stove or stovepipe, and discoloration of the stovepipe. Over -firing can be caused by excessive draft, inappropriate fuel, and operator error. Correct an over - fire situation as follows: EXCESSIVE DRAFT: Contact your dealer to have a draft reading taken. Any draft in excess of 0.1 .wc requires a damper in the stovepipe. Some installations may require more than one damper. INAPPROPRIATE FUEL: Do not burn coal, kiln dried lumber, wax logs or anything other than natural cordwood. OPERATOR ERROR: Make sure all the gaskets are in good condition. Replace wom out or compressed gaskets. Do not burn the stove with the front, side or ash doors in the open position. Monitoring the temperature is the best way to determine if the stove is over -firing. If you suspect that your stove is over -firing, contact your dealer immediately. Damage done by over -firing is not covered by your warranty. Results of over -firing can include: warped or burned out internal parts, discolored or warped external parts, and - damaged enamel. NOTE: ANY SYMPTOMS OF OVER -FIRING WILL VOID YOUR WARRANTY!! REMOVAL AND DISPOSAL OF ASHES . Ashes should be removed when the stove is cold. Use protective fireplace gloves when the pan is warm. Exercise extreme caution when handling, storing or disposing of ashes. To remove ashes from the firebox, sift the ashes across the ash grate using a poker or other suitable implement. Remove the ashes by rotating the handle on the ash door counter -clockwise and sliding the ash pan carefully out. Dump the ashes as described below. Re-insert the ash pan by pushing it in all the way. Be sure that the ash pan has been pushed firmly into place. Alternately, the ashes can be removed with a shovel through the side or front door. Ashes should be dumped from the ash drawer into a metal container with a tight fitting lid. Do not place any other items or trash into the metal container. Replace the lid onto the container and allow the ashes to cool. Do not - place the ash disposal container on a combustible surface or vinyl flooring, as the container will be hot! Pending disposal, place the closed ash container on a noncombustible floor or on the ground, well away from all combustible materials. Ashes should be retained in the closed container until all cinders have thoroughly cooled. Ashes should NEVER be placed in wooden or plastic containers, or in paper or plastic bags, no matter how long the fire has been out. Coals within a bed of ashes can remain hot for several days once removed from the firebox. MAINTENANCE MONITORING STOVE TEMPERATURES Monitor the stove temperatures with a stove thermometer (available from your dealer) placed on the top center of the stove. Do not over -fire the stove. (refer to page 17). CREOSOTE FORMATION AND NEED FOR REMOVAL When wood is burned slowly, it produces tar and other organic vapors, which combine with expelled moisture to form creosote. These creosote vapors condense in the relatively cool chimney flue of a slow -burning fire. As a result, creosote residue accumulates on the flue lining. When ignited, this creosote makes an extremely hot fire that may damage the chimney or even destroy the house. To prevent the buildup of creosote: 1. Burn the stove with the primary air control fully open for 30 minutes daily to bum out creosote deposits from within the stove and the venting system. 2. After reloading with wood, bum the stove with the primary air control fully open for 20 to 30 minutes. This manner of operation ensures early engagement of the secondary combustion system which, when engaged, minimizes creosote buildup in the chimney. Lfuatuy Home Heaang Frocuctr Inc 00 17 Bennington Model 8350 The stovepipe connector and chimney should be inspected at least monthly during the heating season to determine if a creosote build-up has occurred. If a creosote residue greater that 1/4" (6 mm) has accumulated, it should be removed to reduce the risk of a chimney fire. If the glass is remaining dirty, your operating temperatures are low; therefore, there is a higher risk of creosote buildup. The venting system must be inspected at the stove connection and at the chimney top. Cooler surfaces tend to build creosote deposits quicker, so it is important to check the chimney at the top (where it is coolest) as well as from the bottom near the stove. Accumulated creosote should be removed with a cleaning brush specifically designed for the type of chimney in use A certified chimney sweep should be used to perform this service. Contact your dealer for the name of a certified chimney sweep in your area (your dealer may be a certified sweep!). It is also recommended that before each heating season the entire system be professionally inspected, cleaned and repaired, if necessary. GASKETS Gasket material should normally be replaced every two to three seasons, depending on stove use. If the door seal is loose, a new gasket will assure a tight seal and improved stove performance. Contact your dealer for a gasket kit that includes instructions and gaskets for your stove. The procedure for replacing gaskets on the glass is reviewed on page 18. To replace door gaskets, first remove the old gaskets with a utility or putty knife. Clean all gasket channels with a wire brush. Apply gasket cement to the channels and push the new gasket into place without stretching the gasket material. The door should be shut immediately to fully press the gasket into place and assure a positive seal. We require the use of the following gaskets: GLASS: 60" (1524 mm) Length, 3/4" (19 mm) Wide, Adhesive Backed Black Tape DOOR: 60" (1524 mm) Length, 3/8" (9.5 nun) Diameter, Low Density Black Tube ASH DOOR: 40" (1016 mm) Length, 3/8" (9.5 mm) Diameter, Med Density, Black Rope SIDE DOOR: 1/4" (6.35 mm) Length, 30" (762 mm) Diameter, Low Density, Black Rope GLASS Do not operate the stove with a broken door glass. Do not abuse the front door by striking or slamming. When necessary, the glass can be cleaned with low alkaline content commercial stove glass cleaners, which are available from your local dealer. Never attempt to clean the glass while the fire is burning or the glass is hot. Most deposits can be cleaned by following the instructions provided with the cleaner. To clean heavier deposits, open the door and lift it straight up and off the stove with the hinge pins remaining in the door (take care to save hinge pins and washers for reuse). Lay the door face down on a workbench or table. Apply the cleaner to the glass and allow it to set for a few minutes. By laying the door flat, it will allow the cleaner to.penetrate rather than running off the surface of the glass. Wipe the cleaner off with a soft cloth. Important: scratching or etching the glass will weaken the integrity of the glass. Do not use a razor blade, steel wool, or any other abrasive material to clean the glass. Use low alkaline content cleaners only. The front door glass is a ceramic, shock -resistant glass, made specifically for use in woodstoves. Do not use any replacement glass other than the ceramic glass manufactured and supplied for use in this woodstove. Replacement glass is available through your local dealer. The door glass should be replaced immediately if broken. Contact your local dealer for replacement glass, which is accompanied with instructions and everything needed for the repair. If you replace the glass yourself, wear work gloves and safety glasses. HeerthStone Quality Home Heating Pmductr Inc ® 18 Bennington Model 8350 J The procedure for glass and glass gasket replacement is as follows: L Remove the door by lifting it straight up off the hinges withthe hinge pins remaining in the door. 2. Place the door face down on a flat, smooth surface. 3. Apply penetrating oil to the screws in the glass retainer clips. Remove the screws to separate the glass from the door. 4. Carefully lift the damaged glass from the door and discard. 5. Peel the paper backing from the tape gasket. Apply the new gasket to the new glass as illustrated on page 18. 6. Place the gasketed glass onto the door. 7. Screw the glass retainer clips back on the door. 8. Install the door. CAST IRON Exterior cast iron parts are either painted with black, high- temperature stove paint or porcelainized with an enamel finish in various colors. Use black, high-temperature stove paint (satin black by Stovebright) to touch up and maintain the original appearance of painted cast iron. Use a damp sponge to wipe clean. Dry the cast iron thoroughly to prevent rusting. Enamel castings can be cleaned with a standard glass cleaner. With time and use, a very fine, subtle network of crazed lines may appear seemingly beneath the surface of the enamel. Crazing is a natural, predictable process and does not represent a flaw. TROUBLESHOOTING Your Heating Needs Virtually all woodstove operators experience basic common problems at one time or another. Most are correctable and generally require only a minor adjustment of the stove, installation, or operating technique. In cases where weather conditions dramatically affect stove performance, the problems are typically temporary and solve themselves once the weather changes. If you question whether or not your stove is producing adequate heat, the best way to troubleshoot the problem is to monitor the temperature of the stack. A 400 degree F (200 degree C) stovepipe confirms the stove is supplying sufficient heat. Keep in mind that your house itself will regulate room/house temperatures. How well the walls, floors and ceilings are insulated, the number and size of glass windows, the tightness of outside doors, and the construction or style of your house (vaulted ceilings or other open spaces which collect large percentages of heat, ceiling fans, etc.) all are determining factors of room temperature. Your stove's performance is also dependant on its installation. One common cause of poor performance is an oversized chimney flue. Oversized chimney flues result in decreased pressure, which prevents the smoke from rising out the chimney. Oversized flues are also more difficult to heat effectively, especially when burning a high efficiency stove. Cool flue temperatures inhibit the establishment of a strong draft (and encourage the accumulation of creosote). The lack of a strong draft will cause the fire to die down and may even force the smoke to pour into the room. If your chimney is the proper size and a strong draft is not easily established, there is the possibility. of the chimney being too cold. Again, hot chimneys promote a stronger draft. Other draft guidelines are as follows: AN "AIRTIGHT" HOUSE: If your home is super - insulated or especially well sealed, the (infiltration) air supply to the interior of the house may be inadequate. This phenomenon of air starvation within the building can be exacerbated if exhaust fans, such as clothes dryers, bathroom fans or cook stove exhaust fans, are in operation within the home. Outfitting your stove with the optional outside air supply adaptor connected to an air duct which leads to the outside of the building should correct this problem. TALL TREES OR BUILDINGS: These obstructions, when located in proximity to the top of the chimney can cause chronic or occasional downdrafts. When selecting a site for a new chimney, take care to consider the placement of other objects in the vicinity of the proposed chimney location. WIND VELOCITY: Generally, the stronger and steadier a wind, the stronger (better) the draft. However, "gusty" wind conditions may cause erratic downdrafts. BAROMETRIC PRESSURE: Chimney drafts are typically sluggish on balmy, wet or muggy days. This is a weather-related phenomenon, which generally is self- correcting as the weather changes. BRISKNESS OF FIRE: The hotter the fire in your stove, the hotter your chimney and, therefore, the stronger the draft. Hearthstone Quality Home Heating Products Inc ® 19 Bennington Model 8350 BREAKS IN THE VENTING SYSTEM: An unsealed clean-out door at the bottom of the chimney, *leaky stovepipe. joints, a poor stovepipe -to -thimble connection, or a leaky chimney may cause inadequate draft. SEASONAL FACTORS: Early fall and late spring are generally difficult seasons in which to establish proper drafts. The.colder the outside air (relative to room temperatures), the stronger the draft. TROUBLESHOOTING GUIDE Operating the Stove There are days when a draft is not easily established. As outlined above, seasonal factors or a cold chimney may be the cause. Try starting the fire by using small kindling and fuel to obtain a quick, hot fire. Tend the fire frequently with small fuel until the chimney is hot and the draft is well established. PROBLEM POSSIBLE CAUSE SOLUTIONS STOVE SMOKES Operating Technique Fully open the primary air control one minute before opening doors. Cold Chimney Preheat the chimney when first starting a fire. Blocked Chimney Examine the chimney and stovepipe for blockage or creosote accumulations. Oversized Chimney Reline the chimney to the appropriate diameter Undersized Chimney Install a draft inducer or replace the chimney. Chimney Too Short Lengthen the chimney: Air Infiltration Into The Seal chimney connections and openings in clean-out doors. Chimney More Than One Appliance Disconnect all other appliances and seal openings. Connected to the Flue BACK -PUFFING OR Operating Technique Fully open the primary air control one minute before opening the -GAS EXPLOSIONS door and keep it fully open for a few minutes after reloading. Extra Low Burn Rate Burn the stove at a higher bum rate. Chimney Down -draft Install a chimney cap. Excessive Ash Build-up Empty ash pan more frequently. UNCONTROLLED Unsealed or Open Door Close the door tightly or replace the gaskets. OR SHORT BURN Excessive Draft Check the installation. Operate at LOW BURN. Install stovepipe damper. Deteriorated Cement Seals Reseal the stove with furnace cement. Extra Long Chimney Shorten the chimney. Install stovepipe damper. Oversized Chimney Reline the chimney to the proper diameter. High Winds or Hilltop Install a chimney cap. Location: Excessive Draft Draft in excess of 0.1 we should be corrected with a stovepipe damper INSUFFICIENT HEAT Poor Quality or Green Use only air-dried wood, preferably dried at least one year. Wood Low Burn Rate Operate the stove at a higher burn rate. Air Insulated Chimney Replace with a pre -fabricated insulated chimney system or a properly sized masonry chimney. Cold Exterior Chimney Reline or insulate the chimney. Leaky Stovepipe or Check the installation. Chimney Too Much Heat Loss From Caulk windows, seal openings in home. House BLISTERING OF , Operating Technique Do not over -fire the stove. Monitor stove temperatures. Use ENAMEL CASTING seasoned wood only. Excessive Draft Check the DRAFT. A damper may be required. Operate the stove at a LOW BURN range. Hearthstone Quality Home Healing Products Inc 0 20 Bennington Model 8350 REPLACEMENT PARTS & C)PTMNAT A VPVQQnD1lVQ PART NUMBER: DESCRIPTION: PART NUMBER: DESCRIPTION: CASTINGS STEEL SET 23XX-505 ASH GRATE FRAME 5350-010 ASH TRAY 2310-512 LPAO DEFLECTION PLATE FRONT DOOR LATCH 2310-514 LPAO AIR RISER SIDE DOOR LATCH 23XX-530 BACK CASTING 5400-2208 DOOR CRANK 23XX-535 LEFT SIDE FRONT DOOR CRANK END 23XX-540 RIGHT SIDE 5350-040 FRONT DOOR HINGE 23XX-545 FRONT 5350-071 SECONDARY AIR TUBE #1 2310-548 2310-550 2310-560 AIR CONTROL HANDLE ASH DOOR ASH LIP 5350-072 5350-073 SECONDARY AIR TUBE #2 SECONDARY AIR TUBE #3 ASH DOOR HINGE L 2310-565 RIGHT SIDE DOOR ASH DOOR HINGE R 2310-570 LEFT FRONT DOOR 5350- OUTSIDE AIR ADAPTER 2310-575' RIGHT FRONT DOOR 5350- GASKET 2310-582 HEAT EXCHANGER 5350- GLASS RETAINER CLIPS 23XX-585 TOP CASTING 23XX-590 TOP GRILL MISCELLANEOUS 2610-016 FLUE COLLAR 3030-022 GLASS, BEN, LEFT 3030-023 GLASS, BEN, RIGHT 30900 -XXX HANDLE 93-70500 KIT(Bolt-up side door OPTIONAL ACCESSORIES 93-57500 Blower Assembly HeerthStone Qua14 Home Heating Products Inc ® 21 Bennington Model 8350 SAFETY LABEL CONTACT YOUR LOCAL BUILDING OFFICIALS ABoLrr RESTRICTIONS .4NO INSTALLATION RISPECTION IN YOUR AREA Listed Room Heater, Solid Fuel Type Wamock Hersey Also Suitable for Mobile Home Installation Pursuant to (Ukl)84-HUD' -'. Manufactured. by 4r HearffiStone' Intetteklestiny �7✓?P"vryrw.wArM6r. N SERIAL4 C it Sem-ices NA, inc. 317 Staiford.Ave. MODEL NAME: BENNINGTON-8350(� Morrisville Vr 05661 TESTED TO: L4.1482, ULC 5627 L_-: WARNINGS "PREVENT HOUSE FIRES" Do not use grate or Do not operate with Install and use only in accordance with manufacture's installation elevate fire. Build doors open. instruclionsand your local building codes. wood fire directly on VENT REQUIREMENTS: 6 inch hearth. Do not obstructs space CAUTION: pa special methods are required when passing chimney diameter, single wall. minimum Do not overfire. If under heater through a v.•all or ceiling, refer to local t+rilding codes. Do 24 MSG black or 25 MSG blue rot connect this unit to a chimney Rue serving another appliance steel connector with listed the heater or chimney TYPE OF FUEL' connector glows. youSolid or masonry Typo HT chimney are overfiring.f.See Manual) ty0°d Only NOTE: Replace glass onMwith 5mm CERAMIC IR or or masonry chimney. NEOCERAM IR glass. Caution: Hot while in operation, Do not touch WARNING: (MOBILE HOME) An outside a'u inlet mut be provided Keep children, clofhirg, and furniture away. for combustion and be unrestricted while unit is in use. OPTIONAL COMPONENTS: Contact may cause skin burns. See nameplate Blower Kit Pan F 9357500 and Owner's maual. Inspect and Clean Chimney Frequently -Under Certain Outside Air Kit Pan a 93-53500 Conditions of Use, Creosote Buildup May Occur R.api&/. Minimum Clearance to Combustible Materials" un'ueu nue rcmEenx.nu .ND ST(nE TU Ep:E (1L1GWE SD• WIfYUY !!- NVYW A. � A b• E (ewp PARALLEL CORNER For horLvnta' ch'vntew ccnnwN i staflatians. A • 18' RIGHT B-18' C - 13' SIDE FRONT me P..xr �uedion mu;t insnaA<_o heneatn VIEW 12" LEFT VIEW he corcecta and 2- beyc+eo ea4 sr'e. Refer to the Installation Manual for additional clearance information. Installation Instructions, and Operating Instructions. U.S. ENVIRONMENTAL PROTECTION AGENCY Certified to comply with July, 1, 1990 particulate emissions standards Date of Manufacture 2001 2002 _2093 Jan Feb Mar Apr May Jun Ad .Aug Sep Oct Nov Dec DO NOT REMOVE OR COVER THIS LABEL MADE IN USA 3300-552 HearthStone Qua14Home Hearing Products Inc 0 22 Bennington Model 8350 Bennington Non -Catalytic Stove Limited Three -Year Warranty 1. HearthStone-warrants that the goods described in this warranty are free from defects in workmanship and materials for period of three (3) years from the date of purchase. NOTE: As stated in 9.1 below, the Owner must return a Warranty Validation Form to HearthStone within 30 days of the date of purchase as a condition of warranty coverage and performance. 2. Under no circumstance shall HearthStone be liable to the purchaser or any other person for any incidental or consequential damages, whether arising.out of breach of warranty or otherwise. Note: some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. 3. This warranty extends to the original purchaser (hereafter called the "Owner") of the product warranted hereunder. It does not extend to any subsequent owners during the term of the warranty 4. • This warranty covers the HearthStone wood burning stove except that the warranty does not cover door glass, door gaskets, stove cement, and the enamel finish. 5. This warranty does not cover defects caused by modification, alteration, repair or service of the product by anyone other than HearthStone or an Authorized HearthStone Dealer; or misuse of the product or installation or operation thereof in a manner contrary to the accompanying instructions, including but not limited to over -firing. In the event of a defect, malfunction, or other failure of the product not caused by misuse or damage to the product -while in the possession of the Owner, HearthStone will remedy the failure or defect. The remedy will consist of repair or replacement, at Hearthstone's option, of any defective part that affects the operation of the stove. To obtain information on warranty performance, call HearthStone at (802) 888-5232 WARRANTY 7. Costs for parts, labor, and shipping: 7.1. PARTS: HearthStone will replace defective parts for a.period of three (3) years at no charge. 7.2. LABOR: There is no charge for labor during the first year. Thereafter, the Owner is responsible for the costs of labor. 7.3. SHIPPING COSTS FOR PARTS: There is no charge for shipping during the first ninety (90) days of ownership. Thereafter, the Owner is responsible for shipping costs. 7.4. RETURN OF STOVE FOR REPAIR: During the first year of ownership, HearthStone will pay for 50% of the shipping costs and the Owner must pay 50%. Thereafter, the Owner is responsible for 100% of the shipping costs. HearthStone does not cover fees for pick up or delivery for stoves returned for repair. 8. The applied warranties of merchantability and fitness for any particular purpose are expressly limited to a term of three (3) years. Note: some states do not allow limitations on how long an implied warranty last, so the above limitation may not apply to you. 9. To obtain performance of any obligation under this warranty, the Owner must take the following steps: 9.1 Within thirty (30) days of the date of purchase, return a completed warranty Validation Form, signed by both the Owner and the dealer from whom the stove was purchased; to HearthStone at 317 Stafford Ave., Morrisville, Vermont 05661. Note: the return of the warranty validation form within thirty (30) days of the purchase is a condition of warranty coverage and performance. 9.2 Contact HearthStone or an Authorized HearthStone Dealer for instructions regarding the return of defective parts or return of the stove for repair. 10. This warranty gives you specific legal rights, and you may have rights that vary from state to state. vuaruy Home Heahng Products Inc W 23 Bennington Model 8350 r HeartAStone Quality Home Heating Products Inc ® 24 Bennington Model 8350 I OL 7B MANGRUM — 5655 ALMOND STREGT dERGY`CONSULTANT _ P/IRADISE,.CA 95969 .530-876-9616 530-877-3979 FAX . 1P1�.�� �5.� h7[ F �lf-iC1�;IY I C,l�]C. � �S �•C'ic I'`I Title 24 Residential - Title 24 Commercial UC.' 11518627 - TITLE 24. SUMMARY JOB NAME:: 0IZ-4 H.E.R.S. VERIFICATION REQUIRED YES NO ✓ INSULATION: ATTIC WALL _ 1-2- FLOOR -2 FLOOR = SLAB = . FENESTRATION: s7-Ati9,04Ad V/Ay y[. "U" VALUE SHGC SHADING HVAC SYSTEM: SQUARE FOOTAGE t?&o HEATING btu's = ,,�� 6o IISPF AFUE: 90 COOLING btu's SEER: I O WATER HEATING SYSTEM: " GAL. STORAGE GAS . = ENERGY. FACTOR = GAS INSTANT RADIANT ROOF: YES: NO: HOUSE WRAP: / YES: ✓ NO: TABLE OF CONTENTS TOC Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 Project Address........ 14243 COUTOLENC RD. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone .............. 11 Compliance Method:..... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 ******* Project Address........ 14243 COUTOLENC RD. MAGALIA, CA *v6.01* Documentation Author..: ROBERT A. MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date f Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 960 sf Single Family Detached Addition Alone Front Facing 225 deg (SW) 0.5 1 Slab On Grade 17.6 % of floor area 0.5 Btu/hr-sf-F 0.61 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type, R -value R -value R -value U -factor Location/Comments Wall wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 SlabEdge None R-0 R-0 F2=0.760 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (SW) 17.5 0.500 0.610 Standard Standard Yes Door Front (SW) 20.0 0.500 0.640 Standard Standard Yes Window Front (SW) 17.5 0.500 0.610 Standard Standard Yes Window Left (NW) 17.5 0.500 0.610 Standard Standard Yes Window Left (NW) 5.3 0.500 0.610 Standard Standard Yes Window Left (NW) 21.0 0.500 0.610 Standard Standard Yes Window Right (SE) 17.5 0.500 0.610 Standard Standard Yes Window Right (SE) 17.5 0.500 0.610 Standard Standard Yes Window Right (SE) 17.5 0.500 0.610 Standard Standard Yes Window -Right (SE) 17.5 0.500 0.610 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title ........... OILEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 Equipment Type Furnace ACSplit SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location 0.800 AFUE n/a Attic 10.00 SEER No Attic Area (sf) 960 Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type R-4.2 No No Setback R-4.2 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS ***,Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER o OWNER Name.... JIM PEPPLER Company. Address. P.O.BOX 1646 PARADISE, CA 95967 Phone... (530) 872-1344 License. Signed.. - ( ?_-C-At ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed. Mate) � 1 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 Project Address........ 14243 COUTOLENC RD. ******* Documentation Author... Climate Zone........... Compliance Method...... MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit Plan Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er / ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30-., water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. VX MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er / ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or / cooling systems.y 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01, File-PEPLER10 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy -of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible j lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2'.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 ******* Project Address........ 14243 COUTOLENC RD. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 Zone Type MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Building Permit Plan Check Date Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 Zone Type MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.32 15.80 1.52 Space Cooling.......... 8.96 10.15 -1.19 Total 26.28 25.95 0.33 *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 960 sf Single Family Detached Addition Alone Front Facing 225 deg (SW) 0.5 1 ReducedYear Slab On Grade 1 9120 cf 960 sf 17.6 % of floor area 0.5 Btu/hr-sf-F 0.61 9.5 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell (sf) (cf) Units Cond- Thermostat itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 960 9120 0.50 Yes Setback 2.0 Standard Housewrap COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 Surface HOUSE - New 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) factor R-val Azm Tilt Gains Reference 198 0.065 17.8 225 90 Yes W.19.2X6.16 212 0.065 17.8 315 90 Yes W.19.2X6.16 48 0.065 17.8 90 90 Yes W.19.2X6.16 138 0.065 17.8 135 90 Yes W.19.2X6.16 48 0.065 17.8 180 90 Yes W.19.2X6.16 960 0.025 38 n/a 0 Yes R.38.2X4.24 0.500 0.610 PERIMETER LOSSES 90 Location/ Comments Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE - New 7 SlabEdge 94 0.760 R-0 No Orientation HOUSE - New 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window Surface HOUSE - New 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (SW) 17.5 0.500 0.610 225 90 Standard/0.76 Standard/0.68 Front (SW) 20.0 0.500 0.640 225 90 Standard/0.76 Standard/0.68 Front (SW) 17.5 0.500 0.610 225 90 Standard/0.76 Standard/0.68 Left (NW) 17.5 0.500 0.610 315 90 Standard/0.76 Standard/0.68 Left (NW) 5.3 0.500 0.610 315 90 Standard/0.76 Standard/0.68 Left (NW) 21.0 0.500 0.610 315 90 Standard/0.76 Standard/0.68 Right (SE) 17.5 0.500 0.610 135 90 Standard/0.76 Standard/0.68 Right (SE) 17.5 0.500 0.610 135 90 Standard/0.76 Standard/0.68 Right (SE) 17.5 0.500 0.610 135 90 Standard/0.76 Standard/0.68 Right (SE) 17.5 0.500 0.610 135 90 Standard/0.76 Standard/0.68 n/a 17.5 3.5 OVERHANGS AND SIDE FINS 0.0 n/a Window- n/a Overhang n/a Left Fin Right Fin - Area 17.5 3.5 5.0 9.0 Left Rght n/a n/a (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 3.0 6.6 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 45.3 3.5 1.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 21.0 6.0 3.5 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17.5 3.5 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 ACCA Manual Duct D Eff No 0.737 No 0.645 *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 960 HVAC SYSTEMS Refrigerant Tested System Minimum Charge and Duct Duct Duct Type Efficiency Airflow . Location R -value Leakage HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No ACSplit 10.00 SEER No Attic R-4.2 No SPECIAL FEATURES AND MODELING ASSUMPTIONS ACCA Manual Duct D Eff No 0.737 No 0.645 *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. REMARKS HVAC SIZING Page 10 HVAC Project Title.......... O'LEARY ADDITION Date..12/19/03 15:11:41 ******* Project Address........ 14243 COUTOLENC RD. MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit Paradise Mechanical 5655 Almond Street Plan Check Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PEPLER10 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-PEPLER10 TITLE 24 1638 GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... 'Latent Load Fraction....... Description 960 sf 9120 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... 225 deg (SW) Heating Cooling (Btuh) (Btuh) 5492 1774 3375 1772 n/a 2562 5187 1565 n/a 1050 1405 872 15460 9595 n/a 1919 Minimum Total Load 15460 11514 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. { NOTES i. h RESIDENTIA p g -a O�-I l9 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER z, JOB FINALED (Date) Signature �l I E r , f i. ,1 RESIDENTIA p g -a O�-I l9 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER z, JOB FINALED (Date) Signature V = OK 0 = Not dK - = Not Applicabte = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or; /"L"ft./ /LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -;=all -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'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- Bea ms- 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s I Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Stee l-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date 48. Card B-1 Date Card B-1 Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles PLUMBING (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 17. Water Htr.; Vent -Access -Combustion Air Baffle 52. 18. Water Pipe; Test & Anchor -Nail Protection Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 19 D.W.V.; Test Fittings & Anchor -Nail Protection 55. 20. Shower Pan; Test, First Floor -Tub Access Siding -Nailing Veneer 21. Test Tub & Shower, Second Floor -Tub Access 58. 22. Gas Pipe; Sixe & Anchors Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels Date Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ELECTRICAL (Permit) OK except #'s Card B-1 Date Card B-1 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Irif iltration-Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Pre o Inspections 91. Gas Test -Meters T gg d, Gas-Ele tr' 92. Water & Se46r Connected -&/O to -HD Approval 93. EnergyC nce CejificjtkPC0e ertificates 94. Addre� Po ted Date (Card B-1 Mte Card B -t Date n Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /'_J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, (:aliforriia 95965 - Telephone (530) 538-7541DJ^ T No. (Rev. 12/96) APPLICATION AND PERMIT 1S6 gORJO 010 ZONING BUILDING PERMIT OWJER O LEARY TELEPHONE 877-5463 SQ. FT. OCC. BUILDING VALUATION 36 288.00 . OWNER'S MAILING ADDRESS 1354 KELLER LN. PARADISE,CA 95969 20 12;960.00 CONTRACTOR'S NAME MATT THOMPSON TELEPHONE 1 872-1441 28 364.00 REMODEL EST. CONTRACTORS MAILING ADDRESS 7308 PENTZ RD, AnTSF.-SA_g59fi CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $q9_R9 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $608.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 195.96 BUILDING ADDRESS COLDD= 'RT)- MAGALIA, CA 95954 Energy Plan Checking Fee $ 2-1-00 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 -7 Solar or heat pump water heater 23.00 Water piping 15.00 19 00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition M Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDTTTnN SF Gas piping system 1 - 5 outlets 1 15.00 15 00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zaOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, rwill do the work, and the structure is not intended or offered for sale. ,rill owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. > 2 _ O X Date 1 Signatu ofplic nt - Owner [3 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so CCU000A NEW CONST. DWEWNO OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. MOS. 3.5¢R; 49.`$4 NON-RESID T.MULTI.11 OtlTLET @7,50 8 OUTLET OWER APPARATUS CIA. 20 �'�O0 Ex. Occu oLmETORFLxTUREs SAL p .50 FIXLNSI Ex. Occup.ountis aEs,D,DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 69.84 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation PERMIT FEIE $ 56-50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1347.54 HAz. _ D ES IMP X FLOOD CDP x P�gCEL ?i _Q PX HD ISSUE x This permit is hereby issued under the applicable of the Bu County Code and/or Resolutions indicated ov or wh' h fees h been By Date PERMIT PIRES ON 0 t provisions to do work paid. Z -S 117 to ReceiptNo. 331872/400.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ASSESSOR PARCE4 NUMBER: Proposed Building Use: Building Inspector: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ �. All items have been submitted .------------------------------------------------------------------------------------- ". Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ jEneo ete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ' S . 0 rgy Design Compliance and supporting documentation. �C 9lr Y't--- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. ❑ . Manufactured Home data and installation instruch ludin Tie Down Specifications ------------------- 10. F sof $ - -- --- �'-5 �----------------------------------------------- pact fees as shown on the attached schedule.--`3�'-'A 1--nrkt�----=----------------------------------- California Department of Forestry plan approval/fees.--------------- -.1a.-P-1----------------------- 13. Flood elevation certificate. -------=-----=---------------------------------- ---- ------------------ t"---------ro✓eG�-O�dd:OL� 4. Sanitation and plot plan approval P Health Department. ----------- ---------------------- t1 /� �� , Ell .� c.vw• . City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: D )[ (B) Parking: --------------------------0 ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainaggal Parcel.----------------------- 1119. ----------------------❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. -------------------- :'------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 0 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H 9 Title, ❑ Check to H.C.D $ V CSS ---------- )00. Other: ✓ £ V O l EC1VKJI Wh you issue the permit, process as follows ❑ Mail to owner, ail jo� contractor. r�v� �ia.v/tbv Telephone O %3— 0530 and hold for pickup at fol?/C office. ❑ Deliver with inspector. K O' Leap i Applicant: YDate: -� Z Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Poll ion D*: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By:; 1. Index permit application for a above it s numbered: lan Check List 'Additional items required: S .07- Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ i , ❑ Building Division 66ulker, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above r aired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Yyl,(°� Date: ('Z 3 Sets of plans on hoid in ❑ Plan Cabinet, b A.P. f der. Note transfer by: Date: VAInvm (�nrn - rlano,+..,A„t..frlo.,ol E.H. USE ONLY ►" Plot Plan Attached NJ to's Hoot Plan Attac ad Sant to B.D. t / TO: Building Department �. FROM: Environmental Health O SUBJECT: Sanitation Clearance 4b, Gyp o Owner Location Ij AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for ,. dwelling. Other u.v aA R I c, P,r r4r Z.,A1 I a� knyJ!P� 0- Hold final for:. Final clearance O.K. for: (VOTE: r / v Envir nmental Health Specialist e53ate 8/96 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE ( )L A_r4J,*(_,y1 1. BUILDING PERMIT FEES --Balance Due ......................................................... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee... ....................... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. -x-=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. HERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. , OTHER A.P. # DATE RECEIPT # DATE REC. l� I401`IV�' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE g-2.2--0 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 project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) J. LI) l' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE g-2.2--0 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 project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner _ (Rev. 6/00) J. LI) I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District A.P. Number aS-220 -40 D Jurisdiction: � City Property Owner Property Location/Address Subdivision Kieran Building Department No. County + D;CLne O'Leary 3— /k0:1443 Cole Lot No. Residential Development Sq. Footage 70 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permi # '(No foundation inspection): Commercial/Industrial New Addition Building Department Representative lrioor rians reviewea oy scnooi uistnct Distr Identification No. r School District certifies that 142-1+3 C 6u -t(---) l e(nc 'RA ft (Street Address) ( Anue < L' (City) has complied with the requirements of Resolution No. T representing square feet. A0, ja�1�4 School District Representative Paid by Check # Remarks: (State) . mQ�►; Sq. Footage (Including Exterior Roofed Areas) 11.20.0/ Date Kieran -+ Dene O'l_e0. (Applicant) + '�-q-sg(03 (Phone Number) ISC1S(- (Zip Code) by payment of $ 14 43 . C-0 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school diatrict's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98ldmm Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I., The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry ❑ High Strength Bolting Welding Bolts installed in Concrete ❑ Other: Name of Special Inspection company: loft PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your rye -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response... please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OFYnIJR of arg DruTrw i cI-0 Aun nrninu 1..,t2.2 rbm" •-- a WK%JV OWNERS NAME _.._ ..._.._.._. WIN A. f1RLa.7CUAMIJ VKjLuiLNAL PLANS. DATE:. =:: ;erC YI vv�t Oeceoe.r 1 -, Z6Q ASSESSORS PARCEL NUMBER PERMIT NUMBER COMMENTS: ZrW o ` l +-SWu RESPONSE FOR PLAN CHECK LETTER DATED: Dee -p -wt -1 er - 3, 200 PLAN CHECK ITEM # � , �t u 1 RESPONSE BY: - c, d►�tc-���or- _ LOCATION ON PLANS/CAL c�S: -_ COMMENTS: S .�S'{-� WdCc.�'L � f' 15��C( WOl�� l •S e`IC�tJ$.� U. PLAN CHECK ITEM # RESPONSE BY: Kc� { DZartR LOCATION ON PLANS/CALCS: Z U. COMMENTS: ZrW o ` l +-SWu PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: . P1 � • I COMMENTS: �OOrs ct`r'P iflg _ �{SCf'C Gt.btC U. PLAN CHECK ITEM # Pdt z , Z+�� RESPONSE BY:LOCATION ON PLANS/CALCS: Pc COMMENTS: o. ark y 1L cL Z� vlLt-c c e Pr' is C.r`e cctkc CcJ tee b PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 3 � COMM S i RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: tQ LOCATION ON PLANS/CALCS: 3 COMMENTS: (� �� L t' @ d,(1 C 'FII.I bg 2C --3 Ld 4 -Cr" PLAN CHECK ITEM # RESPONSE BY- f � LOCATION ON PLANS/CALCS: COMMENTS: P�1 � .S � d V 1 Q �.Gi "�`d $ Gc.Bc.c> 5 J P`� &Ie.tz beam PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Pte- Q Z COMMENTS: � �" E Oc.✓L C P -06C FZCL� t,s CLc C(e d PLAN C EM # CLr+ p RESPONSE BY: +L LOCATION ON PLANS/CALCS: St.e r -e e d . vier u e J e u 0 z segsCAVrn „ --3 Ld 4 -Cr" PLAN CHECK ITEM # RESPONSE BY:+r' K �Cr'ci►� 'Q;c+� D' LOCATION ON PLANS/CALCS: COM E S: Pi c'K 0. c Q i trC� ` Q 4i C cc( � rl �' � � R t. cc�k 6.&" jse , SPE' e -+ec tad or— r I.L&pm* u (3 Z4A•NT' PLAN -CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 343 L_ K\)., COMMENTS: ) , PIAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submittaL If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. - please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME _ .. _ .. ..__._.._ .... _.... DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: HECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ENTS: 770�t �i�rJ,�,T 727 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: GS PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALFS: . COMMENTS:_�GEDvG�//S?] F -- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /� �lirG- ��.¢�'!/I% eSdG-7's c. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with this form is not complete, as to all correction items, we will not be able to accept your resubmittal for Review. Your • I response to every item requested in our plan correction letter. "Hy others" is not considered a valid ��Q =9 be a vatic response to each item and the location where the information can be found on the plans/calcs. Phi iadlq�e 1'�' ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN W1TH REVISED AND OWNERS NAME NAL RA _.. .... _.._... - - _ .... _..._ DATE: _.: .• ASSESSOR3 PARCEL NUMBER V PERMIT NUMBER O (oS .. f RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK IT --EM # RESPONSE BY: -- - LOCATION ON PLAN3/CALC3: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: December 3, 2001 Kiren O'Leary 1354 Keller Lane Paradise, CA 95969 De artment of Develo.tlent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-220-010 Building Permit Number: 01-2082 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART -4 below: Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. _ f PART — I Provide additional information and/or make revisions. to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: ,l! Provide contractor's estimate for all remodel work which is to include removal of bathroom wall, new placement of cook -top, removal of interior kitchen wall and placement of new beam, retrofit of new shearwall at newly opened wall, additional skylights upstairs, new framing for dormer window, new 220 volt electrical outlet, new shear panel at east wall, installation of new windows which differ from previously approved plans and original siding was T-1-11 and is now to be 3 -coat stucco. Twenty one square feet of openable window area is required in the upstairs bedroom. Two skylights were previously approved and both were required to be openable. These two openable skylights are still required to meet the square footage for openable window area of 21 square feet. (6040 opens half way for 12 square feet and skylights at 2040 are 8 square feet a piece for 16 square feet for a total of 28 square feet, only one openable skylight will not give you the required 21 square feet). �3 Sliding glass doors are noted on the plan as 6066. These are required to be 6068. Perhaps this is just an error regarding size and the correct size has already been installed> please correct discrepancies. 4' The new addition is noted as having 2x10 floor joist at 16 inches on center, 2x12 floor joists at 16 inches on center and 2x12 at 24 inches on center. Which will you be installing? Please remove discrepancies from the plans. Note. outside siding on the exterior elevation views. 1 of 3 eft exterior elevation view has additional window and different placement of window from the floor plan. Please remove discrepancies from the plans. Plan does not show required support for new ridge beam at addition. Revise section view to show support of new beam. Construction details for new dormer are missing from the plan. Provide wall framing and ,9roof framing details. Energy calculation: this is modeled as existing plus addition but all CF -2R forms only identify it as existing. All new windows must meet U -factor and SHGC for current standards. Correct modeling assumptions must be modeled i.e. 2x10 roof, not 2x12, floor is 2x10, not 2x8, etc for all construction. R-19 insulation is modeled for floor but floor area is incorrect and roof areas also do not match the plans. Three skylights are on north orientation but all are modeled on south orientationkR-value of R-38 insulation must be modeled as R- 37 in a vaulted ceiling to allow for proper ventilation of roof and size of insulation used. Duct location cannot be modeled as in conditioned space when the heating system does not have ductwork.Window sizes do not match plans on east orientation, as at least two windows are 8 square feet apiece. Please revise calculations and re -submit two sets of energy calcs. . Provide location for heating and cooling units. Provide manufacture's specifications for heating unit. Ifheating unit is a wall furnace it must show that it can meet the calculated heating loads, that it can heat entire square footage of home without ductwork and it must rneet the minimum AFUE of 80 percent. Wall heaters are typically 63 to 68 percent. Wall heaters may not be located in a bedroom or bathroom, nor in rooms or areas, which open into one of these locations. S RUCTURAL COMMENTS: Provide narne and resume of the special inspector that you intend to use for the bolts installed in concrete. 2. The The shape of the garage trusses provided does not match the plans. Please clarify. 3. Alternate braced wall panels -shall have a tie -down device fastened to the foundation capable of providing an approved uplift capacity of not less than 1800 pounds per UBC Sec. 2320.11.4. A Simpson HD2A on a single 2X vertical member as shown in the braced wall schedule is riot.adequate. Please revise the braced wall schedule accordingly. 400 4. Please show'location of all anchor bolts on the foundation plan. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. �1 Balance of Building Permit fees to be determined at second review, after contractor's estimate is received. ,.2" Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 3O Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 2 of 3 If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, a Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Matt Thompson Jim Pepler FLT Engineering 3 of 3 September 14, 2001 Kiren O'Leary 1354 Keller Lane Paradise, CA 95969 Department of Development Services Building Division . 7 County Center Drive Oroville, CA M65 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 065-220-101 Building Permit Number: 01-2082 This office reviewed building plans for the permit application referenced above. The plan; examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMNMNTS: 1. Plans submitted for review of new second floor area and new laundry and garage differ -from the original, approved plans for this parcel. Upstairs bedroom had walls built from- roof to 1W floor making the original approved bedroom smaller than the bedroom now shown on your plans. This is significant for reasons of determining light and ventilation requirements for this room. Original approved plans show a 3x5 gable end window and two, 2x4 skylights and a 4x5 gable end window for a total square footage of glass area of 51 square feet (42 square feet was the required minimum). As these walls do not show on the plans now presented I have to assume that they are not installed as shown on the original plans. Is this the case? If so, you will need to provide a total of 59 square feet of glass area in the existing bedroom as you are now eliminating a 4x5 foot window with the new addition. Plans must show how you will meet the light and ventilation requirements for this room. One half the required glass area must be openable. 2. Addition on the upper floor is considered habitable space. As such, it will also need to be provided with proper light and ventilation. Provide a minimum glass area'of 27 feet, one half of which must be openable. 3. Room to the right of the kitchen was approved on the original plans as a 12x20 covered porch. As this has been modified to living space without the required permits this area will need to be included as part of this permit. This area is required to be provided with'a continious perimeter foundation and must be braced per Chapter 23 of the Uniform Building 1 of 3 Code. Please provide full set of plans for this are of the house with bracing to code or a lateral design for this room. 4. Provide a furnace for this house which is capable of heating 1888 square feet. Original furnace was sized for a small house of 1040 square feet. Wood stove cannot be used as primary source of heat and your energy calcs must include load calcs for the heating system 5. Provide two sets of energy calcs for all additional square footage including upstairs room, new laundry and converted porch, for a total of 816 square feet. Your submitted energy calcs detail incorrect construction references, incorrect square footage and a combined housewrap and infiltration barrier. An infiltration barrier is installed on the warm side of the installed insulation and both the housewrap(exterior application) and the air infilltration barrier(interior application) must be detailed on your plans. If you do not want to install the housewrap and infilltration barrier do not have them modeled in your energy calcs. All energy calc requirements are to be detailed on your plans. 6. All windows to be identified on the plans. 7. Foundation detail for garage does not show the required rebar in the footing across the garage door opening. Detail currently shows rebar in footing and stemwall. As the garage door opening does not have a stemwall this required rebar is to be detailed in the footing. 8. Truss A and truss A2 show multiple bearing points, then these have been crossed out and "continious bearing" has been marked over: Engineered truss calculations cannot be modified without modifying the engineering. Provide two sets of revised truss calculations for these two trusses if they are meant to be continuos bearing. 9. Engineer of record is to provide a letter stating that he has reviewed and has approved the truss calculations per his lateral design. 10.2x10 rafters are overspanned as the span is longer than 12 feet shown in the calculations and as allowed per the Uniform Building Code. 11. Provide a construction detail of the 2x6 floor ledger to existing rim joist of Blkgs at 16 inches on center. (This is a note on your plans). 12. Roof beam is not identified on the plans. Please identify. STRUCTURAL COMMENTS: As additional engineering, revised trusses, letter from the engineer re ag, rding trusses and details need to be provided, structural review will be done when all items have been received. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide energy design compliance and supporting documentation. 2. Balance of Building Permit fees to be determined upon review of resubmittal 3. Impact fees: 3.1. - School fee form cannot be sent until square footage has been determined per item one. 4. Sanitation and plot plan approval is required from -the Butte County Environmental Health Department. PLEASE PROVIDE THEM WITH REVISED FLOOR PLANS 2 of 3 WHICH SHOW ADDITIONAL SQUARE FOOTAGE. PREVIOUSLY APPROVED FLOOR PLAN CANNOT BE ACCEPTED. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner 3 of 3 Philo Hunt Plan Check Engineer • Department of Development Services Building Division 7 County Center Drive 0 ville, CA 95965 (530) 538-7541 (530) 538-2140 FAX F4 CSIMILE COVER SHEET Date: 8 ' C:)1 To: From: �,vi Subject: C-9 Number of pages (including this cover sheet): TelephoneNumber of Receiving Telecopier: 4 813 —4812 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Sincerely, CONFIDENTIALITY NOTE. The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited If you have received thisfacsimile,' in error, please notify me immediately by telephone, and return the original tome. Thank you. "Y -Cs m tJaU.L go 4� t Shea r cva_pv 'lkLO 5ked , K +r_hC#A /1 i Vt roo �: i jc�raarn ve vL>� Owner: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY N&0�4m.pj� V ' Building Permit Number &73 -ail -7s (9I - Z07 Z Plans Examiner: Martha Christy A. P. Number: (o S - 2 2O -- O I (7 GENERAL: A" Zoning requirements — (number of permitted living units). 02! Plans signed by the designer. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of violation. Building permit valuation. PLOT PLAN: X. Complete parcel size and dimensions. ,21 Setbacks, side vard, easements, etc. C Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ /7: Federal Aid Route and/or Federal Aid Secondary Route setback requirement. /: Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: ,,1! 2. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue have windows shall a minimum net clear operable area of 5.7 square ee�minimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). �0(�8 rat 6 Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest nro ection from the ceiling g (Uniform Building Code section 310.6.1). All habitable kitchens rooms except shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). �'. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath 10. or bedroom (Uniform Plumbing Code section 509.0). Fuel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in ! a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 5O '- ,),r Garage firewall separation --required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). ,1Z. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes pU*11 (Uniform Building Code section 312.4). wi4_h Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). c! GLCq 4 Smoke detectors (Uniform Building Code section 310.9.1). ►�¢9ta�f �ft Page 1 of 2 0 _ -Fa a-& , a,Q rULAJ GlN/jc.dl4zcl �r�cl.Q# t 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). 16ZA C"na-t he M zx aPir jeer STRUCTURAL DETAILS: V -p-, 4w -x Y, qw rn(rch, or -oL 4 x, ac -r I. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels PlANa-Ls must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not rZim exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall /so C? 4 - lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. ,�. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct bug Roof construction details complete enough to construct building. J j„Q0,M- y k, pZ 8. Fireplace construction details and calculations if necessary. 111 b l� 9. Garage door header size(s). tl'�.' 10. Porch header size(s). 11. Typical header size(s). Zx to c_+ YV ? 12. Stud heights. Ici jy.I-i fNcE� 0-� ),3 High expansive soil - special foundation design required. jC(p yct. �' ,r�?/► � �tGd� Retaining walls requiring design. c�(p'Y1GIr' 15. Gypsum wallboard nailing inspection required. e }ooy 'S d, j I� Xtwo1 If the area below the lowest floor is fully enclosed, than a minimum of openings are required wittf a total / net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be / designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: ,1! Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). ,i Guardrails (Uniform Building Code section 509). /,a Brick or stone veneer (Uniform Building Code section 1403). fit! Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. /Y 36" halls and stairways (Uniform Building Code section 1004.3.3.2). �1 Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). ,A Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). k(% Attic access and ventilation (Uniform Building Code section 1505). �Ocd_�, JA re -0.1= Sound requirements. ,�. �'�3Irb 12. Energy design compliance and supporting documentation. CDF responsible area requirements. n� ('0_-yl"t be m0et2i4 BUILDG PERMIT REQUIREMENTS: pwl��t__" G�, Zaj (;✓1 (0/1 ctrl e 1. SRA. C ! Sc C 2 -,C *4U-�-_ 2. El Flood elevation certificate. � „ n 3. El Fire Sprinklers required. `�X Q/� Q {)o c t- u-ctb 4. ❑ Special Inspection requirements. "e 5. ❑ Use Permit conditions. )( 10 nab 0 2 u6 6. ❑ Sub Standard Housing letter. 2Xe . Floor 2x to na't Page 2 of 2 —RoU1 0ja-0 . CJ Aia-A (3) for PRC -ECT PROCESSING RFr.ORD AMWA: 00 NTear, OWNER: i PERMIT Z A. P. 1: WORK DESCRIPTION: DATE DESCRIPTION OF • l �• • o t I�- L _.d -so - +0 j�1�.c Co 6y-1 1 1 Z ( o a- t23•or j.J(v.®2 r 30 1. -, r ., F .; . i RESIDENTIAL PLAN. REVIEW GblbE-.,. SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Building Permit Number: (9 Plans Examiner. A- P. Number; 0 CeS 0-- .(-0 -------------- G ,FNERAL: A. Zoning requirements - (number of permitted living units). Building permit valuation. Q) X Plans signed by the designer. (91Proper description of work. on the application. ,6- Existing violations on the property. /6,." Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Y10 -t- 2. Setbacks, side yard, easements, kc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hq7nrd Ve*.* 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). Fyov*lCie- C-0 V..onp lae 7.. FAU & FAS road setback. dor r-ex9m -fes af- 8'. Building or utilities across lot lines (record form). .-c- twco WCZ a-* FLOOR PLAIN: C ve rea decle— U-)hee'lk-;16Lt15 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Q-r�r'0�' Code section 106.3.3).' (2*,.) 10% of natural light and 5% of ventilation (Uniform Building Code section 1,203). -.V 3. Egress windows (Uniform Building Code section 310.4). = C, <�::,/ 0 Skylights (Uniform Building Code section 2409 & 2603.7).+0 enc -low 5. Glazing in Hazardous locations (Uniform Building Code' section 2406). LWe4112 PO r-C*1 - I LA_) J e%Ct 0%4.TD 6. Required room sizes and ceiling heights (UniforaMuilding Code section 310.6)., >ha ve's'-f sk 7. GFCI in baths, garage, kitchen, wet bat, and exterior-^eceptacles (NEC 210). 8. Prohibited locations of gas water heaters (Mifform'Phmibing Code 509& 1213.5). 9. Prohibited locations of gas heigng-equipiiierit'(Unifoi*MechanicaI Code 304.5). a. -it 10. Garage firev.-all separatioh-reqw* -required garage and rage st mc g supporting walls* posts (Uniform Building Code section 302.4 ey�:eption70):'3 77' .1-rWood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined q=). � Smoke detectors (Uniform Building Code section 3 10.9.1). ,W'Water closet clearances (Uniform Plumbing Code 408.5). 'jX'Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 r STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.54) Standard bracing or engineered design (Uniform Building Code se6tion .1 -3h� �tJ 3. Clerestory requiring balloon flaming and/or engineering. �V'�PO& 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. �Jt7 Y � vj&eA d Floor construction details complete enough to construct building. ri ve c� �i 7 Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. �; 0G� �- +-� �Q ties or bearing ridge beam. 'I dem-4'' Fireplace construction details and calculations if necessary. 2X.4 1 ppl/ 11. Garage door header size(s). �-j�,� o 12. Porch header size(s). 13. Stud heights. ,WExpansive soil - special foundation design required."�aP,,i Ver i? , Retaining walls requiring design. 16: Special Inspection requirements. (9V'DV nl,}� e 17. Header sizes..' t 18. Gypsum wallboard nailing inspection required. ct a p rd MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Bui. Wing Code section '' __ nn 1006): rpv i c� ��'' �e�T 2. Guardrails (Uniform Building Code section 509). { P�xCQ-�'loo� (edq �S� rtm ' atm 3.. Brick or stone veneer (Uniform Building Code section 1403).0 F J 4: Extenor plaster.- weep screeds (Uniform Building Code section 2506.5).I S. Roofpitch for roof covering (Uniform Building Code Table 15 -B -1&2,15-D-1 &2). 9;t 0' G 6: - ltngf covering type - (fire hazard). 7. Foam insulation - protection. halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10•. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11-Attic'access and ventilation (Uniform Building Code section 1505). .12Combustion air for fuel bunting appliances - LPG requirements. ..- s .:ound... ,r. . requirements. 1( nergy design compliance and supporting documentation. 15: Flashing at all,exterior openings. I ri 16. CDF responsible area requirements.�rn�C 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. = - Use Permit conditions. 17.6. Sub -Standard Housing lette �jrjC.l,ude_ Cjticl,vldr � reM-°� �.• Ire--�- -- �r!'�3 - YoO �'Yl t.t� 5'�Z11 r-� d- Y, , rvt +o r ,; cJv,r� l � I r •T-+-1� I � �'ra.� �, tC.X k.l�,eX, v�►,,Yc.h was r0. �(jOVGh r VLn Pm 4Y-b_-w`�rVe�nqq n P Page 2 of 2 i no�o,,�.� rPH 1 den#h }i ed rte, • `."'' e4"'" roe d > (� Cd -- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-1199 ASSESSOR PARCEL NUMBER 065-990-010 ZONING BUILDING PERMIT OWNER KIERAN 3, DIANE 0"TEARY TELEPHONE 877-5463 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1494-1 MMUT ENC ]RD-. MAGALIA CA 95954 CONTRACTOR'S NAME WOOD 14FAT & SPA TELEPHONE cONrRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace "A" 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 14243 COUTOLENC RD. MAGALIA CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP _ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WOOD STOVE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class IL No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. A. 5( I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date S �� _ �� e of Applica Owner ❑Contractor ❑ Agent An OSHA permit is requ or excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service ETO 46.00 NEW CONST. DWOCUP. SO CC OR ADDNS. d ACC. BUDS. 3.5¢FT, p�IDT' MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OVRET CIR. OUTLET Ex. Occup. SAL o': o PPLNS. OR Ex. Occup. OUFIXTLETS R D.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 55.00 MAZ. D. FEES IMP I FLOOD I CDF PARCEL I PO I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code n r Resolutions to do work indicated abov for which f es h ve been paid. By Date 5-13-2002 PERMIT EXPIRES ON 5-13-2003 Dete ReceiptNo. 92 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 0 STRUCTURAL C A L C U L A T I O N S ADDENDUM NO. 1 F O R RESIDENTIAL ADDITION & REMODEL KIERAN & DIANE O'LEARY 14243 COUTOLENC ROAD MAGALIA, CA 95954 J. PEPPLER DESIGNS P.O. BOX 1646 PARADISE, CA 95967 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 ( 5 3 0 ) 872-0254 1 FLY EMMMEEfidma CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 y 157/ PROJECT: ^' ' D, ! / 2- 6'Iyp ^ y I\/ BY: Gj DATE: �! SHEET No. —� OF CHECKED BY: DATE: JOBN.. SUBJECT: ,��?1D��Z -Z�� ���V�Dpl7 .DIT/D� l2 rc 2p �,�c,y Co,Uv�er�� Tv r¢ S�.U�E'ODt1 ZX /rte t)O. 3 0,f o� Thr 84,4>6P, D1r11.91ot,) o/- Cnv,�r� or¢ ,13 errs; 777 �.c� �%u mak, � , 0//7,� �/Z/� �'.t tl"� � • /��'� R C,E 32434 ,it,�'T�L— Reg. Expires 4 / 12-31-2004 . ZD,c 6.6 x �• d'% �x / /c�F /. 2 C /e• 20/, ) � � ) vv�4!rz��,�s for ` , 96 x v? F-. vo. A6 1',i /Z1�2 - Z_ zF"'r CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 OcTRUC7UML �[rti1 CUL rr 790MS BY: rG/ DATE: �l SHEETNo. /-Z OF CHECKED BY: DATE: JOB No. /l/e —/ Ae moo, �✓�c-� --- �i9 � ��l6' —. �%.r Z. 7 �J ! �' 7�a � 6 ?'� — �ff� 2. 2 —2 r 77 D/2 t ZX �D��. ODI �I/V 13'4- ke �w�fZ Q 3•��7-.3�� 3.39' ��r; G -,j_ /sf — ��� e 3.3? 7-, !?7 - 11.&K w 'Pot - e 3� — D, l,.oa m (/7 f4r)- l r- S. l4- � 977--,�;Z2 r f ",oFG, F i v �i��o Zai �o�t�lrro.,eJ �J �- �'{/� a e /` �JG `• Y � �/ O�JC L' � � . �(/�i'C /oi � � , Drib �� . O3d' AP � ��' � %6d- ef2.J2x Tom �s r. 1 CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BUMUODUML CLrz CULLMOIJ S BY: DATE: 0� SHEET No. 1-3 OF CHECKED BY: DATE: JOB No. 4;pD ,�, �O• ,� u,Z_e '41 yz/0la - 1'-Z, c I2 t. �39xf--,, —/r/ cry XZ- c. 7e 3x l2/ % x f l��c l� _ %6: �% /� 3 — 2/, 39 = 3-- — 3 /DOC- 4>7. ,O¢2,e/2 21e f, /3x 9,c r', �/X 9//PF _ -�6, /�r /e,U-,37x13t,/3xpfllr///Fa P. /.0'01f FLU EMMMEENONQ CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 -Do'e"preie D CCO�Tr) BY: ` DATE: SHEET No. / — OF CHECKED BY: DATE: JOB No. ///Vu / /�� �s .lav• / r 33, /,PO )Ilrl 797v,0s 7Z9 �4° ri t STRUCTURAL C A L C U L A T I O N S ADDENDUM NO. 1 F O R RESIDENTIAL ADDITION & REMODEL KIERAN & DIANE O'LEARY 14243 COUTOLENC ROAD s MAGALIA, CA 95954 J. PEPPLER DESIGNS P.O. BOX 1646 PARADISE, CA 95967 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530)872-0254 IF U EMMMEERON 8 I CIVIL • STRUCTURAL BY: �/ DATE: SHEET No. �� OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. n 9� SUBJECT: 14v -011W0 PROJECT: �G. lam. OC. �i�/�Y I�-mss., /�Zf ����'ODl7 .DIT/D�tJ 6f7•E /f L _. %Lrs/s t -e- 777-6r" ZX %TE?7� /UOQ 5 c-Z:W . Dv- C'c�,v�*j o� ,L3 vrTr=7; Thr �el-,fW 4-r, s' 6-7— /Z- A;)4-7-4v-r--L> -,a4-7�� -- h�.- /2.0 , -- 4%rz-c--.T I - b-/2IV- mak, � , O//7.� </2/� s�'t t �� � • !�'�'� )Z�, -, =' 9,c X— 4fs le E �� f2 ,�r g. Ag 1����s dv�CS R C E 32434 Reg. Expires c 12-31-2004 oQ�pFESS/O�q! Z3C- `c �, La g.32 4 ZO c cr�x l (ll D�c� / _ /10 — gx 9TFOrt �� y of �� v,��� s�.►� Afx 1,<,40114-2 2. / "lir 1 FLU EMOOME RDAs CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY, DATE: SHEET No. / _ Z OF CHECKED BY: DATE: JOB No. J ' !R/ 0�7��i' �� �' C�' �� �. b �.►C Z 7r G a rJ�ssTB/G r- Z) >e.3 t 2x 77, /AC m Com/ l "� �/`�'B1� f2'/A.". ej/, k%f-t->- 3.3?'4r 3.39 r-, 97 - �6 ifT' `f �3G a Z3 3 4J b CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 �D�CIE� /�D1�17'/01t% BY: )54-7- DATE: SHEET No. 1-3 OF CHECKED BY: DATE: JOB No. PH 4.z;,p �r �O• ,� � �0,�1 `7� �` .�,c � ��,rJt� v cJ � �',so � L!%�-c.L C'T•e �v ov 26:0' -"f (0) .--rix /--vS'���'r l.J vow i Xj'f _-'r- r)llz - �? = Z GZ,c r,,ry -f 7x FY7 1--7.30 r Z — fr, Ox 3� -- 26B ; (�� IV, ,4!Wx/2- _, yr fpF �f?Z.zx%l1� j CIVIL • STRUCTURALli,T BY: DATE: SHEET No. OF (530) 872-0254 RAX (530) 872-9331 - 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. Cej (4 -JA - 4 / 3,% /..33 T C . 2F/1, 7-r., oo l%SF- Cv dT. Cx IP(��w) d,�, r.��LsT.� �? Tv e5�r. 2� c -917v,0.s rV s o cal rSQ s % ♦ Johnnie Shipley Comfort SPecialist 6426 Skyway Paradise, CA 95969 (530) 877-0799". Fax (530) 877-6483 owa Toll Free 1-800-640-9007 Heat Stoves .spa, .pools QatandsPalcom Sales, Service, /nsta//atlon AccessoH s 6 Su Cont. Uc. 18--- PPllesy. 1 Ai , t f cal rSQ s % ♦ Johnnie Shipley Comfort SPecialist 6426 Skyway Paradise, CA 95969 (530) 877-0799". Fax (530) 877-6483 owa Toll Free 1-800-640-9007 Heat Stoves .spa, .pools QatandsPalcom Sales, Service, /nsta//atlon AccessoH s 6 Su Cont. Uc. 18--- PPllesy. 1 Ai w @. w Thi-Ylcic�'s Cleanest Burning Aooc� Stoves just got better! _ .. mss•. ..,..tea —ter Y �� �_�`� i nOO- -- - To oC u, T namm 4 n, vv r, L§- o0 u( _oTVi i I cr _ .. mss•. ..,..tea —ter Y �� �_�`� i nOO- -- - To oC u, T namm 4 n, vv r, L§- o0 u( i / 1 I _ .. mss•. ..,..tea —ter Y �� �_�`� i nOO- -- - To oC u, T namm 4 n, vv r, L§- o0 n 'On the front: 3100 Flat Top Above: 3100 Step Top Right: 3100 Millennium Advanced Combustion Technology (ACT) Rated by the EPA as the cleanest burning non -catalytic wood stoves for twelve years in a row, the Quadra-Fire 3100 Series breaks all the records again with a phenomenal new emissions rating of only 1.26 grams per hour! Unmatched Performance uadra-Fire ACT technology is so advanced, no stove line can compare. You enjoy easy operation and responsive per ormance at all burn rates. Each stove features an easy -to - load 2 cubic foot firebox for overnight burns of up to 12 hours to efficiently heat homes up to 2,000 square feet. Patented Combustion System .quadra-Fire's patented four -point combustion system achieves its secondary burn process in four distinct zones ft combustion chamber. In each of these zones, heat that escapes up the chimneys of conventional wood stoves is instead captured to warm your home. The bottom line is cleaner air, minimal chimney maintenance, and significantly fewer trips to the woodpile. Options • Classic black door • Ash removal system* • 24K gold trim doors • Blower system • 24K full gold doors • Outside air kit, floor • Classic black pedestal • Outside air kit, rear • Legs (all three styles)* • Close clearance pipe shield - Formed steel 18" - Black cast iron *N/A Millennium Edition - 24K Queen Anne 11,900-47,200 IMPORTANT - READ BEFORE YOU INSTALL! Refer to the Owner/Installation Manual for complete clearance requirements and specifications. The images and descriptions in this brochure are provided to assist you in product selection only. Product specifications subject to change without notice. Available From with outdoor temperature and house Specifications Width Height with pedestal Height with legs Depth Flue Minimum hearth requirements Shipping Weight w/pedestal Shipping Weight w/legs 3100 Flat Top/Millennium 3100 Step Top 241/2" 301/2" 29" 263/8" 6" 401/2"W x 457/8"D 417 pounds 400 pounds 245/$" NA 341/2" 265/8" 6" 401/2"W x 457/8"D NA 445 pounds Performance Burn time (low)* 8-12 hours 8-12 hours Burn time (high)* 3-5 hours 3-5 hours Heating capacity** 1200-2000 sq.ft. 1400-2000 sq.ft. Firebox volume 2 cu. ft. 2 cu. ft. Maximum wood length 18" 18" BTU range per hour EPA test fuel 11,900-47,200 11,900-47,200 Real world fuel* 10,000-54,000+ 10,000-54,000+ `BTU output, burn rates and emissions are based on controlled test results; are provided as a guide only and do not imply a guarantee of performance. Factors affecting product performance include: climate, fuel, building construction, product location, chimney draft, air supply, and type/condition of venting used. "Heating capacity is approximate and based on 8 foot ceilings; it will vary construction. with outdoor temperature and house Minimum Clearances to Combustibles w/Pipe w/Top Shield Top Shield MINIMUM CLEARANCES Std. Shield or Step Top or Step Top (photo 1) Model w/Pipe Shield Single wall pipe (see note 1) A) Rear wall to pipe collar 20" 13" 18" 1 1" B) Rear wall to stove back 17" 10" 15" 8" C) Side wall to pipe collar 28" 28" 26" D) Side wall to stove side 19" 19" 17" 17" E) Corner from pipe collar 21" 21" 17" 17" F) Corner from stove 13" 9" 9" G) Top of stove to ceiling 54" 54" 54" H) Top of pipe to ceiling 18" 18" 18" Double wall pipe (see note 2) A) Rear wall to pipe collar 15" 10" 8" B) Rear wall to stove back 7" 10" 5" C) Side wall to pipe collar 24" 24" 22" 22" D) Side wall to stove side 15" 15" 13" E) Corner from pipe co 17" 17" 13" 1 F) Come: from stov 9" 9" 5" 5" G) Top of stove ding 54"� 54" ' '� 54" 54" H) Top of pip ceiling�l8"_ 18' -18" I8" Note 1: 6" diameter single wall minimum 24 MSG black or blued steel connector pipe with a listed factory-built-Lype HT chimney suitable for use with solid fuels or a masonry chimney. Note 2: G' d:ameter approved air -insulated double-wall connector pipe with listed f.tctory-built type HT chimney, or a masonry chimney. (Mobile home venting System must be equipped with a rain cap and spark arrestor.) For installations with a preexisting class A chimney system, a listed stainless steel chimney liner should be installed, or the existing chimney examined by a chimney sweep for acceptable photo 1 further use. Alcove specifications: Maximum depth of alcove shall be no more than 48" with a minimum height of 54" to top of unit. Fir additional alcove information and clearances, refer to owners manual. Clearance G is the distance from the unit top to the alcove ceiling. Installation of 900 elbow off top of stove through backwall: refer to owners manual. NOTE: Unit is approved for use with listed double wall air -insulated chimney connector or elbows. REAR WALL ADJACENT WALL CEILING A g F E H 8 3 C G STOVE m a STOVE a 16 FRONT FLOOR PROTECTOR Floor protector must be noncombustible material or equivalent, extending beneath stove and to the front/sides/rear as indicated. NOTE: A 3/8" minimum thickness tile or equivalent is recommended but not required. www.aladdinhearth.com 899-4890 7/01 Vent Specifications: " Single Wall:•Six inch (6") (152mm) diameter, minimum 24 MSG black or blued steel connector pipe, with a listed factory -built 103 HT Class "A" chimney, suitable for use with solid.fuels, or a masonry chimney, and the referenced clearances. Double Wall: Six inch (6") (152mm) diameler;lisled double wall air insulated connector pipe with listed factory -built 103 HT Class "A" chimney, or a,masonry chimney (Mobile Home:musl be equipped with a spark arrestor), and the referenced.clearances. REDUCED REAR CLEARANCES ACCESSORY PARTS: Optional Blower Electrical Rating: 115 VAC, 1.2 Amps, 60 Hz TOP SHIELD #831-0972 k' ' Route power cord away from unit.. Do not route cord over (clearances equal those of Step -Top Model) or under appliance. MINIMUM CLEARANCES'•TO COMBUSTIBLE MATERIALS In Inches & (Millimeters) NOTE: All "A", "C" and.;; Ff,', Dimensions are to the inside diameter of the.flue.coliar. For non-combustible installations_ or installations with, protected surfaces see Owner's Manual. with TOP SHIELD or s '' Step -Top Model B (203) j:`;Gt5.5.(140) 16.5 (419) 7.5 (191) . 4.5 (114) 13 (330) ; . '48 (1220) INSTALLATION: Alcove - Six Inch (6") (152mm) diameter listed DOUBLE WALL air Insulated connector•pipe,with UL 103 HT listed factory -built Class "A" chimney, or a masonry:chimney. (Mobile Home must be equipped with a spark arrestoc),Maximum depth of Alcove.shall be no more than 48"(1220mm):with a minimum height of 48" (1220mm) to top of unit, and the,referenced clearances. DOUBLE WALL .12 305 9.5 241 23.5 597 14.5 368 N/A N/A '48 1220 with TOP SHIELD or Step -Top Model 10 (254) 7.5,(191) 20.5 (521) 11.5 (292) N/A N/A 48 (1220) 'NFPAMINIMUMGLLAKArvct -rvur iwicu.•: accrir�,.,..,........,....�.-..•---•••--•----.• — '----- Addendum b to Report 061-S-31-2 250-6620 STRUCTURAL C A L C U L A T I O N S F O R RESIDENTIAL ADDITION & REMODEL KIERAN & DIANE O'LEARY 14243 COUTOLENC ROAD MAGALIA, CA 95954 J. PEPPLER DESIGNS P.O. BOX 1646 PARADISE, CA 95967. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 O/ 00,3 2 Sum 60ILDING DEPARTMeNy. APPRcDV[;p /elii of PhL . )�--IL4L-- 0 Ll HU lJ vRLr-t1L V'Li--L1L CUL5[rt1U (om CIVIL • STRUCTURAL T (530) 872-0254 FAX (530)'872-9331 BY: �L< DATE: SHEET No. / OF IC 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: PROJECT: /`-'�. D LAY D47-74 ^v, .4 2 -S�n,e r .pITrov 7-0 7-4 e�od45z or-- x/sT�, R' C E 32434Q�Of ESS/pNq Reg. Expires / - 12-31 -2004 /D psi C'o = �'i5 �rq Civ �•Q G G a �D a TF OF CA1-�F�� A . Ir d; w: k 20 ' �. 7Z . =4107 JAZ- VDI -s OAA) R4fi7�49, 6:7) 5��p -/ 7-0,4 -,3 13 - / .0 B - S C-/ " G —6 CIVIL •STRUCTURAL BY: /� Ar (530) 872-0254 FAX (530) 872-9331 DATE: SHEET No. OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. lt/ u, _ �OIZ�Dz tD31��x2=,a9�'Cl jzx .r/, 2x t0 �0 = , —6 77.--.0`9��nl�sl�09-�1��� 9., fD � _ , �6' � �° �- 3•,x.6' � 1 c 31 24, x I 4 0d'�,� /T�g gl i� 2 < � j'Z: z d' 0y, 7-? 06'7x /2x1. r/ rl 0�(V,- 6 �o- , 0/vox Ah Z/ X9' --��'! �� •Z� � �P -/�Z% �/� 1� = xis41 � Z9."- Z _lW0 "4 (Z�-V) 71 Zoo ' - 4177 5-ztg gzz:4:::�hl sP;0�6;2 X 8' '=F. '.�Z CA/// ON 8Of :31V0 :A8 43X33HO A� 30 Z—'ON 133HS :31V4 ,7 :As 8H(oGLVI *I V* C�JIJ IJ��IJ IJC�J�� "'07 ;�fk`P - 69696 VINaO31lV0'3SIGVaVd 'OVOa XaVlO 06L9 l££6-ZL8 (0£9) XVJ 79ZO-ZLO (0£S) lVan1Ona1S • IIA13 UMB93H08HE Lid CIVIL • STRUCTURAL BY: DATE: SHEET No. _3 OF (530) 872-0254 FAX (530) 872-9331 ///qo 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /-,�— �it/� !Z K /dam ti w`� Tom, — 12:0311v7- God a-,Orl9k (G f,67, tOD��c 2�-,V-0� A C�, r?) x Z' ,-, 0 r x G f,. Olex l Z = 'r 7T CIVIL • STRUCTURAL i (530) 872-0254 FAX (530) 872-9331 BY. T DATE: � SHEET No.'s - � OF �� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. -- !�(/��—"/ v 7-0 �-' czrtr L Oke, -- �Zl- /ro,�.Y�, _ (, O136,� �' -� r• Dl Z45 ,rc /D ¢ Ol/ix %� ,�//g, �".� z = . 012 T Z%_ — �s� . /g3 ,< COl7rc 7A-- TD. �z = �Z¢x 3��1z 3A 7- r""'. r""'.- lD�2x 2t r 00¢ zeg/s'n z F L'T EH20HEEROHO CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: L` DATE: SHEET No. —Z OF Ir CHECKED BY: DATE: JOB No. 1//e 12 t 9 t, l¢Z It l2 2 A 7.3 S30 � '')33.< 12 w /' go?t::, 7 t F L7 E HM H C E M2 07QMC 7UNAL C ALCULQMMS CIVIL • STRUCTURAL BY: �V ` DATE: Ol SHEET No.4 —� OF �Y (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 72:7 oz e912 x, /2 x 0e10 3, evP v. 77 .��e7nvmTrleviz, ' -/ q'6 ", — l6d e /0o' '_e. s/b r.,,r-). _ ,16,c226x 6 , l�P — /6oL To�.(Js y .02 9 - /, 9'0 / —.,.4 s�- . c/., .lG Y/x i 0.3 -, 76- — Zx h%7'7 FIS 7,!V, Z 7G - Z, 7F�. 14 (��8 c 4 /,K, le 33 73 '� FUr EHOOHECSQUM 87AMMML Q%LCUL%70(3X13 CIVIL • STRUCTURAL' BY: / —� DATE: Ql SHEET NoA — ` OF A (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /2x e, ?/z 0/7x z f . Ole,< 9 _ � . l�2 A/p 2.0,,e 7(t"�z f, /�Z c%cox �'%f�� 1��2 �� 410 D.7r -sig 7-0lelrr ,/ OZ ,fin.^ �rf /66ix /Zx � = j7. 39 ALI wpm 0/0-x z 7- mow � - �� _ /• �7 -, l6/.�, (("_, ZD 'c dA:f ,8t1To I- x CIVIL • STRUCTURAL/'-`rr (530) 872-0254 FAX (530) 872-9331 BY: ��� DATE: � SHEET No. � _S OF 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 111 sl;P s A'/'- !vim a,-. P .34 ��'rt� � 0 0 o12 >e 7 240 SDG- = . 2L' t• O��.c 7 -, 3�6' `��j sl;P s A'/'- !vim a,-. P .34 ��'rt� � 0 0 FLCT EMOHEEGAOM 07RUC7UNAL C&WU AMOOSIO CIVIL • STRUCTURAL,✓1 (530) 872-0254 FAX (530) 872-9331 BY: �� DATE: � v� SHEET No. � —� OF I•C% 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 729 -- ' 'e . - BEAM DESCRIPTION: (N) BEAM @ END WALL OVERALL BEAM LENGTH (FEET)....... 16.5 DISTANCE TO LEFT SUPPORT (FT).... 0 - DISTANCE TO RIGHT SUPPORT (FT)... 0.5 (DISTANCE MEASURED FROM LEFT END) '^ � LOADINGS � LOAD DESCRIPTION: DL + LL , UNIFORM LOAD ON CENTER SPAN (PLF)............ 550 � ' POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 6.55 ' 4,450.00 ' 8.25 2,520.00 9.95 4,450.00 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = 10� 248 POUNDS ^�. ^^ 10� 248 POUNDS �. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 8.25 FEET FROM LEFT SUPPORT MOMENT('#) 0 0 0 0 -58,260 MATERIAL PROPERTIES, ELASTIC MODULUS (MEGA PSI)....... 2 ALLOWABLE BENDING STRESS (PSI)... 2900 ALLOWABLE HORIZ. SHEAR (PSI)'..'. 285 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2900 MAXIMUM ALLOWABLE SHEAR (PSI).... 285 - SECTION PROPERTIES ' BENDING STRESS (PSI)........ 2,580 SHEAR STRESS (PSI)........ 150 SHEAR Q:) 0 10,248 -10,248 0 1,260 TO -1,260 - �__� ^��/7, ~- ~/ DEFLECTIONS ~` BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS' THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION r ^` IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: � ^ DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.53 8.25 - DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 375.99 'MATERIAL PROPERTIES ___ ^- --�~ ---- /�-��/7 ~ ELASTIC MODULUS (MEGA PSI)....... 2 ALLOWABLE BENDING STRESS (PSI)... 2800 ' ALLOWABLE HORIZ. SHEAR (PSI)..... 285 ALLOWABLE OVERSTRESS (%)......... 0 � MAXIMUM ALLOWABLE STRESS (PSI)... 2800 ' MAXIMUM ALLOWABLE SHEAR (PSI).... 285 . ` SECTION PROPERTIES _ . FOR A 5.5 X 18 / BENDING STRESS (PSI)........ ...... 2' 462 ! SHEAR STRESS (PSI)........ 143 DEFLECTIONS . ^ _ . BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.50 8.25 _ DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 393.89 LOADINGS LOAD DESCRIPTION:. DL ONLY UNIFORM LOAD ON C=ENTER SPAN (PLF)4„o.„a„„„„„„ 210 POINT LOADS: DISTANCE FFROM LEFT END LOAD IN POUNDS 6.55 1,750.00 8.25 7'20.00 9.95 1 , 150. 00 i. LOAD CALCULATION REACTIONS:: LEFT SUPPORT = 3,e43 POUNDS. RIGHT SUPPORT = 3,843 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT (9 # i SHEAR Q ) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 3,843 LEFT SIDE OF RIGHT SUPPORT 0 —3,843 RIGHT SIDE OF RIGHT SUPPORT i > 0 CENTER SEAN AT 8.25 5 FEET FROM LEFT SUPPORT —21,57-D 36 > TO DEFLECTIONS -- S'L /JSL BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFLe (INCHES) POSIT. (FT) CENTER SPAN 0.21 8<25 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 944.05 —3G0 CIVIL • STRUCTURAL�L%� (530) 872-0254 FAX (530) 872-9331 BY: DATE: O/ SHEET No.—`' OF /� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 0/xq')_,06r��i 7- . /Or -x 19r� _ rw i _ -�� Det, 9? 02 Ac D217 – , c/�:�'- — 3%� J�,L e Z1 /4;�Px 1?1 F - / 42 G97;;r 30 0�txc /7/Z 3. qp f lG e ` " /0. A? !cC 4'ooPa FLU EMODMEENOM �I� CIVIL • STRUCTURAL BY: ` DATE: r D/ SHEET No. `� OF �Y (530) 872-0254 FAX (530) 872-9331 � 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. G 3'/Z33,x. r /rte A ?-Ce p s K7 3 i�- �, SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 1/2" GYPSUM BOARD W/ 5d COOLERS OR 5/8" GYPSUM BOARD W/ 6d COOLERS @ 7" o. c. SILL PLATE TO RIM JOIST OR BEAMS W/ 16d @ 12" o. c. RIM JOIST TO TOP PLATES WITH A35 ANCHORS @ 30" o. c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTE "A" BELOW. 2. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o. c. 1/2" DIA. A. BOLTS @ 54" o. c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 3. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o. c. 1/2" DIA. A. BOLTS @ 72" o. c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 10" o. c. RIM JOIST OR BLOCKINGS WITH 16d TOE NAILS @ 5 1/2" o. c. OR A35 @ 18" o. c. TO TOP PLATES BELOW. LSTA36 @ 2x EDGE STUDS TO 2x STUDS BELOW. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTE "A" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 1/2" DIA. A. BOLTS OR 3/8" DIA. HILTI KB -II ANCHORS @ 30" o. c. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & B" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 2"/12", USING SINGLE SHEET OF OSB (OR CDX), OR INSTALL 3x FRAMING MEMBERS @ ALL SHEATHING JOINTS (SPLICES). 2-5/8" DIA. HILTI KB -II ANCHORS. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS (MIN.) W/ 5/8" DIA. HILTI KB -II ANCHOR TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E & F" BELOW. NOTES: A. CONTINUE WALL SHEATHING OR SIDING DOWN TO SILL OR FOUNDATION PLATE. B. TO PROVIDE FOR ADEQUATE ANCHORAGE, INSTALL ADDITIONAL HILTI KWIK BOLT -II (KB -II) - 3/8" DIA. WITH 2 1/2" MINIMUM EMBEDMENT TO EXISTING CONCRETE FOOTING, CENTERED ON EXISTING FOUNDATION PLATE, FOR EACH MISSING 1/2" DIA. A. BOLT. C. INSTALL HILTI KWIK BOLT -II ANCHORS WITH 4" MINIMUM EMBEDMENT TO EXISTING CONCRETE FOOTING, CENTERED ON 2x FOUNDATION PLATE. D. A. BOLT (KB -II ANCHOR) WASHERS SHALL BE 2" SQ. x 3/16" THICK. E. INSTALL PHD2 WITH HILTI KWIK BOLT -II OF 7" MINIMUM EMBEDMENT TO EXISTING CONCRETE FOOTING, CENTERED ON FOUNDATION PLATE. SPECIAL INSPECTION PER SECTION 1701 OF THE UBC IS REQUIRED FOR THIS ANCHOR INSTALLATION. F. CONTINUE WALL SHEATHING UNDER FRAMING OF PERPENDICULAR WALLS. BRACED WALL SCHEDULE - "DELTA" SYMBOL ON PLANS A. 7/8" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH ATTACHED TO FRAMING W/ 11 GA. x 1 1/2" LONG AND 7/16" HEAD NAILS OR NO. 16 GA. x 7/8" LEG STAPLES @ 6" o. c. MINIMUM PANEL WIDTH OF 4'- O" OR AS NOTED ON PLANS. SEE NOTES BELOW. B. ALTERNATE BWP - 3/8" PLYWOOD CDX OR OSB WITH 8d @ 6"/12". HD2A HOLDOWN ON 2x OR PHD2 ON 2 -2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING MINIMUM PANEL WIDTH OF 2'- 8" OR AS NOTED ON PLANS. SEE NOTES BELOW. NOTES: 1. CONTINUE EXTERIOR WALL SIDING DOWN TO FOUNDATION PLATE. 2. 1/2" DIA. A. BOLTS @ 6'- 0" o. c. (2 - A. BOLTS MINIMUM). GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF UNIFORM BUILDING CODE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT AND 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 9. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO UBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT NON BEARING 2x STUDS & PLATES, 2x BLOCKINGS - D. F. STUD GRADE 6x MEMBERS - D. F. NO. 1 10. ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 11. LAMINATED VENEER LUMBER (LVL) SHALL OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. NER-472) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. NER-1 l9) OR APPROVED EQUAL. 12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 13. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF UBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 14. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 15. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 17. PREDRILL FOR NAILING INTO EXISTING WOOD MEMBERS AS APPLICABLE TO AVOID SPLITTING AND CRACKING OR USE SELF -DRILLING WOOD SCREWS OF EQUAL CAPACITIES. 18. THE ULTIMATE COMPRESSIVE STRENGTH OF CONC. SHALL BE 2000 PSI MIN. IN 28 DAYS. 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A615, GRADE 40. 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIN. 21. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. OWN ICBO Evaluation Service, Inc. ,P 9L ,y BUILDING n,, COBE O 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 '1985'ry A subsidiary corporation of theInternational Conference of Building Officials EVALUATION REPORT ER -4627 Copyright © 1998 ICBO Evaluation Service, Inc. Reissued July 1, 1998 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -II CONCRETE ANCHORS HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 1.0 SUBJECT Kwik Bolt -II and Post Nut Kwik Bolt -II Concrete Anchors. 2.0 DESCRIPTION 2.1 Kwik Bolt -II: Kwik Bolt -II (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from a car- bon or stainless steel material. The carbon steel Kwik Bolt -II stud is made from AISI 1038 or AISI 1144 materials. The wedges are made of AISI 1010 steel, except that KB -II 314 -by -12, KB -II 1 -by -6, KB -II 1 -by -9 and KB -II 1 -by -12 an- chors have AISI 304 (stainless steel) wedges. All carbon steel components are zinc -plated. Each component of the stain- less steel Kwik Bolt -ll anchor is made from either AISI 304 or AISI 316 material. The stud consists of a high-strength steel rod threaded at the upper end. The tapered mandrel has an increasing diam- eter toward the anchor base, and is enclosed by a three -sec- tion wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the predrilled hole to provide the anchor- age. Allowable tension and shear values in normal -weight concrete are shown in Tables 3 and 4 for the carbon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table 5. The anchors are illustrated in Figure 1. 2.2 Post Nut Kwik Bolt41: Post Nut Kwik Bolt -II concrete anchors consist of a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The threaded end of the stud is fabricated to accept a threaded post nut with an outside diameter equal to the nomi- nal diameter of the stud. The post nut has a countersunk - head configuration. Allowable tension and shear values for carbon and stainless anchors_ in 3,000 psi (20.7 MPa) normal - weight concrete are shown in Table 7. The anchors are illus- trated in Figure 2. 2.3 Installation: 2.3.1 Kwik Bolt -II: Holes are drilled into the concrete using carbide -tipped masonry drill bits complying with ANSI B212.15-1994. The drill bit diameter must be the same as that of the anchors. The drilled holes must exceed the depth of an- chor embedment by at least two anchor diameters, to permit overdriving of anchors and to provide a dust -free area. The anchor must be hammered into the predrilled hole until at least six threads are below the surface. The nut must be tight- ened against the washer until the torque values specified in Table 1 are attained. Minimum embedment depths, edge dis- tance and spacing requirements are set forth in Tables 1 and 2. 2.3.2 Post Nut Kwik Bolt-Ik Holes are drilled into the con- crete -using carbide -tipped masonry drill bits complying with ANSI B212.15-1994. The drill bit diameter must be the same as that of the anchors. The drilled holes must exceed the depth of anchor embedment by approximately two anchor di- ameters, to permit overdriving and to provide a dust -free area. The anchor is tapped into the hole until the post -nut head touches the material to be fastened. The post nut is then loosened by two complete turns and the anchor is again tapped until the post -nut is again in contact with fastened ma- terial. The post nut is then hand -tightened with a screwdriver. Minimum embedment depths, edge distance and spacing re- quirements are set forth in Tables 1 and 2. 2.4 Special Inspection: Where special inspection is required, compliance with Sec- tion 1701.5 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- crete compressive strength, predrilled hole dimensions, an- chor spacing, edge distances, slab thickness, anchor embed- ment and tightening torque. 2.5 Design: 2.5.1 General: Allowable shear and tension loads are as set forth in Tables 3, 4, 5 and 7. 2.5.2 Combined Loading for Kwik Bolt -II Anchors in Nor- mal -weight Concrete: Allowable loads for Kwik Bolt -II an- chors subjected to combined shear and tension loads in nor- mal -weight concrete noted in Tables 3 and 4 are determined by the following equation: (PS/Pt)5/3 + (VS / Vt)5/3 < 1 where: Ps = applied tension load. Pt = allowable tension load. Vs = applied shear load. Vt = allowable shear load. 2.6 Identification: The anchors are identified in the field by dimensional charac- teristics and packaging. The packaging label indicates the manufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See the length identification system in Table 6. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2 of 4 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated September 1997. 4.0 FINDINGS That the Kwik Bolt -II and Post Nut Kwik Bolt -II concrete anchors described in this report comply with the 1997 Uniform Building CodeTm, subject to the following conditions: 4.1 Installation dimensions and installation torques are as noted in Tables 1 and 2. 4.2 Allowable tension and shear values are as noted in Tables 3, 4, 5 and 7. ER -4627 4.6 Allowable tension and shear values for Kwik Bolt -II anchors in normal -weight concrete noted in Tables 3 and 4 may be increased 331/3 percent for short- term loading due to wind or seismic forces. Use of the Kwik Bolt -II anchor in lightweight concrete, and use of the Post Nut Kwik Bolt -II anchor in resisting wind and seismic forces, are beyond the scope of this report. 4.7 Use of the anchors in resisting vibratory or shock loads, such as those present in supports for recip- rocating engines or crane loads, is beyond the scope of this report. 4.8 Anchors are limited to nonfire-resistive construc- tion. 4.3 Calculations justifying that the applied loads com- ply with this report are submitted to the building of- 4.9 Use of the carbon steel anchors is limited to dry, in - ficial for approval: terior locations. Use of the stainless steel anchors 3/4 inch is permitted in exterior -exposure or damp environ - 4.4 Special inspection is provided as set forth in Sec- ments. tion 2.4 of this report. 1/, 5/8 4.10 Anchors are manufactured by Hilti, Inc., at 5400 4.5 Anchors are limited to installation in uncracked South 122nd East Avenue, Tulsa, Oklahoma, with concrete, which is concrete subjected to tensile quality control inspections by Underwriters Labo- stresses not exceeding 170 psi (483 kPa) as in- ratories Inc. (AA -637). duced by external loads, deformations and interior 41/2 F 6 exposures. This report is subject to re-examination in two years. TABLE 1—INSTALLATION SPECIFICATIONS SETTING DETAILS 1/4 inch 3/8 inch ANCHOR SIZE 112 inch 5/8 inch 3/4 inch 1 inch Drill bit size = anchor diameter (inches) I/4 3/8 1/, 5/8 3/4 21/, Depth of embedment (minimum/standard) (inches) 11/8 1 2 13/8 1 2F/—,--2-1 /7 31/, 23/q 4 31/4 1 43/4 41/2 F 6 Wedge clearance hole (inches) 5/16 7/16 9/16 11/16 13/16 11/8 Anchor length (min./max.) (inches) 11/q 1 41/, 21/8 7 21/4 7 31/2 1 10 41A 12 6 1 12 Thread length std./extra thread length (inches) 3/4 3 3/8 1 4 11/4 4 11/2 41/2 1,/2 41/, 21/4 41h Installation: Torque guide values, (ft. Ib.) Stainless steel Carbon steel: Min. embedment Carbon steel: Std. embedment 4 4 7 20 20 25 30 30 45 75 75 95 150 150 225 200 200 325 Min. base material thickness (inches) 81/4 41/8 3 or 1.3 x embedment depth, whichever is greater 93/4 47/8 For SI: I inch = 25.4 mm, I Ibf = 4.45 N. I Installation torques are applicable for all anchor installations unless noted otherwise in this report. TABLE 2—ANCHOR SPACING AND EDGE DISTANCE REQUIREMENTS, NORMAL -WEIGHT CONCRETE1.2,3,4,5,6,7 DESCRIPTION ANCHOR SIZE 1/4 inch 3/8 Inch 1/2 inch 5/8 inch 3/4 inch 1 inch Embedment: minimum/standard (inches) 11/8 2 15/g 21/, 21/431/2 23/4 4 31/4 43/4 41/2 6 S11 Spacing required to obtain maximum working load (inches) 21/4 4 31/4 5 41/, 7 51/, 8 61/2 91/, 9 12 Smin Minimum allowable spacing between anchors (inches) 11/8 2 15/8 21/, 21/4 31/, 23/4 4 31/4 43/4 41/, 6 M,r Edge distance required to obtain maximum working load (inches) Shear Tension 33/8 13/q 33/8 3 47/8 21/2 47/8 33/4 63/4 33/8 63/4 51/4 81/4 41/8 81/4 6 93/4 47/8 93/4 71/8 131/, 63/4 131/, 9 Mmin Minimum allowable edge distance (inches) Shear Tension 13/4 11/8 13/4 2 21/2 15/g 21/, 2,/; 33/8 21/4 33/8 31/2 41/8 23/q 41/8 4 47/8 31/4 47/8 43/4 63/4 41/2 63/4 6 For SI: 1 inch = 25.4 mm, I Ibf = 4.45 N. I Data in this table and the footnotes apply to all anchors covered in this report. '--When using ,1.1,,,in for a load that is shear, reduce the allowable load by 50 percent. 3When using Mmi„ for a load that is tension, reduce the allowable load by 20 percent. 4For S and M of anchors with actual embedments between the listed embedments, use linear interpolation. 5For S and M of anchors with embedments greater than the deepest embedment listed in this table, use the value for the deepest embedment listed. 6When using $„i,,, reduce the allowable tension load by 30 percent. TWhen using Smin, reduce the allowable shear load by 30 percent. Page 3 of 4 ER -4627 TABLE 3 -CARBON STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL -WEIGHT CONCRETE1,2 rvf aa: 1 ' -11 = _jA mm, i psi = 6.9 kPa, I Ib. = 4.45 N. 1 See Table 2 footnotes. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. TABLE 4 -STAINLESS STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL -WEIGHT CONCRETE1,2 4' = 2,000 psi 4'= 3,000 psi 4' = 4,000 psi 4' = 6,000 psi 1 ANCHOR (inch) ANCHORTension DEPTH (inches) 11/83 __F W WT Sp.Insp. ''_45 Without Sp.Insp. 120 Shear 400 With Sp.Insp. 300 Tension Without Sp.Insp. 150 Shear 400 With Sp. Ins P• 350 Tension 'Without S .Ins . D P 175 Shear 400 Tension WithWithout Sp.lnsp. Sp.lnsp. 430 215 Shear 400 1/4 2 525 265 400 550 280 400 590 295 400 625 315 400 I 33/4 625 315 1 400 625 315 400 625 315 400 625 315 400 3/g 15/83 21/2 500250 1.125 565 925 1,100 605 1,210 300 605 975 1,100 710 1,290 355 645 1,025 1,100 800 1,450 400 725 1,025 1,100 550 j 41/4 21/13 1.190 860 595 4- 1,100 1,810 1,235 960 615 480 1,100 1,840 1,285 1,065 640 530 1,100 1,840 1,450 1,625 725 815 1,100 1.840 550 - 31/2 1,750 875 1.840 2,000 1,000 1,840 2,250 1,125 1,840 2,625 1,315 1,840 550 1 6 23/13 1,950 1,425 975 710 1,840 2,875 2,165 1,685 1,080 845 1,840 2,875 2,375 1,950 1,190 975 1,840 x,875 2,625 2,500 1,315 1.250 1,840' 2,875 5/8 4 2,180 1,125 3,125 2,670 1,335 3,125 3.090 1,545 3,125 3,925 1,465 3,125 1,250 7 31/13 3,000 7850 1.500 925 3,125 3.875 3,250 2,175 1,625 1,090 3,125 3,875 3.500 x,500 1,750 1.250 3,125 3,875 3,925 3,000 1,965 1,500 3,125 3,875 3/4 43/4 2,750 1.375 4.225 3,625 1,940 4,225 4,500 2,250 4,225 5,060 2,530 4,225 2,085 j 8 417 3,750 2,930 1,875 1,465 4,225 6,625 4,625 3,650 2,315 1,825 4,225 7,125' 5,500 4,375 2,750 2,190 4,225 7,625 5,925 4,360 2,965 2,180 4,225 8.625 1 6 3,990 1,995 8,625 5,310 2,655 8,625 6.625 3,315 8,625 7,875 3,940 8,625 2,085 j 9 6,040 3,020 8,625 7,050 3,525 8,625 8,055 4,025 8,625 10,000 5,000 8,625 rvf aa: 1 ' -11 = _jA mm, i psi = 6.9 kPa, I Ib. = 4.45 N. 1 See Table 2 footnotes. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. TABLE 4 -STAINLESS STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL -WEIGHT CONCRETE1,2 For SI: I inch = 25.4 mm, I psi = 6.9 kPa, I Ib. = 4.45 N. ISee Table 2 footnotes. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. f,'= 2,000 psi. 4' = 3,000 psi k'=4,000 psi f,'= 6,000 psi 1 ANCHOR ANCHOR Tension Tension Tension Tension i DIAMETER (inch DEPTH (inches) With Sp.Insp. Without Sp.Insp. Shear With Sp.Insp. Without Sp.Insp Shear With Sp.Insp. Without Sp.Insp. With Sp.Insp. Without I 11/83 170 85 525 230 115 540 245 Shear Sp.Insp. Shear 120 550 350 175 550 j 1/4 2 425 210 550 500 250 550 500 250 550 520 260 550 - 33/4 520 260 550 520 260550 520 260 550 520 260 550 1 15/83 400 200 825 460 230 950 515 260 1,075 625 315 1,150 3/8 21/, 875 440 1,250 1,025 515 1,250 1,175 590 1,250 1,350 675 1,250 41/4 1,000 500 1,250 1,145 625 1,250 1,350 675 1,250 1,350 675 1,250 21/43 800 400 1,700 1,000 500 1,740 1,200 600 1,775 1.250 625 2,085 j 1/, 31/, 1,250 625 2,085 1,625 815 2,085 2,000 1,000 2,085 2,250 1,125 2,085 6 1,375 690 2,085 1,765 880 2,085 2,150 1,075 2,085 2,550 1,275 2,085 j 23/43 -4-T-730 1,020 510 2,625 1,250 625 2,875 1,475 735 3,125 1,800 900 3,125 5/a 865 3,125 2,220 1,110 7125 2,715 1,355 3,125 3,000 1,500 It 3,125 j 7 2,250 1,125 3,125 2.825 1,415 3,125 3,425 1,715 3,125 3,425 1,715 3.125 31/x3 1,450 725 2,700 1,825 915 3,100 2,200 1,100 3,500 2,450 1,225 4.500 3/4 43/4 2,350 1,175 4.225 2,990 .1,525 4,365 3.625. 1,815 4,500 4,375 2,190 I 4,500 j 8 2,750 1,375 4,500 3,500 1,815 4;500 4,250 2,125 4,500 4,800 2,400 4,500 ii 41/,3 2,300 1,150 5,7002,850 1,425 6,350 3.400 1,700 7,000 4,500 2,250 7,000 j 6 3.740 1,870 7,000 4,930 2,465 7,000 6,120 3,060 7,000 6,875 3,440 7,000 i 9 5.250 2,625 7,000 7,075 3,750 7.000 8.800 4 4nn -7nnn Q Qnn A Ann i For SI: I inch = 25.4 mm, I psi = 6.9 kPa, I Ib. = 4.45 N. ISee Table 2 footnotes. '-Allowable loads may be increased by 331/3 percent for short-term loading due to wind or seismic forces. 3Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. Page 4 of 4 TABLE 5—KWIK BOLT -II CARBON STEEL ALLOWABLE TENSION AND SHEAR IN LIGHTWEIGHT, EXPANDED SHALE -AGGREGATE CONCRETE1,2,3 ER -4627 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, 1 ft. -lb. = 1.3558 N • m, I psi = 6.9 kPa. IThe tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the indicated compressive strength at the time of installation. Concrete aggregate must comply with ASTM C 330-85 and ASTM C 332-83. '--Use of the anchors in resisting wind or seismic forces in lightweight concrete is beyond the scope of this report. 3Spacing and edge distances noted in Table 2 must be increased by 331/3 percent. 4These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 1701 of the code. 5These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 1701 of the code. TABLE 6—LENGTH IDENTIFICATION SYSTEM STAMP ON ANCHOR A B C 0 E F G H I J K L M N 0 P O R TENSION (Ib.) WITH TENSION (lb.) TENSION (lb.) WITH TENSION (lb.) 8 842 9 942 10 11 12 13 14 15 16 17 18 SPECIAL WITHOUT SPECIAL I SPECIAL WITHOUT SPECIAL 12 13 W IS 16 17 IR IR EMBEDMENT SHEAR (pounds) INSPECTIONS INSPECTION4 INSPECTIONS INSPECTION4 ANCHOR SIZE (inch) DEPTH (Inches) TORQUE (tt: Ib.) /c' >_ 2,000 psi f� = 2,000 psi /c' = 4,000 psi 1/4 11/8 4 400 210 105 360 180 3/8 carbon steel 2 5 400 300 15 755 380 150 190 450 625 225 310 3/8 15/8 230 21/-, 15 1,100 630 25 1,370 685 315 340 975 1,100 485 550 1/2 21/4 31/, 30 1,840 1,000 65 2,480 1,110 500 555 1,600 1,575 800 785 5/8 23/4_ 4 75 3,125 1,650 135 3,170 1,545 825 770 2,300 2,200 1,150 1,100 3/4 31/4 43/4 150 4,135 2,200 1,100 3,250 1,625 For SI: I inch = 25.4 mm, I Ibf = 4.45 N, 1 ft. -lb. = 1.3558 N • m, I psi = 6.9 kPa. IThe tabulated tension and shear values are for anchors installed in lightweight expanded shale -aggregate concrete having the indicated compressive strength at the time of installation. Concrete aggregate must comply with ASTM C 330-85 and ASTM C 332-83. '--Use of the anchors in resisting wind or seismic forces in lightweight concrete is beyond the scope of this report. 3Spacing and edge distances noted in Table 2 must be increased by 331/3 percent. 4These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 1701 of the code. 5These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 1701 of the code. TABLE 6—LENGTH IDENTIFICATION SYSTEM STAMP ON ANCHOR A B C 0 E F G H I J K L M N 0 P O R S T U V W X Y Z Length Frum 112 2 21A. 3 342 4 41/2 5 51/2 6 61/+ 7 742 8 842 9 942 10 11 12 13 14 15 16 17 18 01'anchor U2 21/2 3 31/2 4 41h 5 51/2 6 61/2 7 742 R 81/2 9 91h 10 It 12 13 W IS 16 17 IR IR (inches) (i bmPtonut Without Special Inspection4 Shear 1/4 carbon steel including 310 155 TABLE 7—POST NUT KB -II ALLOWABLE TENSION AND SHEAR VALUES (pounds), NORMAL -WEIGHT CONCRETE7,2 For SI: I inch= 25.4 mm, I Ibf = 4.45 N. IThe tabulated tension or shear values are for anchors installed in stone -aggregate concrete having the indicated compressive strength at the time of installation. -'Use of the anchors in resisting wind or seismic forces is beyond the scope of this report. 3These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 1701 of the code. 4These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 1701 of the code. KWIK BOLT II CONCRETE DFANSION ANDJOR ID—Nut H(B II COIAJTFRWC POST NUT ANCHOR Washer Reduced 01asesUr Tappered Threads Mandrel Area Thread Area r O t. Anchor Body Countersunk Belt Triple Segented Post Nut Expansion Sleeve Mandrel Triple Segmented O Expansion Sleeve Area FIGURE 1 FIGURE 2 /c' = 3,000 psi MINIMUM Tension ANCHOR DIAMETER (inches)/MATERIAL EMBEDMENT DEPTH (inches) With Special Inspectlon3 Without Special Inspection4 Shear 1/4 carbon steel 11/8 310 155 330 1/4 stainless steel 11/8 305 155 470 3/8 carbon steel 15/8 605 300 700 3/8 stainless steel 15/8 460 230 1,250 For SI: I inch= 25.4 mm, I Ibf = 4.45 N. IThe tabulated tension or shear values are for anchors installed in stone -aggregate concrete having the indicated compressive strength at the time of installation. -'Use of the anchors in resisting wind or seismic forces is beyond the scope of this report. 3These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 1701 of the code. 4These tension values are only applicable when the anchors are installed without special inspection as set forth in Section 1701 of the code. KWIK BOLT II CONCRETE DFANSION ANDJOR ID—Nut H(B II COIAJTFRWC POST NUT ANCHOR Washer Reduced 01asesUr Tappered Threads Mandrel Area Thread Area r O t. Anchor Body Countersunk Belt Triple Segented Post Nut Expansion Sleeve Mandrel Triple Segmented O Expansion Sleeve Area FIGURE 1 FIGURE 2 School District 1\ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) l vu6b-� A.P. Number ` �` ,®l1 Jurisdiction: Property Owner Property Location/Address, h•ti Building Department No. City �_ County Ki'eran + Oigne O'Leary 1 �'a43 Coifde A -c. Subdivision - Lot No. Residential Development 0 No of Living Units MobileeHHome Installation I. � t 41. Commercial/Industrial New Addition Building Department Representative . Ma8�;c� ..................................................................:............................................... 1 A. Sq. Footage Addition *Supplemental to tt (Group R) Conversion Permit # t4 t *(No foundation inspection): . - r , s.. - .•.._.-:�- • -. t .- Sq. Footage; (Including Exterior , • Roofed Areas) a/. •, Date r (Floor Plans reviewed by School District Personnel) 1 /' J Distr`o Identification No. / r / 7 ^ School District certifies that r 142-43 Couto 1 e(nc RA 1 r �.. Kiec'an�+D�c�ne O�i.j.e0. 1 (Applicant) ' v (Street Address) `-' V (PhoneNumber) M c (City)- (State) (Zip Code) has complied with the requirements of Resolution No. representing 'j square feet. :• ff School District Representative v by payment of $ / 43, Z0 AB 2926 $ FULL MITIGATION $ Date Paid by Check # /� Remarks: r 'Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days,from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency'that'this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm l For; Kieran & Diane O'Leary. 14243 Coutolenc Road Magalia CA. 95954 7308 Pentz Rd. Paradise CA. 95969 Phone (530) 872-1441 Fax (530) 872-5260 Lic.No. 639024 "A & B" Contract Proposal Date; August 28, 2001 y: The undersigned contractor proposes to furnish all necessary materials and perform all the required labor on the following described real property; 14243 Coutolenc Road k1agalia CA 95954 A.P. # 065-220-010 All labor and rna[eridls necessary to complete the following work of improvement is to be in , '_accordance with the�Plans and Specifications. The plans and specifications as referred to herein after at the time of contract origination -have not been approved by the local building department. This contract and its contents may be subject to change pending any corrections or changes enforced by the local building department. Any alteration or deviation of plans or specifications involving extra cost of material or labor to be executed upon written order of said change. All change orders are to be paid for within five, (5) working days of the signed order. Any savings incurred by any change is to be recovered by contractor unless otherwise agreed upon. All changes will incur a 10 % profit and overhead markup. Contractor assumes responsibility for the selection of arty materials not mentioned in the plans and specifications. All of the above work is to be completed in a professional and workmanlike manner according to standard practices on or before six (6) months after the commencement of work on the foundation, save and except for any delays caused by weather, availability of special order materials or any other unforseen instance over which the contractor has no control for the sum Of'. FORTY THREE THOUSAND TWO HUNDRED AND TEN DOLLARS EXACTLY .(43,210.00)-- Page 43,210.00)_Page 1 Residential Building Contract For Kieran & Diane O'Leary DISBURSEMENT SCHEDULE 1. 10% Upon acceptance of contract................................................................................. 4,321.00 2. 10% Upon completion of foundation............................................................................. 4,321.00 3. 10%Upon completion ofsub floor sheeting ............... ............... ...................................... 4,321.Q0 4. 10%Upon completion of roof sheeting...................................................................... 4,321.00 S. 10 % Upon completion of metal roof..............................................................................4,321.06 6. 10 % Upon completion of exterior lath..........................................................................4,321.00 7. 10% Upon completion of rough frame inspection..........................................................4,321.00 8. 10% Upon completion of dry wallfinish ........................................................................4,321.00 9. 10% Upon completion of interior finish wood work ...................................................... 4,321.00 10.10% Upon completion of contract..................................................................................4, 321.00 Owner agrees to accept final walk through inspection and execute full payment before occupancy. Page 2 Residential Building Contract For Kieran & Diane O'Leary CONTRACT STATEMENTS 1. Contract provides water utility hook up from existing pipe to residence. 2. Public cable service and installation in residence by others. 3. Gas line installation from tank to residence by others. 4. Plans, engineering and any additional cost for tests or any other related fee's by owner. S. Contract based on soil present at job location, importing or exporting of related materials will result in an additional charge to contract price, all landscape by owners. 6. School fee's paid by owner. 7. Temporary power by owner. 8. Course of Construction insurance to be provided by owner. CONTRACT SPECIFICATIONS Exterior; z 1. Painting includes two exterior colors, one body and'one trim, add an additional .230.00 Dollars for each additional color. 2. Roofing is Metal to match existing as close as possible. 3. Gutters not estimated in contract. 4. Windows are Alpine 7000 series, with white vinyl finish. S. Exterior finish is three coat stucco, color by owner. 6. Garage door is an Stanley 16'x 7, metal sectional roll up with opener. 7. All exterior concrete to be in addition to contract. 8. All hardware by owners, address, towell bars etc. Page 3 Residential Contract For Kieran & Diane O'Leary CONTRACT SPECIFICATIONS Interior; 1. Kitchen; a) all work related to be in addition to contract. 2. Bathrooms; a) alteration to access only, to include wall finish and paint only. 3. Laundry room; a) Cabinets are by owner. b) Counter top by owner. c) Floor finish is linoleum. $ 400.00 allotment. d) Sink is by owner. 4. Garage finish is a light spray with semi -gloss paint. 5. Rough plumbing and rough electrical only, all fixtures by owners. 6. Interior doors and trim to match existing. 7. Interior wall finish is light spray with square corners at all vertical and horizontal corners and three sides on window openings. 8. Interior paint includes two colors, one body and one trim, add $250.00 for each additional color. 9. Interior doors are raised panel masonite with finger jointed pine jambs and 21/4"MDF colonial casing: 10. Base board is 3 1/4" Victorian MDF. 11. All other interior trims to be MDF, e.g., window and apron moldings. Page 4 ' 4. .v?':d.7.7.Z7X" .. '� �77:"�T•i' J.1I„��Z � .�: -! .�1�.1.������T„���� Residential Building Contract For Kieran & Diane O'Leary Contract Exclusions L All decorative glass. 2. Satellite television. 3. All landscaping. 4. All job site clean up other than construction related. 5. Import or export of soils of any type. ACCEPTANCE Signed Owner Owner 0' Date Dear Kieran & Diane, I would like to thank you both for the opportunity to present this contract. My goal will always be to represent your best interest in all fairness. I will not consider myself to be done unless you are completely content and happy with your final product. Many things come up during a remodel, please always feel free to approach me on any item, this will help to insure your satisfaction with the completed project. Thank you t r r 1 THIS BID IS GOOD FOR 30 DAYS FROMABOVE DATE Page 5 VA-4� ebLro-4"o 0- L9 061LIT�IA_L W 065-22-0-0 GUNTH ER, Leo 0 ��BPEM 14243COUtoleric 'Rd, Magalia new sf Wood 5rD,)e- I, 0 I (J– 9 -01 3- 1,v r-,3 amh nowA L_ DN L IJ - tyzD�SS 1.VSQ1f-rA0-1- //,-e Cr Ak Lim OFFICE COPY Address —ly-24'z GAS Meter By Date lms�t ELECTRIC Meter By Date_� OFFICE C70p_y_ Addressl Yz1f,5 CbJl_&///V_c GAS Meter By ate ELECTRIC I Meter By --Date L JOB FINALED (Date) Signature v %I OK 0'= Not OK Not ApplReady MOBILE HOMES Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-F.311-C/0 Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / P L" ft. ' / /"Nat. or/ /"L"ft./ i"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex. Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/0 to Grade-HD Approval 8. Gas.and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i f OK =Not OK = foot Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date_ UND LOOK (Plans) OK except ft's V eZ 1. Zoning -Setbacks -Easements -Flood -SI pe tg., Main; Soils-Elec. Grnd.-4 Z" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Fjo4d Downs and Special Anchors Slab; Steel -Wrapped 8. Piers -F' place F .-Steel 9. V.; Fa fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas P' Size -Anchors - yard gas piping: size -test 11. Wa ipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date PLUMBING (P rmit),OK except s's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----------- 19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's _ 22. Fixture _& Transformer Clearance -Ins. Protection _ - --- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ----------- ----------------------------------- --- 24. Size Boxes & No_ of Conductors_Stapled - - 25. Romex Installed Close to Edge of Studs _& C.J. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ---- - - ---- --- - -- --- --- ----- --- ------------- -----:------------------------------------------ ------------------------------- 2� Appliance Circuts in Kitchen & Conductor Size/GFI ----------------------------------- =------------------ ----- 28. Subfeed Wire Size! ga. Cu or AI-A.C. Wire Size / ! ga. Cu or Al ---------------------------------- 29. ----------------29. Range Circ ga C or Al- ven Circ. / / ga. Cu or Al. Insulated Neutral es ❑ No ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect ------------------------------------------ 31. Equip Clearances Panels-Motors-Mech. Equip. -------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------- ----------------------------------------------------------- ------ - - 33. Smoke Detector - -- ---------------------------------------- ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------- --- ---- --------------------------------------------- ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except 4's `_�r4-'.C. Ducts Insulation & Support ----------------------------------- Vent Fan: Exhaust a-bove insulation --------------------- ----- --- - -- -------- --- 36. _Condensate Drain- - & Overflow. Size- &- Grade -------------------------------------- - --- --- --- - -- -- ----------- - 37. Furnance-Vent: Access -Comb. Air -Return -Air Vent -1-15-5 outlet- -------------------------------------- 38. Attic -Access-&- Platform if Furnance in Attic -------------------------------------------------------- Date Card B_1 Date Card B_1 ` ------------------------------ ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. ils. Proper Material & Anchors - -- --- -aI ------ --------------------------------------------------- 4 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------ - -g -llsover-Girders---Floor ailing - -- ------------------ 4 .Bearing Watts over Girders &Floor Nailing --------------------------------------- --- ---- 4 . Draft Stop in Walls (rat proof) ------------------- ----------------------------------------------- ----------------- 4 Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------- - - --- ---------------------- Headers & Beam -Size & -earing5 NO=b Date FRAMING (Continued) t -- 45/Hangers-Post Caps -Anchors -Connectors 4". Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 4t -/Fireplace Ties or Type A Flue -Fireplace Throat clearance ''48�tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions &&. -GMge Fire Protection Framing 5 vl5roperty Line Firewall & Openings E. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ _StalrS; Width -Headroom -Rise -Run -Landing -Fire Protection 54. pl , ood on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer ---.-Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights- Plastic ------------- --- 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings - /lfc7a UJ ---------- --- -------- - 60. Infiltration -Walls -Windows ---------- --- ------------------ Date L �1 _ 5._ Card B-1--��- Date Card B-1 Date 11 Car B-1 Date Card B-1 Date FIN (Plans) OK except #'s ____________ _ Steps -Door &Sidelight Protect' -La gs Smoke Detector ------------------ ----- Furnace: Vents -Clearance -Comb. Air -Connector - n Garage: Above Floor-Ducts-Mech. Protection 6-4. Bedroom_Exiting ----- ---- 6�,�1_& Bath Fixtures & Tub Access -Spa 61S Elec. Trim & Subpanel; Breaker Sizes & Labels 6 -.-Stairs &Rails _ ----------------- - Fireplace or St--- 3eaF an ces-Hearth 6W -Dec. Outlets at Wood Panel: Int. & Ext. --- i0 t.Fixt & Appliance; Grnd. r Gap -Cooking Clearance 1 Elec. Outlets & Receptacles at Kit. Counter -------------- --------- ----------------------- --- 77T'G'8vage Fire_Door: Swing -Landing -Closer -------------- 7-A-C._Duct in -Garage -Damper 7W"Ztr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection �Ib_Elec_ & Mech. Equip. Listed for Location _ 75Efec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------ 7Z-Insulation-Foam-Looked in Attic ❑ Yes 7$.-ftard Rails & Deck Construction -Post Caps ---------------------------------------- - 7.9--Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----------------------------- Stucco: Brown-Fiinishnish 3 A.C. Unit: Disconnect. Electrical, Plumbing i36. vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to /Openings - iia. Water Well: Disconnect, Electrical, Plumbing - 85.Exterior Elec. Trim: G.F.I. Receptacle -Underground - -- Ventilation Throughout House Glass Protection - - 4e., action rom Previous Inspections 8 . s Te eters Tagged: Gas -Electric - - W er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates ------ -------------------- - --------- Card B-1_& Date _ Card B-11 Date / 1 Card 8-1 �s Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 3,5965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-4249 ASSESSOR WARCEL NUMBER 065-220010 —TM3 ZONING BUILDING PERMIT OWNER TELEPHONE 891-1569 S0. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 DAYTON RD HICO 95926 1040 R 56 160 240 C 3,120 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ 59,280 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ , ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 208. 75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20, 00 Penalty $ BUILDING ADDRESS CHICO 14241 2011TOLENC RDPLUMBING Permit fee $ 661.25 PERMIT Filing Fee 15.00 Each Trap 5 .001 25.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 1 NAME PARCEL MAP 93-72 Water piping 7.00 7,00 Each qas water heater or vent 7.007 , 00 USE OF STRUCTURE SF U Duplex C-] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.005,00 Building sewer 15.0015.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK Newla Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: 1BDRM Permit Fee $ 74.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18..501 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. (DWELLING Occup.&\ OR ADDNS. 1 ACC. BLDGO / 3.6d sq.ft. 36.40 NEWCONSTR ULT LOUT LET NON•R ESI. BRANCH CIRC ITS @ 5.00 (POWER APPARATUS&) (SINGLE OUTLET CIR. CcU EX. OOUTLETS OR FIXTURES P 20 76d FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ 69.90 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury ;check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Laber Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating WALL HEATER 9.00 Cooling g Hood 6.50 6.50 Ventilation 2 4.50 9.00 Permit Fee $ 39.50 Contractor I certify that I have read Is pplication state that the above information is correct. I agree to o ly t all Coun 0 dinances and State Laws relating to building construct' , and ereby au or' a representatives of the Countyot Butte to en r n abov me n p perty for inspection purposes. I so agr e t av a ify a d harmless the County of Butte against a li bi I'tie , ju ents co is a expenses which may in any way accrue At aad ou in nseq of the granting of this per it. X Date �Z 1ka Signature of Appli o — Owner❑ Contractor EJAgentY An OSHA permit is required for excavations over 5'0" deep and demolition or construct- Ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40,00 OCC CONST TYPE TOTAL FEE $ 884.6 HAz DFEES IMP FLOOD I CDF PARCEL HD ISSUE This permit is hereby issued under the sions of the Butte Count Code and/or Work indicated above for which fees I CT OF PUBLIC B PE I • EXPIRES ate applicable provi- tion resolus to do have been paid. WORKS Date I a� =— ° Receipt No. .r p WMITE-D.P.W., YELLOW -ASSESS PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE " I BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICE'S» 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE. 3 I G-7 "i i 11£2 q2-(42 y9 OWNER PERMIT -NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need_ additional explanation, please contact this office immediately. I N e r ion/ J -r Z- 0/ 1 014 6 LF 5 lel -) T 19 Pf�kA 2 7`0 1ZfA �'/ F49P i1�lY /n/ S('C C rlO,u. Date `� - 3- 5> Inspector REV 10/92 �s_'..: _ / - I - ✓ � y y 7 rf'i..� � rJ.7..�1-.i�' 1Si-..la Y. ._� � • vi-� .4'.` ._V+- '.f `.'�. • • �. ?�'U jo COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 k_ 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE h, Guth T 14 E q y= 0,3 OWNER PERMIT NO. A routine inspection indicates that the following violations. of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Y— E �G C om f t T �— LAA/"Nf.JI" 4r— f'D,ivi 1rNct/'i - r� Date 5_ O� r1 �, Inspector Jj�,,,� A. REV 11/91 - ' " COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER - PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of -work ; is completed. If you have any questions pertaining to this matter; or need additional explanation, " pi ase contact this office immediately. alt7A A. �l�H � A' ��,� q I'll i �n/1� P S •��7 r -A'0 Js c 1'J 3 Date - ;- 6- �3 Inspector I „A tl REV 10/92 . 4 LO(ERKE �+/ / / I • /tip INSULATION 9919560 PQrmit No. (DUPLICATE:) ENERGY CERTIFICA 14243 Coutolenc, Ma.galia CA. LOCATION A.F. No. DESCRIPTION OF INSULATION ROOF Material.,__ _ Thickness(inches) EXTERIOR WALL Material FIBERGLASS -BATTS Thickness(inches) 5 " Brand Nam Ther 4l Resistance, (R Value), Brand Name MANVIUUE-SCHULLER, Thermal Resistance(R Value) Rl� F. 01 CEILING Batt or Blanket Type FIBE1RGUAS5 Q8TTSBrand Name A I' ' SQbULUEE Thickness(inchas) 12' Thermal Resistance Valus) R3_ Loose Fill Type Brand Name Minimum Thickneai(Inches)_ Numbdr of Bags Wt. per bag _Ib. Area covered(ft. ) Thermal Resistance(R Value)_�� FLOOR, ELEVATED Material Thicknasa(inches) FLOOR, SLAB Material Thicknesa(inch e8) Width(inches) FOUNDATION WALL Material Th ickness(inches) Brand Name Thermal Resistance(it Value) Brand Nam& Thermal Resistance(R Value)_ Brand,Name Thermal Resistance(R Value)________ I hereby certify that the .above insulation teas installed in the above building in conformance With the State of California EnartY Re,quiremeats. LOE:RKE INSULATION CO. INC. i F)" Nt*/OWNE" + OF INSTALL.A.TON APPLICATOR 499150 STATE CONTRACTOR'S LICENSE NO. May 107 1994 DATE I hereby, certify the above insulation and all required items as shown.on the Building Department -approved plans and attachments have been installed as required icy the State of California Energy Requirements. All equipment, devices and materials are of tile quality prescribed or are specifically approved by the State of California. . 7 PFUeRTVOlii k(/ Al STATE CON CTOR $ LICENSE NO. ATE THIS CERTIFXCATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 nr•'r...:�.'Tl.'i^ �-Y" �,-..i`'r °' �rtr'S'11i�;,-+7Y.Ni?-usi �lF�1�.{ !^Q--f•1'Z" :f�'.rtt.''+if ..:.i11 �.� ,+° M Zi . , a"�Y"-�.,.. v -t . COUNTYf OF BUTTE '' PARTMENT OFA ELIC WO - BUILDING DIVISION 7 CID TY CENTER DRIVE - OROVILLE -- IF0�NIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �i!%� (i/!/ 7 P 0444-,27- -1 1 Proposed Building Use Building Inspector Date Z 7 2:- 14 At : - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items ve been submitted. ...................................... . --- �-PdoFpta /4- s,, signed by preparer of plans. Z Z _ ! T 3. Complete plan/4 sets si'gned-by prepaEer-of_plans. ...................... plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. HazardousM R_ �itl-Porm- ... -' 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . i(a-�- 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ ......................................... . 11. Impact fees as shown on attached schedee3 .?rr....................... 12. California Department of Forestry plan approval/fees. ....................... . 3. Flood elevation letter (100 year flo y„CaJj mia Engineer. . . 14. Sanitation and plot plan approval 71 Health Department . ............ _ 15. City of Chico plumbing permit ...... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 8.ontact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .... 20. Pre -inspection for Prel,spection requestrequired. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... _0wner-Builder Verification (Given to owner , Mail to owner ). ........... IZ-14Z �4,�R corded copy of Agricultural Acknowledgement Statement . .................. Z 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ............. :........................ 32. Plan check list . ..................................................... 33. 34. When yo •s<Le the unit pr9c s as follows: MaAo ,opn�er. , Mai elephone S & and hold for pickup at /"VOT '.. / / f Other Parcel Creation _ Acreage Applicant Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted prior to permit issuance: (Circle new 1. Index permit for above items No. 2. Additional items required: not ch Contractor, designer, owner, was advised of above required data by _ phone _ mail Contractor, designer, owner, was advised of above required data by _ phone _ mail Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works eliver with inspector. Date By d above). Counter by _ Da7t' Counter b _ Date 1,t2Date/2 9-92 E.H. USI: ONLY TO: Building .Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP/# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom home. Other Hold final for: Final clearance O.K. for: NOTE: t CJ (U(2 G `�� �Zc Al %0(0- It % LAR -51 Environmental Heh Specialist Date a t 8/92 t( (:(►IIIII'Y I)1 Illffll; PITA It'll IE!fI Of•''t,r)Iu.1(, 14O11R'; IIIIII,DIN(; 111V151(►11 7 COIINI'Y (;f111'f;11 1►111vI ... ()lt(IVIITC, CALIFOIMIA y'i9(�`.i II.I.1?I'lll►rll; (')I(.) ofil''ild OIJIIER v v�/r I'Rl►I'OSED BUILDING IISI's / A.I'.D/z2, I►n'rr ____�_� _ 7 � I(EC. I)I I'E ITEC School Distrlct'Fees (bald al: D,M.rict Office) .......................... (/ 1. Sher I f f Fees (110111 at (lul.ldl.ng Depar-tmenl:) lieslderrtial__ X��� unit nult. Coumerclal(per sq.Fl.)__-_ _X_ �- sq.ft. amt. 3. Ilrban Area Fees -- — -- (pald at qul.iding Ilepartment Ileslderntlal. (per unit) _ x alrl.ts amt. Conunerical(per sq. ft. amt. Recre0tlorr District Fees (1101d at District Office) .......................... IV S. Dralnnge Illstrlct Fees ((,ontact land Development:) ...... :.................. 6. Other 7. Other ` At time of permit appl.icol:lon, 1 was 011vised the above fees Ore requtred to be pald prior to issuance of the permit. DA'I'E�Z � AI'I'I.I.CAI1'I' 'rnr,'".=+uw�'•'°K'�18�axhe`"*k."vAr'Itya,'�arT'n�;+gni•�3vrnTr+C�+wd.iTs,�!i'S'�'_ 'y...__,.?ria'�1�'"'�""y2+"'-►lr_p'r`'",°tb BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District V 1 , ' J . Building Department No. A.P. Number 47'15 '2.2 10 Jurisdiction 0 City n!T County Property Owner V A 1 �t-ATE- (,.._'T 1c—� V i,Y V -A1=.. tZ-OA / Property Location/Address Subdivison Residential Development . M No. of Living Units Lot No. Sq. Footage U 1.0 MHI Addition (Group R). Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) .D to (Floor Plans reviewed by School District Personnel) Distribt Identification No. School District certifies that O.Q (Applicant) (Street Address) .�.�,, . (Phone Number) (City) _ (State) has complied with the requirements of Resolution No. representing /0 k square feet. School District Representative Paid by Check Number Bank Number Z} Paid by Cash; Remarks: (Zip ' by payment of $ 1 Y/ 6 • vU Data If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow -(building department), Pink (school district) feeformmkf (4/92) C � C X a U j m-, a, E N iz ca c rn 0 0 cl STATE OF CALIFORNIA COUNTY OF BUTTE Od1/4/92 I Iss. I before me, THE UNDERSIGNED' personally appeared LEO A. GUNTHER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged tome that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the erson s acted, executed the instrument. p () to. OFFICIAL SEAL GLORIA JEAN WORMAN — i �. NOTARY PUBLIC - CALIFORNIA e' VITNESS my hand and official seal. ,. ��`v COUNTY OF BUTTE �`k My. Commission Expires Aug. 26,1995 0 / ®� re.�amaecs.c�aA®8>®®�>�®®®94�®0 END OF DOG FMENCrea for official notarial seal) Return to DPW AGRICULTURAL s TurENT OF ACVIOWLEDGEMM g 2 ' S 0 8 FOR RESIDENTIAL DEVELOPMENT 6 6 Section 26-8.1 _of the Butte County Code ' requires .this acknowledgement be recorded ,prior to issuance of a building permit. The property described herein is adjacent 92-050866, Rec Fee 5.00 to land or included within an area zoned I Check 5.00 for agricultural purposes, and residents Recorded I of this property may be subject to incon- OffI official Records veniences or discomfort arising from the County of I use of agricultural chemicals, including, but not limited to herbicides, pesticides, Butte I and fertilizers; and from the pursuit i Candace J. Grubbs I of agricultural operations including, Recorder I 5 -Nov -92 I PUBL XX 1 but not limited to cultivation, plowing, 11:50am spraying, pruning, and harvesting which ' occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real propertysituate in the County of Butte, State of California, described as follows: n 6 C'�� Qat /7� Io 14 e3 /t-*" 1�k J � 7 Z , Date: f`�` z_ State of ) SS. County of ) 'ZJ. On this the day of 19 before me, the undersigned Votary Public, personally appeared Personally known to me. n Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained.. IN WITNESS WHEREOF, I hereunto set'my hand and official seal. 1. Present A.P. No. 65 ZZ' %O Notary Pub '•c 1 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing .your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes. or no) 2. I (have/have not) "UL signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the followidg.person to coordinate, supervise, and provide the major work: NAme Address City Phone Contractors License No. 5. I_will provide some of the work but.I have contracted (hired) the following persons to .provide the work.indicated: Name Address Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Heal.th and Safety -Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit.. �����V/.—�+UJ51131�Ic�lht(,� P�'t2.WtliS Z2-16 BUTTE COUNTY DEPARTMENT OF HEALTH DIVIJION OF ENVIRONMENTAL HEALTH 196 MEMORIAL WAY SEWAGE DISPOSAL PERMIT 7 COUNTY CENTER DRIVE CHICO. CALIFORNIA 95926 747 ELLIOTT ROAD OROVILLE, CALIFORNIA 95965 PARADISE, CALIFORNIA 95969 Phone: 538-7281 Phone: 891-2727 Phone: 872-6308 Date Issued EXPIRES O99tYEAR F94 DATE OF ISSUANCE Permit Issued toJJ ll s "o To construct a sewage disposal system for:. Located at: rCU i 0L(—Ci 7T -M - � cpi4A SEPTIC TANK SYSTEM REQUIREMENTS Septic Tank — (Inside Measurements) Leaching Field Length: ft. Total Length: l.c . . . ft. Z.2S Width: C� . . ft. Trench width:. ?'. t inches Liquid depth: . � . . . ft. Minimum No. of lines ( . . . lZ00 Liquid capacity: .111��?gals. Rock under tile, . .6Y . inches Special conditions:���—�/f��%S Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTP: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Hee S s. Penalty Fee 8 Total Fee S Building Sewer Fee S Issued Sani arian Receipt No. S31 -278R •:Q RESIDENTIAi. PLAN•CHECKING GUIDE 8/91 DUPLEX NISC. ONLY) Bldg. Permit # <32"4 Z49 OWNER A. P. # &- S- 2 2- /0 GENERAL Plan Checker_ 4:?,K (2-9�9z Zoning requirements: (sideyards and number of permitted living units). ,Vrrnation. P ns signed by designer. Proper description of work on application. x ing violations on property. - Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -r e-c�ed notice of violation. PLOT PLAN l.__mplete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. cher buildings or structures. grading, fills, drainage.. 5.✓Flood hazard.. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN ' p ete to scale plan with dimensions. ired windows for light and ventilation (Sec. 1205). �! equired windows for second exit (Sec. 1204). kylights (Chapter 34 & Sec. 5207). 5. � roman impact glass (Sec. 5406). 661 Required room sizes, ceiling heights (Sec. 1207). 7L,-'�Is in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- ance of mechanical equipment. 9 Locations of water heater, heating and cooling equipment, other electrical or quipment. arage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" terior exit door (sec. 3304 (f). €"and wood stove location, alcoves, and clearance. . S e detectors (Sec. 1210). 1 . Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS k-'�Standard bracing or engineered design (Table 25V) Visual shape, size, or split level house requiring lateral design. 'tory requiring balloon framing and/or engineering. ory building requiring engineered calculations and plans. Foundation plan complete enough to construct building. -67, roor construction details complete enough to construct building. mations and wall construction details complete enough to construct building 8�Roof construction details complete enough to construct building. 9—F eplace construction details and calcs if necessary. lRafter ties or bearing ridge beam. lge door or porch header sizes. 12. Stud heights. 1 . Adobe soils - special foundation design. 1 Retaining walls requiring design. 1. Special Inspection required. 8/91 RESIDENTIAL PLaN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR tairway details: landings, rise and run, head clearance, handrails (Sec. 06). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). �era.:or plaster - weep screeds (Sec. 4706). 5.��-per roof pitch for roof convering (Chapter 32). 64-'1;oof covering type - (fire hazard). 1----ft-ba-m--insulation - protection. 36" halls and stairways. g area over garage - complete 1 -hour separation required on garage side incl 3 supporting walls and posts, etc. its on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 . Attic access and ventilation (Sec. 3205). oor access and ventilation (Sec. 2516). 1 mbustion air for fuel burning appliances - L.P.G. requirements. 'rements on duplexes. 1 . Ene��design. I ashing at all exterior openings. ; ponsible area requirements. , PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING JOB NO. : 0426-1 ' , DATE : 6/1990 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KS'): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARk ROAD PARADISE, CA (916) 872-0254 SHEET I" OF Al GRAVITY LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): .88 OVERALL HEIGHT OF THE WALL - H (FEET): 5.67 ~wm�r------ OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 174 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.38 MOMENT - Mw (FT -KIP): 0.63 AREA REINF. {IN^2) 'dl(IN) SIZE & SPA (IN) _________________--- ______ 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 18 - HORIZONTAL: #4 @ 131 COMBINED STRESSES @ WALL: U 0.32 < 1.0 ' - Y i Certificate of Compliance: Residential Climate Zone 11 Project Title K�^Q �4-Z�-3 et'JU 7.OL lV t; Bn"ing Pe,mitM �T 7 Project Address /o_&P Checked By/ Dam Documentation Author Telephone Enfomeawu Arena Use 0n1v BUILDING DATA jd: 123 6 North ( ) Glass East ( )� Conditioned Floor Area O Number of Stories Z Northam East At,,�, South ( ) Z� g Sl b/Raised Floor Sb Family Detached Number of .Units South West — [Single (SFD) [ j Addition -Alone THERMAL MASS Type/Covering [ l Single Family Attached (SFA) [ ] Existing Building Skylight# ' () Multi -Family (MF) [ ] Existing -Plus -Addison Total , /Z I z— BUU,DING SHELL INSULATION. Component Insulation Locatiorurommer"---------- Type R -Value (attic, to garage, tvpicel, enc.) —rdr'AL Wall . Wall.......... )—a Roof ............. _ Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Orientation Interior Exterior Overhang Framing Type (sf) (single, double) (roller blind. eta) (ahadesemm pt a...A_% . _._,�..,...,.�. North ( ) jd: 123 6 North ( ) East ( )� East South ( ) --- Sou ch ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed. We. etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Type (furnace. air -Efficiency conditioner. heat vumn) isE sFmR_wsPF1 Duct Location Duct (attic, etc.) R -Vali Manufacturer / Model # W.Q LL NONE Maximum Fumace Heating Output: Bmh A , HOT WATER SYSTEMS Tank' Manufacturer/Model # A P P R O v\�1) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) 41 aw E 0AEL 93-3302 BNC RD, MAGALIASF i i t' 4 V S COtlhlj� OF BUTTE -, DEPARTMENT 0 �OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California5965 - Telephone (9161 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER INJIM65-22-10 ZONING D13 BUILDING PERMIT OWNER MICHAEL GUNTHER-14-5-1016 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 322 NORD AVE CHICO CA 95926 CONTRACTOR'S NAME TELEPHONE OWUR CONTRACTOR'S MAILING ADDRESS Fireplace a CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 35,00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS - 24243 COI R NAG PERMIT FEE $ 55 (� PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF M Duplex ❑ Mobilehome 1:1Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w 20'00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ElOtherlD Describe Work: A717} PRT T VT STOVE M A02-42 _O PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 'OV OR LESS 200A OR LESS 23.00 Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( &ACC. BLDS. 3.50 FST0,. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification t� I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exemptunder Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS @7.50 POWER APPARATUS 1 & SINGLE OUTLET CIR. / Ex. Occup. ( OUTLET OR FIXTURES 1 BAD @ 1.0500 Ex. Occu FIXED APPWS. OR p' (OUTLETS (RESID.) EA. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordi nces and California State Laws relating to building construction, and hereb s�hori� representatives of the County of Butte to enter upon th above mentio e-dprope property -for insp coon purposes. 1 also agr o save, 'nd�ify�and 4 ha fess the County of Butte against all liabilitie'rd g nts , oAts, nd exp _se5 ich may in any way accrue against said Coun y con equ C /of`t a gran ng, this permit. X Date /✓ " �` 3 Signature oaf Applicant - ❑ Owrfer ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ SS.00 HAZ- D. FEES IMP FLOOD CDF PARCEL PD Ho ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OFF/ PUBLIC WORKS By �. "'/i/ Date t PERMIT EXPIRES ON 1' lIle (Dote) Receipt No. 148234 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVE&PMENT SER � - UILDING DIVISION 7 County Center Drive - Oroville, California,�9r5965 -Tele on (916) 538-7541 PERMIT NO. APPLICATION d�'{I1�D PERMI®�- ASSESSOR PARCEL NUMBER NKN1RRR4XN1XNXRR 65-22-10 ZONING TM3 BUILDING PERMIT OWNER MICHAEL GUNTHER TELEPHONE 345-1016 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 322 NORD AVE CHICO CA 95926 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 35.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ , Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 142 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF IN Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other] Describe Work: AA?)—PELLET BT VE TO 92_4249 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 2WA OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OR OR ADONS. ( 8, ACC. BLDS. ) 3.50 FT.BO- CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Sf� I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON -REBID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 BAL. @ 1.00 Ex. Occup. ( OUITLETS PWS.. R ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. �Ql I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Trances and California State Laws relating to building construction, and hereb th0 . e representatives of the County of Butte to enter upon thy above mentio pro rt for ins ction purposes. I also agr to s e, 'nde nify d ep ass the County of Butte against all lipbitties dg tS O S, exp ich may in any way accrue against said y ' CO .qu c this permit. X C Date AV —5—q3 Signature of plicant - ❑ Ow er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 55.00 HAZ• D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS / P BY R Date PERMIT EXPIRES ON lol lDat l Receipt No. 148234 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - Lla_partment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER iIERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and -issuing your building permit. No building permit will be issued until this verification is received. 1.- I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not)signed'an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4: I plan to provide portions of this work, but I have hired the following person to coordinate,.supervise, and provide the major work: Name - Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name. Address_. Phone Type of Work Sign Jul:ldl ac%t UL ll.y AUWUCL Date NOTE:. This Owner -Builder' -Verification is sent to. you as required by' Sections 19831: arid.:: 19832 of -the California Health and Safety Code. -This verification must be completed and returned to our office before we are per- mitted to issue the permit. _.s-..:..-.,-.r-a3.�ir'k^t.1�ti �rlMn-%:.: d'.d !�:.},.�:,.;I`.iYy v:+... ..r.;:'.. «.s?-` r �^+ e. .. _... .. ,. _• i -.r. �r., ., .yc...-:. a.: ... r ' 065-220-010 94-032B" • GUNTHER, LEE': 14243 COUTOLENC RD. MAGALIA COMPLETE WORK STARTED BP#92-4249.: t �A gS r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BIJILDING DIVISION "_ 7 County Center Drive - Oroville, Cafiforni2P5965 - Telephone (916) 538-754,1 PERMIT No. APPLICATION AND PERMIT ` /_ (IDD Z3 Z 065R PARCEL NUMBER —220-010 ZONING BUILDING PERMIT OWNER Gll mum. LSE TELEPHONE SQ, F•, OCC. BUILDING VALUATION %�j 2 • 50 OWNER'S MAILING ADDRESS 2475 DAMN RD MICO 95928 '- CONTRACTOR'S NAME �J1711 Gil TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14243 PERMIT FEE $ 74.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP 93-72 Each gas water heater or vent 15.00 USE OF STRUCTURE SF1 Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 @ TYPE OF WORK yypp New ❑ Addition El Remodel ❑ Utilities ❑ Installation ❑ Otherlix Describework: FEMIT TO CO MPL,I;TE/92-4249 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service , BOOV OR LESS , 2OOA OR LESS 23.00 Main Service 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLOS. ) SO, 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification lO I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) S SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA @ 1.0500 Ex. Occu FIXED .OR p' ( OUTLETS (RESTRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 0 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities', judgments, costs, and expenses which may in any way accrue against said County inconsequence of the granting of this permit. 1 %' � r ,,;,.._._ .. X d: jF` ' • _ Date r s / Signature of Applicant - Owner IJ Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 74.00 HAz D. FEES I IMP FLOOD CDF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS i Date / e , PERMITEXPIRESON / /F /J (Date/ Receipt No. 148297 WHITE-D.D.S.-S.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ;r 7 County Center Drive - Oroville, Ca ifo.rniaE95965 -Telephone (916) 538-754,1�1_0o-, FR , APPLICATION AND PERMIT Y�`` No. ASSESSOR PARCEL NUMBER 065-220-010 ZONING TM3 4 - BUILDING PERMIT 7,z OWNER GUNTHER, LEEH-L-1569 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2475 DAYTON RD CHICO 95928 2750 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 142 PERMIT FEE $ 74.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP 93-72 Each gas water heater or vent 15.00 USE OF STRUCTURE SF �b Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 1:1Installation ❑ Other Describework: PERMIT TO CO MPLETE/92-4249 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS I 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO - 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS 1 @7.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. / Ex. Occup. ( OUTLET OR FIXTURES l @ 1.00 BALL.. .50 Ex. Occu FIXED APPLNS. OR p (OUTLETS IRESID.1 EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Or • ces and California State Laws relating to building construction, and hereby a oriz representatives of the County of Butte to enter upon the above mentione roper for inspe purposes. I also agree t sa meve, ind ' y an eep her the County of Butte against all liabiliti JU nt co nd ens w ' may in any way accrue against said Cir In onse en the as 'n permit. X Date 7 Signature of Appli Owner Contractor 1:1 Agent An OSHA perrrlrt is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 74.00 HAZ• D. FEES IMP FJ OOD CDF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS // By Date f� PERMIT EXPIRES ON U9s, /D to Receipt No. 148297 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAR,TMENT Of.,P VELOPMENTSERVICES - BUILOI:NGDIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 / PERMIT APPLICATION DATASHEET OWNER G$.N r Ii f fZ 6:£9 " A. P. No. D�.S- 22d - a lO Proposed Building Use Qf-2.rv, f T'l\ romA F" Building Inspector GG Date / -s- Cl y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... '3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... :4. Engineered plans and calcs, 3/4 sets, with wet signature ori plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $.................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. . . �^ • 13. Flood elevation letter (100 year flood) by California Engineer .................... 14. Sanitation and, plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................... 16. Plot plan and business license approval from City of Biggs/Gridley............... 17. Planning approval for (A) Use: (B) Parking: ' 18. Contact Land Development about (A) Improvements (B) Drainage. .''............ 19. Driveway permit (construction approval required prior to occupancy). .. Pre-Inspectionrequeis 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . .......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... / 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................... ' 33. -34. �. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at offices ,Deliver with. inspector. Other 7 Parcel Creations S Acreage Applicant � 2r ((/ � Date l� ,- Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other _-'/D�te , O By The following data must be submitted prior to permit issuance: (Circle new item not checked7ab6ve)U�'C 1. Index permit for above items No. 2. Additional items required: v Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works t ,.. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. this form is not complete, as to all correction iVAn% we will not be able to aco* your re -submittal for review. There must be a ver: response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the loation wbe rc the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PIAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. 4���ran -� . k C�'�ecc QDv 13, 2�O ASSESSORS PARCEL NUMBER PERMIT NUMBER OCAS - 2 o 'O t -���►2 . br pr�� �,c�r�rV}I'� V1'1CVry�6GI IGn va'�I�v. � �� ' V/�{r•,/y, ` / nal PI,gN C RESPO E BY: ��. -r-1�u T -L -t RESPONSE BY: COMMENTS:Gil tti GL L�� „� W G�.<< W-C-�c- LOCCAATIO ON PLANS/CCALLCS:: � e.r R car C ulr`2\ e� aree,-A�' Lts s ►� o �e s o en�L orvA#r- vi o� " 4 ° IAO Kt( Wi K�aw g �r-�'cctP 4e r... .. -57 n w i11 be S&P Sep 061-M tem . -3A t�ewv w�t� ..< V. P N CHECK REM RESPONSE CATION ON PLANS/CALCS: ' p �• ��S — S--CC"d f=( icor COMMENTS: Gll l Q t7 v E r- OOf G �lt�t.� +'b b a:4 �t rte o4vLd, cA r>sef IS -Pace . No a rc �►' r`� PLAN CHECK ITEM # RESPO E BY: ��. -r-1�u T -L -t LOCATION ON PLANS/CALCS: P tct�s COMMENTS:Gil tti GL L�� „� W G�.<< W-C-�c- O � e.r PLAN CHECK ITEM 0 RESPONSE BY: Dt6 t"tow'` + LOCATION ON PLANS/CALCS: E✓�Q C CJt iO� P z. COMMENTS: LL .P•T-AecC .- PLAN CHECK ITEM p RESPONSE BY: at�o LOCATION ON PLANS/CALCS: COMMENTS: �N Cu„ C v t e94 'ErtC.IOS cc(. � e.r PLAN REVIEW RESPONSE FORM2- In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. TLem must be a w response to every item requested in our plan Correction letter. "By others" is not considered a valid response. Please indicate y. response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A4%A..) l v k Lk o Lo -op-re • , l @�` 0 K - COMMENTS: Low_'iy 1�1.�j o6r* aeR-r- : QS. to !pev` PLAN CHECK ITEM # RESPONSE BY: � ;'"• ��.P°�- LOCATION ON PLANS/CALCS: PL� � COMMENTS: COMMENTS: Low_'iy 1�1.�j o6r* aeR-r- : QS. to !pev` caearck %.,u i It re jai P- r G e s t t` OV4V a. apro V vi I/ PLAN CHECK ITEM # .lk RESPONSE BY: Pep ter LOCATION ON PLANS/CALCS: nC� l LOCATION ON PLANS/CALCS: t,-- COMMENTS: Low_'iy 1�1.�j o6r* aeR-r- : QS. to !pev` caearck %.,u i It re jai P- r G e s t t` OV4V a. apro V vi COMMENTS: C -01i CCA lc w4 , CL wei I da -,L C PLAN CHECK ITEM # r RESPONSE BY: LOCATION ON PLANS/CALCS: nC� l COMMENTS: L-e-t+-er- t` e vL (apt, 1 Q ► K h t ti P Q caearck %.,u i It re jai P- r G e s t t` OV4V a. apro V vi COMMENTS: PLAN CK ITEM # RE PONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C -01i CCA lc w4 , CL wei I da -,L e9l�E' S ' Gl "tC� ew- al t�M'l a IJ0 e(t ts4 e :• tr• PLAN REVIEW RESPONSE FORM Rd5Q— 3 In order to expedite the review of your plans, please Complete the following information and return this form with your resubmittal this form is not Complete, as to allCorrection items, we will not be able to accept your resubmittal for review. There must be a va response to every item requested in our plan Correction letter. "By others" is not considered a valid response. Please indicate y, response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN t,AfI7H REVISED AND ORIGINAI be As S PARCEL NUM KtbFUNJt rUK rLAN UMUK Lt 1 1 tK UA I tU: NuMntn PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: ,�.� LOCATION ON PLANS/CALCS: 2 - COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: r{A/� ` ado See C f 'LAN CHECK rTEM 0 RESPONSE BY: CHECK ITEM 0 IRESPONSE BY: ILOCAT COMMENTS: TABLE OF CONTENTS TOC Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address........ 14243 COUTOLENC RD. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 TABLE OF CONTENTS Report Page FORM CF -1R................. 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ............... 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address........ 14243 COUTOLENC RD. ******* Documentation Author... Climate Zone........... Compliance Method...... MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 11 MICROPAS6 v6.01 for *v6.01* ******* Building Permit # Plan Check / Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 GENERAL INFORMATION Conditioned Floor Area..... 1744 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 27.8 % of floor area Average Glazing U -factor... 0.84 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 12.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-38 R-0 R-38 0.029 Floor Wood R-19 R-0 R-19 0.037 Door None R-0, R-0 R-0 0.330 S1abEdge None R-0 R-0 F2=0.760 SlabEdge None R-0 R-0 F2=0.510 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 40.0 0.820 0.700 Standard Standard Yes Window Front (S) 6.0 0.820 0.700 Standard Standard Yes Window Front (S) 26.5 0.820 0.700 Standard Standard Yes Window Front (S) 24.0 0.820 0.700 Standard Standard Yes Window Left (W) 9.0 0.820 0.700 Standard Standard Yes Window Left (W) 20.0 0.820 0.700 Standard Standard Yes Window Back (N) •9.0 0.820 0.700 Standard Standard Yes Window Back (N) X9.0 0.820 0.700 Standard Standard Yes Window Back (N) 12.0 0.820 0.700 Standard Standard Yes Window Back (N) 26.5 0.820 0.700 Standard Standard Yes Window Back (N) 6.07 0.820 0.700 Standard Standard Yes Window Back (N) 40.0•• 0.820 0.700 Standard Standard Yes Window Back (N) 24.0. 0.820 0.700 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 Equipment Minimum Type Efficiency Furnace 0.800 AFUE ACSplit 10.00 SEER FENESTRATION Over- U- Interior Area Orientation Factor (sf) Window Right (E) 28.0 Window Right (E) 28.0 Window Right (E) 28.0 Window Right (E) 0 Window Right (E) qi�o Window Right (E) . Window Right (E) 16 Window Right (E) 6.0 Window Right (E) 0 Window Right (E) 6.0 Window Right (E) 0.5 Window Right (E) 0.5 Skylight Front (S) 8.0 Skylight Front (S)N 8.0 Skylight Front (S)r/ 8.0 Skylight Front (S) 8.0 Skylight Front (S) 8.0 Skylight Front (S) 8.0 Skylight Front (S) 8.0 Skylight Front (S) 8.0 Equipment Minimum Type Efficiency Furnace 0.800 AFUE ACSplit 10.00 SEER FENESTRATION Over- U- Interior Exterior hang/ Factor SHGC Shading Shading Fins 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.•700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.820 0.700 Standard Standard Yes 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None 0.940 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 1008 HVAC SYSTEMS Refrigerant Charge and Duct Duct Airflow Location R -value n/a Conditioned R-0 No Conditioned R-0 SPECIAL Tested Duct Leakage No No FEATURES AND MODELING ASSUMPTIONS ACCA Manual Thermostat D Type No Setback No Setback *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** -L This building incorporates non-standard Duct Location. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... KIERAN O'LEARY Company. Address. 1354 KELLER LANE PARADISE, CA 95969 Phone... (530) 877-5463 License. Signed.. ( -S-C) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed. f —o . (da e) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Pro'ect Address 14243 COUTOLENC RD ******* Documentation Author... Climate Zone........... Compliance Method...... MAGALIA, CA ROBERT A. MANGRUM Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 it MICROPAS6 v6.01 for *v6.01* ******* 2001 Standards Building Permit # Plan Check / Date Field Check/ Date by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/. Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with 'Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er �. ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or / cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic -and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated damper:. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future sclar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150,(k)2: Rooms with a shower.or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures ✓/ are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address 14243 COUTOLENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design .Proposed Compliance Design Margin Space Heating... ..... 15.97 13.76 2.21 Space'Cooling.......... 8.68 21.95 -13.27 Water Heating.......... 14.24 0.00 14.24 Total 38.89 35.71 3.18 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume (sf) (cf) 1744 22505 1744 sf Single Family Detached Existing Plus Addition Front Facing 180 deg (S) 1 2 ReducedYear Slab On Grade 1 22505 cf 1008 sf 27.8 0 of floor area 0.84 Btu/hr-sf-F 0.7 12.9 ft BUILDING ZONE INFORMATION # of Dwell Cond- Units itioned Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - Existing 1 Wall 48 0.088 13 180 90 Yes W.13.2X4.16 2 Wall 236 0.065 17.8 180 90 Yes W.19.2X6.16 3 Wall 96 0.065 17.8 180 90 No W.19.2X6.16 4 Wall 96 0.088 13 270 90 No W.13.2X4.16 5 Wall 130 0.065 17.8 270- 90 -Yes W.19.2X6.16 6.Wall (W) 230 0.065 17.8 0 90 Yes W.19.2X6.16 7 Wall 24 0.088 13 0 90 Yes W.13.2X4.16 8 Wall 261 0.065 17.8 90 90 Yes W.19.2X6.16 9 Roof 944 0.029 38 180 45 Yes R.38.2X12•.16 10 Floor 144 0.037 19 n/a 0 No FC.19.2X8.16 it Door '20 0.330 0 180 90 No None Back (N) 6.0 0.820 PERIMETER LOSSES '90 12 Window Back Length F2 Insul 0.700 Solar 90 13 Surface Back (ft) Factor R-val 0.700 Gains Location/Comments HOUSE - Existing 12 SlabEdge 100 13 SlabEdge 24 Orientation 0.760 R-0 No 0.510 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing 1 Window Front (S) 40.0 0.820 0.700 180 90 2 Window Front (S) 6.0 0.820 0.700 180 90 3 Window Front (S) 26.5 0.820 0.700 180 90 4 Window Front (S) 24.0 0.820 0.700 180 90 5 Window Left (W) 9.0 0.820 0.700 270 90 6 Window Left (W) 20.0 0.820 0.700 270 90 7 Window Back (N) 9.0 0.820 0.700 0 90 8 Window Back (N) 9.0 0.820 0.700 0 90 9 Window Back (N) 12.0 0.820 0.700 0 90 10 Window Back (N) 26.5 0.820 0.700 0 90 11 Window Back (N) 6.0 0.820 0.700 0 '90 12 Window Back (N) 40.0 0.820 0.700 0 90 13 Window Back (N) 24.0 0.820 0.700 0 90 14 Window Right (E) 28.0 0.820 0.700 90 90 15 Window Right (E) 28.0 0.820 0.700 90 90 16 Window Right (E) 28.0 0.820 0.700 90 90 17 Window Right (E) 28.0 0.820 0.700 90 90 18 Window Right (E) 6.0 0.820 0.700 90 90 19 Window Right (E) 16.0 0.820 0.700 90 90 20 Window Right (E) 16.0 0.820 0.700 90 90 21 Window Right (E) 6.0 0.820 0.700 90 90 22 Window Right (E) 6.0 0.820 0.700 90 90 23 Window Right (E) 6.0 0.820 0.700 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 24 Window Right (E) 0.5 0.820 0.700 90 90 Standard/0.76 Standard/0.68 25 Window Right (E) 0.5 0.820 0.700 90 90 Standard/0.76 Standard/0.68 26 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 27 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 28 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 29 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 30 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 31 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 32 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 33 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - Existing 1 Window 40.0 6.0 6.6 5.5 1.0 n/a -n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 6.0 1.0 5.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 6.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 5'Window 9.0 3.0 3.0 2.0 11.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 4.0 5.0 2.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 3.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 9.0 3.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 4.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a it Window 6.0 6.0 1.0 5.5 -0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 40.0 6.0 6.6 5.5 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 24.0 6.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 28.0 4.0 7.0 2.0 4.0 n/a n/a n/a n/a n -/a n/a n/a n/a 15 Window 28.0 4.0 7.0 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 28.0 4.0 7.0 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 4.0 7.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 6.0 3.5 3.5 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 16.0 4.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 6.0 3.5 3.5 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 6.0 4.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 6.0 4.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 0.5 1.0 1.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 0.5 1.0 1.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD'SUMMARY Page 10 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 System Type HOUSE Furnace ACSplit SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1008 HVAC SYSTEMS Refrigerant Tested ACOA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff 0.800 AFUE n/a Conditioned R-0 No No 1.000 10.00 SEER No Conditioned R-0 No No 1.000 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 11 HVAC Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address 14243 COUTOLENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate -Zone............ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 GENERAL INFORMATION Floor Area ................. 1744 sf Volume .. ..... ............ 22505 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ PARADISE Latitude .......... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 37215 46269 Note: The.loads shown Are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 8199 2565 Glazing Conduction ............... 16215 8513 Glazing Solar .................... n/a 21968 Infiltration ..................... 12801 3862 Internal Gain .................... n/a 1650 Ducts............................ 0 0 Sensible Load .................... 37215 38557 Latent Load ...................... n/a 7711 Minimum Total Load 37215 46269 Note: The.loads shown Are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. i TABLE OF CONTENTS ` TOC Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address ......... 14243 COUTOLENC RD. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical,_ 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS6 v6.0'1 for 2001 Standards by Enercomn_ Tne- MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING ......... ...... 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address........ 14243 COUTOLENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomn_ Tnr MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -BLEARY TITLE 24 1171 GENERAL INFORMATION Conditioned Floor Area..... 1744 sf Building Type .............. Single Family Detached Construction Type Existing Plus Addition Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 27.8 % of floor area Average Glazing U -factor... 0.84 Btu/hr-sf-F Average Glazing SHGC........ 0.7 Average Ceiling Height..... 12.9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-38 R-0 R-38 0.029 Floor Wood R-19 R-0 R-19 0.037 Door None R-0 R-0 R-0 0.330 S1abEdge None R-0 R-0 F2=0.760 S1abEdge None R-0 R70 F2=0.510 FENESTRATION Orientation Area (sf) U- Factor.SHGC Interior Shading Exterior Shading Over - hang/ Fins Window Window Front Front (S) (S) 40.0 6.0 0.820 0.700 Standard Standard Yes Window Front (S) 26.5 0.820 0.820 0.700 Standard 0.700 Standard Standard Standard Yes, Window Window. Front Left (S) (W) 24.0 9.0 0.820 0.700 Standard Standard Yes Yes Window Left (W) 20.0 0.820. 0.820 0.700 Standard 0.700 Standard Standard Standard Yes Window Window Back (N) 9.0 0.820 0.700 Standard Standard Yes Yes Window Back Back (N). (N) 9.0 12.0 0.820 0.820 0.700 Standard 0.7.00 Standard Standard Standard Yes Window Window Back (N) 26.5 0.820 0.700 Standard Standard Yes Yes Window Back Back (N) (N) 6.0 40.0 0.820 0.820 0.700 Standard 0.700 Standard Standard Standard Yes Window Back (N) 24.0 0.820 0.700 Standard Standard Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... OLEARY ADDITION Date_ ii/nr,/ni ln•r.Q•an MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 FENESTRATION This building.incorporates non-standard Duct Location. Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right (E) 28.0 0.820 0.700 Standard Standard Yes Window Right (E) 28.0 0.820 0.700 Standard Standard Yes Window Right (E) 28.0 0.820 0.700 Standard Standard Yes Window Right (E) 28.0 0.820 0.700 Standard Standard Yes Window Right (E) 6.0 0.820 0.700 Standard Standard Yes Window Right (E) 16.0 0.820 0.700 Standard Standard Yes Window Right (E) 16.0 0.820 0.700 Standard Standard Yes Window Right (E) 6.0 0.820 0.700 Standard Standard Yes Window Right (E) 6.0 0.820 0.700 Standard Standard Yes Window Right.(E) 6.0 0.820 0.700 Standard Standard Yes Window Right (E) 0.5 0.820 0.700 Standard Standard Yes Window Right (E) 0.5 0.820 0.700 Standard Standard Yes Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None Skylight Front (S) 8.0 0.940, 0.730 None None None Skylight Front (S) 8.0 0.940 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 1008 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Conditioned R-0 No No Setback ACSplit 10.00 SEER No Conditioned R-0 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building.incorporates non-standard Duct Location. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... KIERAN O'LEARY Company. Address. 1354 KELLER LANE PARADISE, CA 95969 Phone... (530) 877-5463 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed..JJ_ ,$_CV (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address 14243 COUTOLENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- ,Enforce- erz ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with 'Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project.Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF-iR User#-MP1342 User -.Paradise Mechanical Run-OLEARY TITLE 24 1171 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and / faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. ✓ *150(m): Ducts: and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B.' If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 pilot light (Exception: Non -electrical cooking appliances with pilot . < 150 Btu/hr) . LIGHTING MEASURES Design—Enforce- 15'0(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on'a readily accessible / lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recdssed ceiling fixtures / are IC (insulation cover) approved. �/ COMPUTER -METHOD SUMMARY Page 7 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address. 14243 COUTOLENC RD ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone......... 11 Compliance Met.hod...... MICROPAS6 v6.01 for 2001 Standards by Enercomo, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 MICROPAS6 ENERGY USE SUMMARY Number of Building Zones... Energy Use. Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating........... 15.97 13.76 '2.21 Space Cooling.......... 8.68 21.95 -13.27 Water Heating.......... 14.24 0.00 14.24 Total 38.89 35.71 3.18 *** Building complies 1 with Computer Performance*** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 1744 sf Single Family Detached Existing Plus Addition Front Facing 180 deg (S) 1 2 ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 22505 cf Slab -On -Grade Area......... 1008 sf Glazing Percentage......... 27.8 0 of floor area Average Glazing U -factor... 0.84 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 12.9 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) .Units itioned Type (ft) (sf) Credit HOUSE Residence 1744 22505 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:.58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Surface (sf) factor R-val Azm Tilt Gains Reference HOUSE - Existing 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6. Wall 7 Wall 8 Wall 9 Roof 10 Floor . 11 Door Surface 48 0.088 13 180 90 Yes 236 0.065 17.8 180 90 Yes 96 0.065 17.8 180 90 No 96 0.088 13 270 90 No 130 0.065 17.8 270 90 Yes 230 0.065 17.8 0 90 Yes 24 0.088 13 0 90 Yes 261 0.065 17.8 '90 90 Yes 944 0.029 38 180 45 Yes 144 0.037 19 n/a 0 No 20 0.330 0 180 90 No 0.820 0.700 0 PERIMETER LOSSES W.13.2X4.16 W.19.2X6.16 W.19.2X6.16 W.13.2X4.16 W.19.2X6.16 W.19.2X6.16 W.13.2X4.16 W.19.2X6.16 R.38.2X12.16 FC.19.2X8.16 None Location/ - Comments Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE - Existing 12 SlabEdge 100 0.760 R-0 No 13 SlabEdge 24 0.510 R-0 No Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf)*factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - Existing 1 Window Front (S) 40.0 0.820 0.700 180 90 2 Window Front (S) 6.0 0.820 0.700 180 90 3 Window Front (S) 26.5 0.820 0.700 180 90 4 Window Front (S) 24.0 0.820 0.700 180 90 5 Window Left (W) 9.0 0.820 0.700 270 90 6 Window Left (W) 20.0 0.820 0.700 270 90 7 Window Back (N) 9.0 0.820 0.700 0 90 8 Window Back (N) 9.0 0.820 0.700 0 90 9 Window Back (N) 12.0 0.820 0.700 0 90 10 Window Back (N) 26.5 0.820 0.700 0 90 11 Window Back (N) 6.0 0.820 0.700 0 90 12 Window Back (N) 40.0 0.820 0.700 0 90 13 Window Back (N) 24.0 0.820 0.700 0 90 14 Window Right (E) 28.0 0.820 0.700 90 90 15 Window Right (E) 28.0 0.820 0.700 90 90 16 Window Right (E) 28.0 0.820 0.700 90 90 17 Window Right (E) 28.0 0.820 0.700 90 90 18 Window Right (E) 6.0 0.820 0.700 90 90 19 Window Right (E) 16.0 0.820 0.700 90 90 20 Window Right (E) 16.0 0.820 0.700 90 90 21 Window Right (E) 6.0 0.820 0.700 90 90 22 Window Right (E) 6.0 0.820 0.700 90 90 23 Window Right (E) 6.0 0.820 0.700 90 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 FENESTRATION SURFACES Orientation Area (sf) U- Act factor SHGC Azm Tilt Exterior Type/SHGC Shade Interior Type/SHGC Shade 24 Window Right (E) 0.5 0.820 0.700 90 90 Standard/0.76 Standard/0.6.8 25 Window Right (E) 0.5 0.820 0.700 90 90. Standard/0.76 Standard/0.68 26 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 27 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 28 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 29 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 30 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 31 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 32 Skylight Front (S) 8.0 0.940'0.730 180 45 None/1 None/1 33 Skylight Front (S) 8.0 0.940 0.730 180 45 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth.Hght Ext Dpth Hght HOUSE - Existing 1 Window 40.0 6.0 6.6 5.5 1.0 n/a -n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 6.0 1.0 5.5 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 6.0 4.0 2.0 3.0 n/a 'n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 3.0 3.0 2.0 11.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 4.0 5.0 2.0 5.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 3.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 9.0 3.0 3.0 2.0 3.0 n/a n,/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 4.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a it Window 6..0 6.0 1.0 5.5 '0.0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 40.0 6.0 6.6 5.5 1.0 n/'a n/a n/a n/a n/a n/a n/a n/a 13 Window 24.0 6.0 4.0 2.0 6.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 28.0 4.0 7.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 28.0 4.0 7.0 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 28.0 4.0 7.0 2.0 9.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 4.0 7.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 6.0 3.5 3.5 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 16.0 4.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 16.0 4.0 4.0 2.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 6.0 3.5 3.5 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 6.0 4.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 6.0 4.0 2.0 2.0 ' 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 0.5 1.0 1.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 0.5 1.0 1.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 10 - C -2R Prosect Title. _ _ _ _ _ _ _ _ _ MRARY Ann TTTnM Tint— 9 9 1 n C /A-1 , n _ rn _ n n MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-OLEARY TITLE 24 1171 SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1008 HVAC SYSTEMS Refrigerant System Minimum Charge and Type Efficiency Airflow HOUSE Furnace ACSplit Duct Location Tested ACCA Duct Duct Manual Duct R -value Leakage D Eff 0.800 AFUE 'n/a Conditioned R-0 No 10.00 SEER No Conditioned R-0 No SPECIAL FEATURES AND MODELING ASSUMPTIONS No 1.000 No 1.000 *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R 'installation certificate. *** This building incorporates non-standard Duct Location. HVAC SIZING Page 11 HVAC Project Title.......... OLEARY ADDITION Date..11/05/01 10:58:40 Project Address........ 14243 COUTOLENC RD. ******* MAGALIA, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-OLEARY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-OLEAR.Y TITLE 24 1171 GENERAL INFORMATION Floor Area .................. 1744 sf Volume..:--:-.---, 22505 cf n Front Orientatio.......... Front Facing 180 deg (S) Sizing Location............ PARADISE Latitude. 39.8 degrees Winter Outside Design...... 30 F Winter Inside'Design ....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Minimum Total Load 37215 46269 Note: The -loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 8199 2565 Glazing Conduction............... 16215 8513 Glazing Solar .................... n/a 21968 Infiltration .............. I....... 12801 3862 Internal Gain .................... n/a 1650 Ducts............................ 0 0 Sensible Load.................... 37215 38557 Latent Load ...................... n/a 7711 Minimum Total Load 37215 46269 Note: The -loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety marlin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. 065-220-010 02-1199 O'LEARY, KIERAN & DIANE 14243 COUTOLENC RD., MAGALIA, CONT: WOOD HEAT & SPA WOODSTOVE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT 02-1199 ASSESSOR PARCEL NUMBER 065-220-010 ZONING BUILDING PERMIT OWNER TELEPHONE 877-5463 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace "N' 1 500.00 LENDERS MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRE$4243 COUPOLENC RD. MAGALIA CA 95954 1 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: `WD SIM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License lrass Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I,. -as owner of the property, am exclusively contracting with licensed contractors to construct the project. \',❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINOCCUP. OR ADDNS. ( d ACC. BLOS. so 3.5¢FT, T. NON-RESIp. RANCHO UTfTS 97,50 OWER APPARATUS 8 PSINGLE .0IR. Ex. Occup. OUTLET OR FD(TURES 20 BAL p'. 0 Ex. Occup. o UttEis RES D.FIPPLNSOEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number t • (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.), I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r " X r"j _ L. ! { r Date - ' �' �' _ Signature of Applica Owner ❑ Contractor ❑ Agent An OSHA permit is req r or excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 55.00 HAZ. p, FEES IMP PLooD CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which tees have been paid. By ;�, i, Date PERMIT EXPIRES ON Date Receipt No. !J W WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . NOTES • f� RESIDENTIAL 065-220-010 ' 0.1--2082 O'LEARY ` 14243 COUTOLENC RD. MAGALIA CONT: MATT THOMPSON ADDITION SF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) %0140 Z_ Signature b �� i k ° a, _ 1 S 4 ..I jt 4� t` t �I. r C t i RESIDENTIAL 065-220-010 ' 0.1--2082 O'LEARY ` 14243 COUTOLENC RD. MAGALIA CONT: MATT THOMPSON ADDITION SF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) %0140 Z_ Signature b �� d = OK 0 = .Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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-Vah-e-Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'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- Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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 in Conduit • 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable RESIDENTIAL (Single & Duplex) Not Ready Date Linderfloor (Plans) OK except #'s / -2 U04- Wig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth V'ffg-Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth emyalls. Main; Steel- Blockouts-Wrapped iz ices & No. of Conductors Stapled om�gx Installed Close to Edge of Studs & C.J. qu'p. Ground made up w/Mech Fasteners -Bond Gas &Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral D Yes ❑ No 3 ervice-Riser Conductors & Ground Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 3 Clo es Closet Light -Shower Light -Spa Light moke Detector Date 6a. Hold Downs and Special Anchors Card B-1 Date Card B-1 7. Slab, Steel -Wrapped 8. Pier •Fireplace Ftg.-Steel ent Fan, Exhaust above insulation W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test a9. Attic Access & Platform if Furnace in Attic 11. Water Pipe; Test- Anchors- Reg ulator•Service Test 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. Date 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 4>,logillsy,roper Materials & Anchors 15. Access & Ventilation 16. Insulation raft op in Walls (rat proof) Date ire ops, Furred Ceilings -Stairs -Chasers -Tubs Date eaders & Beams -Size & Bearing Card B-1 Date Card B•1 Date Card B-1 Date Card B-1 Date 6 moke Detector KLJMBING (Permit) OK except #'s 5. Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection ter Htr.; Vent -Access -Combustion Air Baffle 67/ .F.I. & Bath Fixtures &"Tub Access -Spa Pipe; Test & Anchor -Nail Protection 601"Elec. Trim & Subpanel, Breaker Sizes & Labels D ; Test Fittings & Anchor -Nail Protection 22 hower Pan; Test, First Floor -Tub Access 74. Elec. Outlets at Wood Panel, Int. & Ext. 21. Test Tub & Shower, Second Floor -Tub Access 7.3' Elec. Outlets & Receptacles at Kit. Counter as Pipe; Sixe & Anchors Garage Fire Door; Swing -Landing -Closure 7 C. Duct in Garage -Damper Date 178-WAr.Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 7,9_,othsulation- Foam- Looked in Attic E TRICAL (Permit) OK except #'s 180--T`uard Rails & Deck Construction -Post Caps Fixtu Transformer Clearance -Ins. Protection Clearance Looked under Floor ❑ Yes lec.-neceotacles SDacina-Liohts & Switches at Doors iz ices & No. of Conductors Stapled om�gx Installed Close to Edge of Studs & C.J. qu'p. Ground made up w/Mech Fasteners -Bond Gas &Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral D Yes ❑ No 3 ervice-Riser Conductors & Ground Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 3 Clo es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5 Ducts Insulation & Support ent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet a9. Attic Access & Platform if Furnace in Attic ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date F5" ING (Permit) OK except #'s 4>,logillsy,roper Materials & Anchors all uds-Nailing Spacing & Braces -Plates -Sound 4 . ear' alts over Girders & Floor Nailing raft op in Walls (rat proof) Date ire ops, Furred Ceilings -Stairs -Chasers -Tubs _ Date eaders & Beams -Size & Bearing Date FRAMING (Continued) ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 48: ire�lace Ties or Type A Flue -Fireplace Throat Clearance 4 tti Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing ro Line Firewall & Openings xt. ors -One 3' -Check Garage 3rd Story, 2 Exits Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 69. Shear Walls; Nailing -Bolts 60. Br a Interior/Exterior Wall Panels ns lation-Walls-Ceilings Infiltration -Walls -Windows Date e Z Card B-1,tro Date Card B-1 _ Date Card B -1 -Date Card B-1 Date FINAL (Plans) OK except #'s 6 Ext Steps -Door & Sidelight Protection -Landings 6 moke Detector 5. Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection 6 Bedroom Exiting 67/ .F.I. & Bath Fixtures &"Tub Access -Spa 601"Elec. Trim & Subpanel, Breaker Sizes & Labels -I5g-3iairs & Rails 70. Fireplace or Stove, Clearance -Hearth 74. Elec. Outlets at Wood Panel, Int. & Ext. 72' Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7.3' Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 7 C. Duct in Garage -Damper 178-WAr.Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7VPIb., Elec. & Mech. Equip. Listed for Location 7g/Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7,9_,othsulation- Foam- Looked in Attic 180--T`uard Rails & Deck Construction -Post Caps ,$d-'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 12'Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No ^89. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings AC ater Well Disconnect, Electrical, Plumbing 87, Exterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House 9. Glas rotection 9p -"C rections from Previous Inspections '3: 1 as Test -Meters Tagged, Gas -Electric 1. 92!V�ater & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94"Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: wto d s X - If . r ��-s`Y. � :•'+':-: s-.r�. ::�Y: -;dam '.,'L'���.'cu P'^ d%.a�.°;'•:'?�...,•••-t'.•ntg }�, -��. ..- -' .. � e .::�•; .*,•_ �, J•L .. ?%.%�',�;.,•. •. .4`'�RT,PtiTF-:�'..='-' •_.;..d--.S�ulry is. �`.�f`✓.,•.e�:�. _ • _ .... "..,_ .?. t.t:t'I,M4'uGl.�v`. :.. .. .. ,... _ ... ...z+-+�+r..._ .,:..:.rR .i'•:• .ury, ..;..: is ::�. ":`.. •. r!'^4�' � � � -1.'„ :.+„ �1Mt;S f<.L`ri�'.'s!`C -. <i -.J ... 's _; ^;; ,.. .P`.,•. ,•9R .sfi:-,s+�, '� ':?qtr �. , ,.{-_'s� "r wkt .w Z 7 78N i APPROVED -.. - Butte County \ / Environmental Health 1 Date • sirat 60 k jnat� re <,Ia A Ch 11� :... is vironmental Health N O V 1.6 2001 + P Chic b O, �:A G \ ;Lk : Ari',+;= masa o ORpedrb �, 01 MW - � ?d Certificate of Compliance: Residential Climate Zone 11 6 u KJ -r M Sp, ' Project Title 42 •42 Project Address COUT'Or!� aeN G ' BuQ IL Permit l 2- g — 9 fi Checked By J Date Documentation Author Telephone Enforcement Agency Use Only BUILDING DATA Conditioned Floor Area /_WO — Slab/Raised Floor S1,S_ Single Family Detached (SFD) ] Single Family Attached (SFA) Multi -Family (] (MF) Number of Stories Z - Number of :Units [ ] Addition Alone [ ]Existing Building [ ] Existing -Plus -Addition North East South West Skylight Total Glass Area % Glass 9 .0 ,9 4,'7 2 r 3 r 's � —1,,s -. BUII,DING SHELL INSULATI N, Component Insulation Location/Comments Type R -Value (atttiie..to Sarage. Dmi: al, etc.) • wall .............. - rg Po/vT 1vrA L, wall... Roof ............. R�3g -f " 1 7 Roof ............. _ Floor ............. Floor............ Slab Edge..... GLAZING Shading Devices Glaring Area Glass Type interior Exterior Overhang Framing Type Orientation (SO (single. double) (yoller blind. etc.) (shedeacreem etc.) (ye*%O) (metauwood) North M-r•L North ( ) East East ( ) South SOU Lh ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering ' I Area Thickness (slab/exposed, tile. etc.) (sf) (inches) Locition%DCScription (kitchen, bath. etc.) 7. HVAC SYSTEMS Minimum Type (furnace, air. Efficiency conditioner, heat pump) (SF, SEER.HSPF) WA" 77- Duct Location Duct Output Manufacturer / Model # (attic, etc.) R -Value - (Btuh) (or annroved equal) WILDING DPARTMENI Maximum Furnace Heating Output: — Btuh APPROVLU HOT WATER SYSTEMS Tank Manufacturer/Model # 529. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain Utrse attcantres regardless of the abrttPliattce approach used. Items marked with an asterisk (•) may be Arpe sealed by more stringent compliance requuemmts listed on Ute Certificate of Compliance. When this checklist is incorporated into the Permit documents• the features noted shall be considered by all parties as binding minimum component performance specifications for the mardatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION -DESIGNER ENFORCEMENT Building Envelope Measures • 12.5352(a): Minimum ceiling insulation R-19 weighted average. 62.5352(b): Loose fill insulation manuracturei s labeled R -Value. • §2-5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does t apply to exterita or mass walls). - §2-5352(1): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 permluch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. 02.5352((): Vapor barriers mandatory in Climate Tortes 14 and 16 only. §2.5317: Infil[ration/Esfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed 12.5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach cak Mations. 62-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. ' §.2-5316(x): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment• water heaters, showerheads and fauces certified by the CEC. §2.5352(1): Water heater insulation blanker (R-12 or greater) or combined intedor/emerior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 62.5312(Exception 1): Pipe insulation on steam and steam condensate return k recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. Or4off switch on heater. b. Weatherproof instruction plate on heater: C. Plumbed to allow, for solar. .2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12.53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 62-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(x): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COP"L1ANCE STATEMENT This certificate of compliance lists tin. Wdigg fatUnU and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. M*. r2. Subchapter4. Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purdfaser of the building. " Designer Name: Till JFle inn Address: .i (signature) (date) + Documentation Author Name. r1dcJFWn: Address: Building Owner Name: Enforcement Agency Name: Agency: Telephone: 1. Ceiling Insulation 2. Wal[ Insulation Single- Number of stories Number of stories R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wal[ Insulation 3. Raised Floor Insulation Insulation in Flour Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 -46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Flour Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation -39 -24 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 -1 Number of stories -1 R -value One Two Three R-0 -11 •7 5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -39 -24 -10 Number of Stories 40 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Inriltration (Air leakage) Specification P0016. • r Standard . " 0 .6. Glass Heat Loss -14 -12 48 -6.9 -42 -59 -64 -55 Total %Glass North Fast South West U -value 18 (Percent 4 1 .51 to Al to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 ,-8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 3 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 13 9 12 15 19 11 -6 -"7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effective Percent class (pery ent Elan x SC) Effective -14 -12 48 -6.9 -42 -59 -64 -55 na na %Glass North Fast South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2' 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 3 1 3 3 0 1 2 1 3 4 5 1.5 �-1 1 1 -1 1 5 5 2.0 0 T -2 -4 -2 0 na = not allowed 2.5 0 3 lB. Shading (Shade Closed) Effective Pel c t class 6wrceYt oust x SC) %%Ghu Nwb East South West Slgright 18 16 -14 -12 48 -6.9 -42 -59 -64 -55 na na 14 12 -10 -8 -35 -50 -29 -40 -46 -37 na na 11 10 -7 -6 -26 -36 •23 31 -33 -29 na -74 9 8 -5 -5 -20 -27 -17 -23 -25 -21.. -65 -56 7 6 -4 -3 -14 -19 -11 -15 -18 -14 -47 -38 5 4 -2 -1 -9 -11 -6 -8 -10 -7 -30 -23 3 1 0 1'' 4 -5 4---1,- -4 -16 0 2 3 4 3 0 no • not albwed 1 0.5 -6 9. Interior Thermal Mass Exterior Single- Interior 16 or Slab Floor Raised F19or Mass Multi Stories Detached ''' Stories 0.00 /CFA One Two Three One Two Three 0.0 -8 4 -4 -2 -1 -1 0.1 -8 5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - 16 or Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst -m SEER (amme{ ducts In attic) Stn of 7-10 -25 or -24 to r11410 -410 Sum of 14 16 or SEER less -15 l .6 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 _20 18 - 15__ 13 11 8 12 9 Effective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to d to +6 to 16 or SE HSPF less -15 -5 +5 +15 ore 0.30 2.75 -73 -64 -56 -47 -38-30 +15 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 .4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 15 7 0.80 7.33 25 22 19 16 3 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst -m SEER (amme{ ducts In attic) Stn of 7-10 Interior MasslCFA \ rT•6.2 K%S -25 or -24 to r11410 -410 +6 to 16 or SEER less -15 l .6 +5 +15 more 8.0 -14 -12 -10- -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 . 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 ' 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17.1 14 12 9 6 t1 Ettettive SEER (SEER xduct efficiency) 5% 10% 15% Slats of 7-10 25% 30% Effective -25 or -24 b -1141c -410 46b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 -4 •3 •2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 j i 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 0.8 Zonal Control Adjustment 1.2 1.4 1.6 10 8 716 4 3 20 No Cooling Installed 15 --Stories 3.9 4.1 4.3 4.5 4.8 One -5 -4 -3 -2 -2 Two + 3 3 ..2 1.4 2 1 Single -Family Iletached and Attached f 24 26 Unit Size iso 3 Water 3.5 ;i99 1201' '1700 2200 2700 Heater Credit or J to to ' to : or Type Type less 1699 2199 2699 more 1.5 SGNone 1A 0 0 0. 0 0 3 or Solar 12 '' 8 6 5 4 4.5 HP -HWR 4.9 8 5 4 3 3 5.9 .50% WSB 5 3 3 2 2 1.9 21 POU 8- 5 _ 4_ _ -3 •3 3.4 SE None 37 -24 -18 -15 -12 4.8 5.1 Solar -1 -1 -1 0 0 55% 0.9 HWR -18 -12 -9 -7 -6 i WSB. -25 -16 -12 -10' -8 y POU -18 _12 -9 -7 -6 IG None "-5 -3 -2 -2 -2 ! Solar 7_ 5 -4 3 2 1.7 POU .3- 2 1 1 1 j IE None -28 -19 -14 -11 -9 4.2 Solar 8 5 4 3 3 SA POU -10 -6 -5 -4 -3 1.1 Mutts-FamQy (Individual units) 1.7 to 2.2 [61p700 2.6 2.8 Water 3.2 699 700 1200 3.8 2200 Heater Credit or to 10 to or Type Type less 1199 1699 2109 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 5 WSB 9 4 3 2 2 6.2 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 3.2 Solar 2 1 1 0 0 4.4 HWR --23 -12 -8 3 '-5 1 WSB -25 -13 -8 =6 -5 --EQU - -12 -8 2 -5 IG None -8 -4 -3 _3 2 -2 3.7 Solar 6 3 2 1 1 _ POU 1 0 0_ 0 0 IE None -30 -15 -10 -8 -C- 1.9 Solar ' ie 9 6 4 4 3.1 POU -8 -4 -3 -2 -2 Interior MasslCFA \ rT•6.2 K%S Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Y i Shading (Shade Open) AREA _ g a. North b. East AREA c. South Inlerio ass/CFA d. West e. Skylight 8. Shading (Shade Closed) AREA $ RE 11:T.UIM14.21 . t TYPE- i MASS (UtMC a 4.2, to: exposed slab) (carpeted slab) - - 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 60. 70% 75% 80% 85% 00% 05% IMY. 105% 110% 115% 120% 125ai OY. 0 0.2 0.4 0.6 0.8 1.1 1.9 1.5 1.7 1.9 21 2.3 2.5 2.7 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2, 1.4 1.6 1.9 21 2.3 2.5 2.7 2.9 11 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 20 3.1 13 15 17 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 40% 0.7 0.9 1.1 1.3 1.5 1.7 1A 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 .50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.6 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 19 3.1 3.3 3.5 3.8 4 4.2 4A 4.6 4.8 5 5.2 SA 5.6 5.9 6.1 63 i 65% 1.1 1.3 1.5 1.7 to 2.2 2A 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 2.1 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.8 4.8 5.1 5.3 5.5 5.7 S.9 6.1 6.3 6.5 MY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 05%1A 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 6S 67 90%- 1.5 1.7 2 2.2 2.4 16 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 22 3.1 3.3 3.5 3.7 34 4.1 4.3 4.6 4.8 5 5.2 5A 5.6 5.8 6 6.2 6.4 6.7 6.9 t00Y. 1.7 1.9 21 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.6 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 23 U 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 -6.6 6.8 77.2 � 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 SA 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 M% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 .2 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation 5 % or R -value 1381 U -value [0.030] 2. Wall Insulation / 9 or R -value I11) U -value [0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) AREA _ g a. North b. East AREA c. South Inlerio ass/CFA d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y/ N ) 1'12. Cooling System Zonal Control? ( Y IN ) 13. Water Heating or R -value [ 191 U -value [0.037] or R -value [0] F2 factor [0.77] Standard Zt� f%g Type [double] U -value [0.65] 96T<G,16] Point Scores O % Glass 3 SC Eff. % Glass �Z' X t 7Z is tt% X Exterior Wall Mass N D. L R A A SE or HS F Duct Efficiency [0.78] Effective SE or 10.72/6.6 1 Y� HSPF [0.56/5.15] t SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] Type ISG] Credit Inane] A,/ Sum 1.6 i✓ I T 4444 I d0' Sum7-10 -- � 0 I� Point Total. Zf3 X X = t TYPE 1 MASS AREA _ g COND. FLOOR AREA Inlerio ass/CFA TYPE 2 MASS AREA $ RE Exterior Wall Mass N D. L R A A SE or HS F Duct Efficiency [0.78] Effective SE or 10.72/6.6 1 Y� HSPF [0.56/5.15] t SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] Type ISG] Credit Inane] A,/ Sum 1.6 i✓ I T 4444 I d0' Sum7-10 -- � 0 I� Point Total. Y 67.0" I?'.0" JOB AUC IPTION: 2ZWYADD/TION TO EXSIS' l T NG e-6" 7.611 DWELLI 71?1.6" NG (I2 X24) �1 31, 6 XJ MOR. t _ -, $0� �� O . SO"IO,A9 , � O f TOPPL. SPLICES ,, t W / 6 . J6 i EA. 0 1 STORYGARAGE (24' X 24' SIDE •�• ; ,---------.-- - - (r_ 6• I k,8066 I O •" : ----(?X6J I`•., I GENERAL STRUCTURAL NOTES 4 /C/NGS 9'.6" - - _ 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS 'OF PL �► J' CE - - - ANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOS SITE PRIOR TO STARTING OF CONSTRUCTIO L,'06ARD /N • Co 4 .0 G l+' ` -4 cavoq% ??0 v SO" I 4 X J HEADER \ ' l A / (216) i ` i EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE MOTIF ED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. I I 2. DETAILS OF, CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE iI I ( I AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY •� WITH THE PERTINENT SECTIONS OF Q THE "CONSTRUCTION SAFETY ORDERS ISSUED BY THE STATE OF CALIFORNIA AND AL REQUIREMENTS, AS THEY APPLY L OSHA TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER $ I DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH o! % (N) NEAMPER I THESE REQUIREMENTS. 4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATE APPLICABLE EDITION OF UNIFORM BUILDING CODE. ST '1 S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION41. OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION.L4 q 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE -` OF THE DESIGN 6 Xl? ' o I ENGINEER, VERIFYING `ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND 5 l JEAM $ I AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. <[ I / TYPEX GYfp.�D. SN1'G f,.' � ` - _ ON WACLS:Cf/UN6,.i'AND ,, - --- CUT TO ,, ; < ; / PANTRY r 4"-0" h I 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BE ", ( JEAMOFSNOP, MALLANOVE � 111/4 � � � 5�� . O BEARING PRESSURE OF 1500 PSF tEAM GABA DEPTH k y ) I I I I (N SOILS REPORT). { @ GE \ L ALL FOUNDATIONS SHALL DEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE i I I I I I MADE BY STEPS OF 12",MAX. HEIGHT" '--� AND 36 MIN. WIDTH. CONTINUITY OF FOOTING I I REINFORCING -SHALL BE MAINTAINED. . ;, • o � . � OPEN I I -=-i L._.J t^ •. I 9. ALL SAWN STRUCTURAL MEMBERS v, OPEN-•-••• _ • ••-•-•-.�. CS/d AND THEIR FASTENING SHALL CONFORM TO UBC AND ' SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: q CE/UN6S I /, `i I INSTALL,3�Y-G�STRAP X 60"LOf�G OVER (E ISE. (� o ti • (( 6 I? 2x J 4x MEMBERS ` { '• b (, l I ) X ItMf 4X6 J&M(p (N) SW. D. F. NO. 2 EXCEPT A ! 1-112`61p. SRO. '� w� r NON BEARING 2x STUDS x PLATES, 2x BLOCKINGS `^ T (� `V i I USI• SNTG E. N. TO �LXS - D. F. STUD GRADE •` I �"� .;l WN �. I_.. ! 6x MEMBERS 10. A D. F. NO. 1 i _ _ _ _ _ _ _ I ALL GLULAMS SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL GL ` ► _ _ _ �- - ( � (N) SMEAR WALL W/ 3/1 " 047. OR PLYCOX LIED M n I � _ - -- -' '- '- '- - - '� ! --•-- -- LAMINATED _TIMBER AITC 117-93 AND SHALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS T I I 2 X 6 RAFTERS 24" I (UNDER STUCCO) d[ @ 6"/J?" NA/L'G SHALL HAVE A STANDARD CAMBER OF 2000 RADIUS, U.N.O. ON PLANS. T - i 6 XJ 4'10 R i0I0 O.C.ATOP (E 11. LAMINATED VENEER Q(� ( ) ER LUMBER (LVL) SHALL OF GRADE 2 -OE STRUCLAM SL AS MANUFACTURED`� ? X 6 FLOOR 160GER TO (f) i 3 \ FULL I - _ - I / R/M l R . I ROOFSXITG -_�' --- (N) ? X 6 SNEAK PANEL BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT ( ) JO ST 0 JLk'GSW/16 a ��.�._. • W/OTM NO. NER NO. OR 2.OE PARALLAM (PSL) AS ( t ` i I MANUFACTURED BY TRUS JOIST MacMILLAN (ICED REPORT NO. NER-119 OR APPROVED v • - - - - II -- 2-4, 6 STUDS ) ED EQUAL. �-•J"O.C. STAGG'0�?X4 �._��_ O I I = ------ _ L'= _ =s12. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE D PRESSURE TREATED HEM FIR OR FO SHALL BE 1 b I CF/UNG CEDGER W1 16W @ l6".... `� , 2~ \ � i �` • FOUNDATION GRADE REDWOOD. M PROP&tfD ADDITION EXSISTING DWELUNG - --------y `� {-- ----? I N 13. PLYWOOD SHEATHING SHALL CONFORM , Q TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB v, -�= - - - -- - ��---4XJDF. HEADER SHEATHING TO APA U.S. PRODUCT STANDARD C ` W PS 2-92. SHEATHING SHALL BE PLACED WITH `' v --- - - - - - - - - - .` ._...•� � �-,IX4POSTW/CJS44ANC OR \ o I FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH T I - - - - � - DIAGRAM CASE 1 UNLESS ABLE 23-fI-H OF UBC - c - r NOTED OTHERWISE. �''J IR i �? 5.0" �-0" 14. WOOD NAILING SHALL DE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS v $.� PER TABLE N0.23 -II -B-1 OF UBC EXCEPT WHERE MORE SPECIFIC NAILING IS NO I.. _ ?- ? X 4 KING STUDSW/PND? i' I _ rx� +xe �xr _, ,XhPLANS. EQUIVALENT CAPACITY FASTENERS AP TED ON V PROVED BY ICBO MAY BE USED. �' O A I NOCDowN. rYl' I 1, < 2 I, [_ ll / 15. METAL CONNECTORS NO ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE�'> ` I., r W % � I �_:�, `•i I � -' COMMNY. EQUIVALENT CONNECTORS APPROVED BY ICED MAY BE USED. `^ Ir .11 " An v�• dmc .._�� 16. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM v t ` I �----.3J/?"X14"SC NEADERON?- ... ; TO ASTM A307 REQUIREMENTS Q v FOR UNFINISHED BOLTS. ' ? X •! TIP/MINERS � I � • 17. PREDRILL FOR NAILING INTO EXISTING WOOD MEMBERSt ` AS APPLICABLE TO AVOID SPLITTIN � �O v F_nvironmental Health AND CRACKING OR USE SELF -DRILLING WOOD SCREWS OF EQUAL CAPACITIES. GW v 18070 111STRENGTH OF CONC . THE ULTIMATE COMPRESSIVE S V M . SHALL BE 2000 PSI MIN. M 2t DAYS. NOV 16 2001 19. REINFORCING STEEL SHALL CONFORM TO REQUIREMENTS OF AS40.� v 20. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE TM A615, GRADE N O - - - - - - - - - - - - - - � ..._a -1 21. REM 30 BAR DIAMETERS OR 24" MIN. ICO, CA FORCING, DOWELS, ANCHOR BOLTS, ANCHORS,'ETC. TO BE EMBEDDED IN �• ,y M SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE.TO CONCRETE rlz-� li_0" 3'.?" Chico, . 1/1 IMG AREA • 11-s" ?6'A„ 6?' -0" /� FI KSA SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS T 00� ,•-•I . i � � � mac ,. 1. 1R" GYPSUM BOARD W/ sd COOLERS OR s/i" GYPSUM I 0 ' BOARD W/ 6d COOLERS •' � � I PLATE TO RIM JOIST@ 7 0. c. SILL OR BEAMS W/ 16d @ 12" o. c. RIM JOIST TO TOP P -� '`•. � i' LATES WITH A35 - - ----.: ANCHORS @ 30" o. c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTE "A" BELOW. 2. 7/i" PORTLAND CEMENT PLASTER OVER EXPANDED METAL OR WOVEN EN WIRE LATH ATTACHED . TO FRAMING W/ 11 GA. x 1 1R" LONG AND 7/16" HEA - " D NAILS OR N0. 16 GA. x 7/t" LEG @ 6 o. c. 1/2DIA. A. BOLTS @ 54 o. c. OR 2 - A. BOLTS MINIMUM. WIDTH OF P STAPLES THE ENGINEERS SEAL AND SIGNATURE ON THESE ON PLANS. SEE NOTE "A" BELOW. PANELS AS NOTED DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINED IN THE STRUCTURAL CALCULATIONS ONLY TOP PL. SPLICES I _ 3. 7/= PORTLAND CEMENT PLASTER OVER CONSTRUCTION DETAILS AND ASSEMBLIES NOT R EXPANDED METAL OR WOVEN WIRE LATH ATTAC TO FRAMING W/ I1 GA. x 1 1R" LONG AND 7/16" H HED `^ �J ,, � SPECIFICALLY DETAILED N THE APPROVED �� � HEAD NAILS V W/*_l6.rEA. I •-? % C O ED 6 0. c. 1R' OR N0. 16 GA. x 7/t LEG @ D1A. A. BOLTS @ 72 0. C. OR 2 - A STAPLES DRAWINGS ARE THE SOLE RESPONSIBILITY OF „ " .DOLTS MINIMUM. WIDTH OF PANELS AS NOTED v @JOTNLEVELS I -( I , ON PLANS. SEE NOTE A BELOW. '• �,•' wrorN I � THE BUILDER. STRUCTURAL CHANGES REQUIRE ' I REVIEW AND APP Y HE „ APPROVAL B T ENGINEER - I I , ` , , , 4. 3/t OSB OR PLYWOOD CDX WITH id @ 6"/12". SILL PLATE @ 10 O.C.RIM JOIST CR B TO RIM JOIST OR BLOCKINGS W/ 16d JA 11 111 BLOCKINGS WITH 16d 1 � I - ' . ' ESSI TOE „ R C E 32434 SOF ON�f TOP PLATE NAILS @ s 1R o. c. OR A3s " " Q ! _ S BELOW. LSTA36 @ 1 i o. C. TO q - 9 I @ 2x EDGE STUDS TO 2x STUDS BELOW. WIDTH OF PANELS AS � - 1-00 � r. � .Reg. Exp{res w� � �, r yG Fy NOTED ON PLANS, SEE ,NOTE "A" BELOW. , 12-31-20 M N y " 1 , . ,� y s. 3/i OS 4 ,, I I _ � ,. B OR PLYWOOD cDx wl ,. " " k @ 1R DIA. A. BOLTS OR 3ri N ? _ l3 �l' X 9 'O O. 32 �o ANCHORS @ 30' 0. c. WIDTH DIA. HILTI KB -11 (I / t+.+ OF PANELS AS NOTED a ON PLANS. SEE NOTES --A B" BELOW. 501 •."l/4"PSC RAfrER �•...__ � 6. 3/i OSB OR PLYWOOD " � OOD CDX WITH id l^ r 7 I s fr` @ 2 /12 ,USING SINGLE SH _ + O ® � l IV �� , INSTALL 3x FRAMING MEMBERS SHEET OF OSE (OR COX), '�T 0 ERS @ ALL SHEATHING J „ ..._.._-- (ti' ?X10 JM. , , . - • �. E DINTS SPLICE \ ( S). 2 s/i DIA. HILTI KB -Il OF CAl ANCHORS. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS , ---- FOOTING. W (MIN.) W/ s/i DIA. HILTI KB -II ANCHOR TO (E) ? XIO RAFTERS -- TES A, C D E A 2 X 6 •---._._ _ (f) ?X10 RAFTERS -:�. • � `{ =' I � � , %4' � II , � F BELOW... / I I /�j -�16 /� �` TR/MM. II I �y @ ll 0. C. NOTES. A. CONTINUE WALL SHEATHING v (I IVA :C4 . G Olt SIDING DOWN TO SILL OR FOUNDATION PLATE. . PYP. - WA 36 '�, LUS�NANGER VENTED ._ I I 40 • �` ,. B. TO PROVIDE FOR ADEQUATE ANCHORAGE IN /0 KB -II - " „ STALL ADDITIONAL HILTI KWIK B TI'P. @2X10 �; - ( ) 3/t DIA. 2 IR MINIMUM EMBEDMENT TOE OLTIN EXISTING CONCRETE FOOTING � `. CENTERED ON EXISTING FOUNDATION � _ (N),f X6 POST / _ G PLATE, FOR EACH MISSING " -11 IR DIA. A. B O I INSTALL HILTI KWIK BOLT -II ANCHORS WITH 4" MINIMUM EMB DLT. (N) 6 Xl? MOR. , >� (f) 6X6 PQrT CONCRETE FOOTING, CENTERED ON 2x FO EMBEDMENT TO EXISTING V � �, FOUNDATION PLATE. o D. A. BOLT (KEt-II ANCHOR) WASHERS SHALL BE 2" SQ. x 3/16•' E. INSTALL PHD2 WITH HILTI KWIK BOLT -II OF 7" MINIEMBEDMENT THICK. O Ci I BATH .., � - � w o � _ _ E - -- -- 2 x12 RIN MUM EMB DMENT TO EXISTING I ,/DIST CONCRETE FOOTING, �., - - CENTERED ON FOUNDATION PLATE. SPECIAL INSPECTION PER .:«._ SECTION 1701 OF THE USC IS REQUIRED FOR THIS , . F. CONTINUE WALL SH ANCHOR INSTALLATION. D 1/JXIS GLUTAMR/DGfSEAM EATHING UNDER FRAMING OF PERPENDICULAR WALLS. I I 1 I �.. II �.\ BRACED WALLS SCHEDULE - V C DELTA SYMBOL ON PLANS OPEN BELOW �.; A. ^^ - A. 7/t PORTLAND CEMENT PLASTER OVER EXPAND V ' �� ���, ED METAL OR WOVEN WIRE LATH ATTACHED •'"��� I \ `�` {r�5j TO FRAMING W/ 11 GA. x 11/2" LONG AND 7/16" HEAD NAILS OR tt „ N0. 16 GA. x 7/i" LEG � V �'{►�+j :'r'�Y� Ell �' 1rr �h• r „ STAPLES @ 6 o. c. MINIMUM PANEL WIDTH OF 4 - O OR AS NOTED ON PLANS. S - _..6 /l I2 B/�'l. '� �'� BELOW. EE NOTES B. ALTS � \' ALTERNATE BWP - 3/i PLYWOOD COX OR OSB WITH id @ 67/12". HD2A HOLDOWN ON 2x OR I I PHD2 ON 2 -2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING MINIMUM PANEL WIDTH •• . TH OF 2 i Q4 Cnvironr�Ental He�ith _ � , OR AS NOTED ON PLANS.SEE NOTES BELOW. LSTA 36A @ EDGE N O V 1 6 2001 / S2 vn 2 NOTES: L CONTINUE EXTERIOR WALL SIDING DOWN TO FOUNDATION PLATE. � STUD TO STl/D SEL ' T%�� 2. 1/2DIA. A. BOLTS @ 6'- 0" o. C. (2 - A. BOLTS MINIMUM). . I FucL I Chico, CA I3 Mori/ _I T4 L ------------ --------- - ------------------- .. W PROPOSED ADDITION I EXSISrING 0{VE11/NG 14� UVIZ AREA - u W • . Q Ll a81N it = I ,_ „ SCALE:1/4 =1 FT. o SECOND FLOOR SHEET --------, • SNEE � T► TITLE-FLOORL l I h 12' ?6' r ---------I r--- •---..--- -- I ?- 4x 30" DOWELS" A. 801 rs @ 61- 0 " EM6EDED 6 MIN. INTO (E) I EXd1STlNG SUS -------- _ _ _ .—�_._____ -"- O. C. TYP. 11NO. IN NEN! FOI�NDATION PLAN I FOOTNG. (DR/LL 1/2NOLEs 1 POWER PPI* DO(VE�CS'1NtO I FIR (MIN.) FOUND. PL, rG O � I I I - -'- i UR PPROVED EPUXY.J I I ( � I � USE A i MIN. � (N) 4 X6 POsr I I I (EJ» x?4" I I O REAR/N I I I ----PER/M CONC. MIN. I t� #4 c wau CONT. T. 8. 1. �•- FOOT/NG �, !- �-•.._.__. (E) 6 X 6 POST I I I n`• � FOOTING � I , ..• ------ --� (E)I X 19 PER/m.1?" X1s-,_,---FOOTGW//4T`f. TCLER r/p. I '--,----•---- DP. CONC. FTG; I I I I 12 PAD CTR'D ON,( I I I I Q X6 POST I _. i I I I FOUNDATION DETAIL ;' A I Oil � X —, — _ � ? - �•! X?4 " DOWELS EM6EDE0 A Q �" CONCRETE SLAP ' ?. ,ifE 30 " MIN.) INTO (E) CONC. FTG. (T.i s. ) I .-.-i ---- •---••--DOWELS — — — — — — — — — L — — — — — — — �-- — — — I ___ - /NSTAL'D . AM 1/?#NOLEsi P0wF'p — — — — — ORIVE DOWELS/NTO e coN _.7/8 "CEMENT PLASTER PER S. W, 2 ., Il SQ., sI? FTG. PAD - -r~' I • —.--CONTINOUS 6 X 8 r ?- ? X 6 w/PND? i (M/IV) HDR. I � SS7ll6A-8OLT,TYP. @ EDGE STUDSOF(N),i 0" w A� SHEAR WALL _ --- ----._-_ NEW (N) FOUNDATION EXSIST/NG (E) FOUNDAT/ON -_2 X 6 EDGE --STUD (POST) Q� _i ADDITION `, �— ---- V E CONT. �' 4 ------- T. � B. ACROSS OPEN/NG E - - — -- L — — — — — — `Q 24'. ________-== Lu : EXIS'G L4 V • � � V v 5/811 CDXP1YR00FSNT'G-------_- DORMER WALL FRAMING _ X: 918— 2 2X10 D.F. RAFTERS 24' O.C.---__.. - it 12 12 I 12 i �! 12 METAL ROOFING oQRpFESS/pN�l Q • � Y .---- .� ----- (N) � X 5a WlNlDOW ,��� ��� �T yG� `\ 6 ----------- --.:---_.__._-•--- -- X12 � 3243 oN � W . _ � ,;; • � off: 7i 12 s�'l Cry1 ���� EXSlSTING Fwf CAUF� M WINDOW 6 X12 HDR. I ,AND PRE-ENGINEERED R i I FRAMING I-. T ASSES EXSISTING 4 X 6 ( LSTA 30 @ CONTINUING TO N) BM. TO FND.) CUT @�`�•. TOP PLTS. _� � ___._�.-_.�: � - (E) RIM JOIST OR BLK'GS' ' - - -METAL ROOF/NG �p TOP OF (N) BEAM � - ---- TO (N) BM_ W1.495 @ 32 O LSTA 30 O.C.. --------5/8 CDXPLYROOFSNrG ._.._../ Q 2X12 D.F. FLOOR JO1,M16O.C. V �. ,Cr 6224 04 4 X 6 POS , T W/ 'Ct ST6224 TO =-.._--.._ Lll .>, =:--._•.--------_ __-_------------_-._ BOTT. OF 6 XI2 BEAM , _. _-- (N) 51/4 " X18 " OR 7' X16 SL BEAM ( PLACED W/ TOP 1 11 BEAM, %YP. -- - -------2 X 6 X 8' D. F STUD @ TOP OR BOTTOM OF (E) TOP P1 TIC j 4-0 S16 O.C. O aC REMof/E DOOR � REM01/E WINDOW AND CREATE OPENING � — --- --=--� OPN'G Z • 16'-0111 MAX � 0 —--------------- r.PND2O o, HALF - WALL I POST - �____:_ -2X4X9 STUDSI6"O.C. 3 -COAT STUCCO EXT. _..__ W STUCCO REMO(/E / EXTER. L4 I FOUND. PL. ------ (E) FOUND. PL. I PND 2 INSTALLED TO RETAIN ON (E) OR (N) 2 2 O X6 STUDS, TYP. --- ---- -- --- � — ISE _— -- 7 " Elt?BEDMT @PND 2 ANCHORS I @CORNERS � - — — -- — —' -" ---------- __ _ �, r - _ 3' ccEAR __._. # 4 -BAR coNr. i r w — = ' ��:. (E)15 11 X 24 "PER//� T. & B. TYPICAL •`-••. � 12 " GARA -- - 4 " EMBED'T A. BOLTS @ GE ONr. FOOTING & ADD'T Butte County lnvironmental Health WALL Fi2AlMG FLEI/ATION 2 318 = 1' -oil O ` O CPOrS .MCRON Mq/A 2 "'r�iKv � J `_• SHEET - FOUND. CROZ3/8"='-'"TITLE � �+ SEC.. I-------- N0. rKvsw coNST�v EF2ONT ELEVATION EXISNG DWLLING , CL `, IM o• FE01 C ` v Q � M t dQ16 ISE . o Q�Of ESSlp LEFT SIDE N rM IQL �� Q W 49 civ lF pf CA1.�E�� M �o o � (N) W/NC WALL (SNEAK ! RANfUNC) Q4 V ^v. � v V PEAR ELF VA TION c� GIST SIDE APPROVED Butte County Environmental Hes'#ti r ---- f Il oc SCALE: 114 �� _ 1 FT1 ,o m SNEET L E rSNEE Tl TIn T