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047-670-037
NOTES r ` 7!sllalc - r ti ,I L� RESIDENTIAL PERMIT NO. _ X047-670-037 .— 05-1577 HALL, RAYMOND 4145 AUGUSTA LN, CH1CO CONT: OWNER ADD GARAGE/BREEZEWAY SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 13 B-2 6 FF C R>zf�_(Cf- 11 JOB FINALED (Date) i Q Signature 0 AASSAL-n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636.(OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX : (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 1 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.). O I am Exempt under Article 3 of Business Prof ssi Code Date: 7—/q-05 —/y'[J Owner: 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. O 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 ZI I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -7 —141— 0 5 n . Applicant: ZAZZZLLrWVz WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP051577 Issued Date: 07/14/2005 APN: 047-670-037-000 Site Address: 4145 AUGUSTA LN CHI Map Index: Description: ADD GAR(1040)BREEZEWAY(336) Owner: HALL RAYMOND A & JENA M NELSON 4145 AUGUSTA LANE CHICO, CA 95973 ,Applicant: HALL RAYMOND A & JENA M NELSON 4145 AUGUSTA LANE CHICO, CA 95973 1 Contractor: License #: Architect: Engineer: . Total Square Ft: 1376 S.F.`1 Valuation: $30,336.00 i Census Code: I IV CONSTRUCTION LENDING AGENCY This permit is here y issyed d the appl .able p ovisions of the Bune County GodP a` nr I hereby affirm that there is a construction lending agency for the Resolutions to do ork indi ed bove for hich shave been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: /yrs PERMIT EXPIRES ON: Address: ❑ 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. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with ell county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or doc ment of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose Y` y� n Print Name: k?1% MI) 14ALL L Signature: Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor .. f = OK =Not OK ' = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date 2. Soils; Special MH Support Sketch Date • 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 1. Zoning Requirements -Setbacks -Easements S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ • P' L "ftl P LPG 7. Well Clearance & Disconnect 3. Blocking 8. Utility Clearance 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 7. Water and Sewer Connected 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 9. Exits 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectoe 11. Verify #'s with Office 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert Card B-1 Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 m MISCELLANEOUS Date D C,KS,eOVERS, CARPOR GARAgEd P ns) OK except #'s 0-6 Z9 g Requiremen -Se is 44oFoofings; Soils -Size -Dep -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. Cgfports; Windows -Doors 10. Roof; 11. Ext.; 12_ Braced Wall Panels 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 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 I =OK = Not OK = Not Appria6le . = Not Ready RESIDENTIAL , Date UNDE OR (Plans) OK except #'s Date Zoni -Setbacks-Easements-Flood-Slope 2 g., in; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. g., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors T. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way.0/O-Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 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 Date 16. Insulation (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29, 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI -AC. wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 2- -Uo 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrrn. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. 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 -Meth. Protection 78. Plb.; Bec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.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 0 Yes 83. Foagoting InstldJDrive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 2- -Uo "5,WStucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. 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. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. _ a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ¢. r •� t �. 1 , ( Z V - f S Date ` Inspector to r M ,Tj REV 4/05 Phone # r FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ,. r>=.-+.:i-rc'r'L.--'J'..•.r••.r+--�....1'c+,...,'-.,r"..-� v-...rr .,,;_. �,.,•_....� '--�-�--o...ct...--. r...-._.--��.� �.. .s, COUNTY OF BUTTE BUILDING DIVISION "r DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 ,r 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 call for re -inspection when correction of work is completed. If you have any questions p ming to this matter, or need additional } explana n, please contact the Building Inspe as indi ed below. p f a i C-6 F ve 5 les -54' a _ 3 � M► -i' a L i r• .� U ..�- h1 V-;4 'Z r , G I: C_ CLQ 11 (C' 6 r6 ic-4 l ^ Q i Q 1 Date / ~ �J ' Inspector !REV 4/05 , Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �mi^y`T:.r�.+'+�Ae:s3:'-�:fi�iaF•+e5!'1`.�� •'4i��'i?--a�4 f-t�...,.y,F`.-' T--•.-...--� .�.,.. _��x�.✓4— .�esc.-:�++cd'!3v-A.v�Yr+�:�; .,:it' ... COUNTY OF BUTTE ... . ....... . ... .. i } ` BUILDING DIVISION .- DEPARTMENT OF DEVELOPMENT SERVICES r 7 County,Genter Drive : Oroville, CA • (530) 538-7541 z CORRECTION NOTICE Y 15,717 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at .4 the above address and should be corrected. Please call for re -inspection when correction of ,_� work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ^� /Z17_ CL&6V_S /,2' S1_f7WC/� st . J '4 ..Lry .�s 1 Date Inspector ,&H""/7 REV 4/05 Phone # I) `l 7 5 - FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 Q _ Q_�J / r OWNER PERMIT NO. A routine i pection indicates that the following violations of Butte County Ordinances exist at the ab a address and should be corrected. Please call for re -inspection when correction of wor is completed. If you have any questions pertaining to this matter, or need additional e lavation, please contact the Building Inspector as indicated below. Dat—' eInspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 �ye.�Lr'1l1YYr��'1;".��..a'�!".Y.r-ri�y�,.-w•�^..yr!'."/'K`w..•A'r��wrl��l(rMr��Ay�'Hri"^".�r a. w..1r��-'�YL�M+.I�... �. :f .................. ,....., COUNTY OF BUTTE; ............................ . X54*.: .. ... ... , r3r' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 r., CORRECTION NOTICE OWNER PERMIT NO. V:_ A routine inspecti indicates that the following violations of Butte County Ordinances exist at '4; the above addr s and should be corrected. Please call for re -inspection when correction of work is co eted. If you have any questions pertaining to this matter, or need additional explanati please contact the Building Inspector as indicated below. v 6) F�� Date 7 O`er Inspector ( �c� M� IX0 REV 4/05 Phone # _l 3 t/i' 4 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BALANCE OF FEES SHEET DATE: D `� PERMIT #: ASSESSOR PARCEL #: 10 OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban $ El Medio North Chico Specific — WATER TENDER FEES $ BATTALION # FEMA $ SMIP OTHER $ RECEIPT NUMBER(S) CDF FIRE SAFE REQUIREMENTS AP# 047-670-037 PERMIT # 05-1577 NAME: Hall Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C D F F I R E Q U I R E M E N T Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ j 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property - lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet= ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 09/19/2005 Date Darren Read Signature C D F F I R E R E Q U I R E M E N T 0 IN 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.netldds PERMIT NO. BPO51577 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/14/2005 APN: 047-670-037-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4145 AUGUSTA LN CHI Date: Contractor: Map Index: Description:. ADD GAR 1040 BREEZEWAY 336 p 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 Owner: HALL RAYMOND A & JENA M NELSON 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 4145 AUGUSTA LANE 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 CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their 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: HALL RAYMOND A & JENA M NELSON 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 4145 AUGUSTA LANE sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for the purpose of 95973 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.). Contractor: ❑ 1 am Exempt under Article 3 of lid Business a Prof ssi n Code Date: -/ti-o5 Owner: 1 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 License #: 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 the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: 1376 S.F. Total Square Ft:1� Policy #: 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 become subject to the workers' compensation laws of California. and agree that if I should become subject to the workers' Valuation: $30,336.00 V Census Code: ( S I a/ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -/Y 05 _/ Applicant:? WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor ' code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY d the appl able ovisions of the Butte County Coda anrVor This permit is her"inZA I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to dod bove for hich s have been paid. (—/- J Name: /?,/ By Date: yrs PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or doc me of Butte County. I hereby authorize representativeps� of Butte County toenter upon the above mentioned property for inspection purpose tl Print Name: �M V ��� y� 1. Signature: Date:/;121 Owner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-283 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY" ,1�y"7-G A PPLICA N T, SIGNATURE For off ic use only: ARCHITECT/ENGINEER OWNER Last Name HALI_ AALL Firs me I Address 01/5 S City P)CO State 014- State CA Zip q59-7 Phoney_ 5 11 Fax E-mail RAY-nA LL (0 s&_6L.6113AL NE A PPLICA N T, SIGNATURE For off ic use only: ARCHITECT/ENGINEER CONTRACTOR Name �A Nl©A/U AALL Address L Z City CWC Phone -7_R715 State 014- Zip gTg73 Phone 53U �Qy 5 Fax E-mail Lic. # Class A PPLICA N T, SIGNATURE For off ic use only: ARCHITECT/ENGINEER Name WMAIL Address SRA City/06404 State G A Zip IG9 Phone -7_R715 Fax E-mail Planner State License Number A PPLICA N T, SIGNATURE For off ic use only: APPLICANT NAME Name RAMAJ/l - �l Address u y SRA City Qk No State Zip 957273 Phone Q FillFax Page E-mail Planner Date Approved: 5 A PPLICA N T, SIGNATURE For off ic use only: Zoning Property Address Flood Zone Cross Street SRA es No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. LOCATION AP# Property Address City G Go Cross Street ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): WORKER'S COMPENSATION Policy Number Carrier rlfhiting anyone other than license contractors, a certificate of wopensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 01r O Sq. Footage /D 0 A4e ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): 334 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and others dep rtment costs are not Received by_ Amount: �7 Receipt # 10 Z' Date: �(� tet/ t/ r Bldg Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. Cl 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIOAV, 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: MA-�,Ly 9�NSrvYD ASSESSOR PARCEL NUMBER -0 1/7- le3 7 - D Proposed Building Use: f-LE,6fes` w/ �t?eT- 'ermit Technician: �L Date: e5-7-os- Items 5-7os- Items required in order to apply for a permit. Al boxes MUST be cher ed OR marked NA in order to apply. '*NIP 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. a lou 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! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. O 11. Letter of intent fog non-residential' buildirigs ❑ 12. Hazardous Material Form 51• 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining_ items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Ij 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ NO 22. Site plan and business license approval from the City of Biggs .................... 23. California Department of Forestryiplan approval O -pa d. Senp0ye\_K k. .... .` :.V '-1-i; QS b b. 24. Planning approval for (A) Use:ou(B)Parking: (C) Parcel Check:..., 25. Contact Land Development ab _ Improvements, _ Drainage ........................ N26. NPDES Form.................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... \ o t 29. Worker's Compensation Carrier and Policy Number .......................................... t 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................::............I...I............. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: pA� When issued Telephone L4 �S �� and hold for pickup. I have been inforrr�o of the above items ind repuirements for obtaining a building permit. Applicant: /ll.l�� Date: 1 ``'� ®s 1. Index permit applicatiifn for the above items numbed: Plan Check Letter 2. Additional items required Contractor, designer, wn as advised of the above data by phone, ❑ mail, ❑ counter, by Date Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by . Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date _7 Note transfer by: Date: Yellow: Building Division TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Ani the Floor Plan Anachad11—V sent to ®.D. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well ✓ n Clearance for dwegh*g. Other I5Yccze. j6d14 Ate- Hold final for: Final clearance O.K. for: NOTE: mental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNERzk�'palowo PROPROSED BUILDING USE I. BUILDING PERMIT FEES _I L --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ CHICO SPECIFIC PLAN (per. dwelling) Zoning 46.rnRAIRE INSPECTION AND PLAN CHECK FEE .8 (paid at Building Division) 7. WATER TENDER FEES BATTALION # rSMIP 0.00 (paid at Building Division) d� 9. OTHER 10. OTHER 11. OTHER A.P. # � L� 7—o 76`1 / DATE t; / 7-0 S_ RECEIPT # DATE REC. 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 durA the plan cltckingf pro ;ess. APPLICANT DATE 6 ``7 —0 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. 3/05) QPgTM1WP Oc �VTrF o O o o c 0 0 ('7atic WORD Department .0 o u n t J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water. Permit and Storm Water Pollution. Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: 6l W6i _ ADQIT1W _, Project Location and/or Parcel Number: 1-11q5 AU611.577f J—k By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. d Signed: Title: Date: 6 ' l % - o5- uss than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/03 p,pp,ST tZNT Cc � 6vTTc� o o I ° 4 1 ° J C omaWOIC WC5 EC�� Department ..0 o u n t y J. Michael Crump, Director Public f B u t t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE 1 ACREI Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. , Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Maxon: .�,...�__.K�_ iY';^, •�`!'. �=�a!,`�`�]C,F. 1�,.5 [; '/, .`�''�,_-�j ,/�g qlah 'v�'.1.%.Na`•L'�'.'.: Ll:��;;'ia">'iC i'�'l Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property im rovement: YES [/] 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: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ' ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: 4 n- 6S NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/20D4 Butte County Department of Development ,Services ADMINISTRATION `BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accid-.nts. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Mic el C. Vieirl C.B.O. Mwlager, Building Inspection NOTE: This Owner -Builder Information is'required by Section 19830 of the California Health and Safety Code. CDF FIRE SAFE REQUIREMENTS AP# 047-670-037 PERMIT # 05-1577 NAME: Hall Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. F [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. K [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [XJ Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Q U I R E M E N T S Setback for Structure Defensible Space 1X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves [ ] If Buildinq Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o, Masonry Veneer o Metal o Other Butte County Fire Department approved materials 06/29/2005 Darren Read Date Signature C D F Page 1 of 1 r Powell, Tammie From: Johnston, Mary Sent: Wednesday, September 14, 2005 10:48 AM To: Powell, Tammie Subject: Request Hi Tammy , Kathy from our Chico office called and asked if you could send her a copy of the clearance, floor plan and site plan for 4145 August Lane, 47-670-037 for a breezeway, garage. They forgot to keep a copy there in the Chico Office. Thanks as Mary Johnston v Butte County Public Health Environmental Health Division f r ff 7 County Center Dr. � rl Oroville, CA Phone: 538-7281 Fax: 538-7785 09/14/2005 E.H. USE ONLY F402 Ran Anschod I_ �{ Roo. Ran Atn whad 14,— Sant to S.O. ! TO: Building Department I f FROM: Environmental Health SUBJECT: Sanitation Clearance evl l� G// uS / CUs ©�1 �" 6 o - co4- 0 ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: l/6jdrd t71C4Wjn 6 /����1� Ui lol I h-4 h4, s 8/96 y1/6S Date NOTES �� - RESIDENTIAL .. t 047-670-037 02-0579 PERMIT NO. _I HALL; Ralph j 4145 Augusta Ln Chico -- Cont: Robert Hill & Assoc. + New Pri Swimming Pool SPECIAL CONDITIONS SRA FLOOI5 CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s JOB FINALED (Date) Signature CHECKED BY k ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965- • Telephone (530) 538-7541 PERMI No. (Rev.12/96) APPLICATION AND PERMIT Ud I UW AS • 047-670-037SESSOR PARCEL NUMBER ZONING SR -1 BUILDING PERMIT OWNER IM.L-RAY TELEPHONE SO. FT. OCC. BUILDING VALUATION 21 260.00 .OWNER'S MAILING ADDRESS 4143 Augusta lard Mico TE_NC('SM�all 891-4280 CONTRACTOWS MAILINGADDRESS 199 East Shasta Ave Chico 93973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 21.260.00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 M Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS - - Plan Checking Fee $ 23.00 BUILDING ADDRESS 4145 Agusta Lane ,Chico Energy Plan Checking Fee $ $ PERMIT FEE $ 268.00 LOT NO. 27 G SUBDIVISIONS NAME Pheasant Landin PARCEL MAP PLUMBING PERMIT, Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL Master #97-506 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ .j ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LE Main Service 200A 0"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. r License Class 2, -• C. 4 3 Lic. No. � ^% � �©� OWNER -BUILDER DECLARATION 1 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 20;A TO I 000 46.00 NEW CONST. DW ELLIG OCCUP. NSO OR ADDNS. ( a ACC. BLOB. 3.5¢FT. NEW CONST. MULTI -OUTLET NON-RESID. CLI'. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES BAL o .50 Ex. Occup. ouT AEn•oEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 Pool electric 30.(X 30.0( PERMIT FEE $ 50• 00 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. O"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 7 �, d -P. 'syp '�"�� v=ot-4 i MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Numb�e+r 2.fi2... 0t UM 1T-+5&4. (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'ES compensation laws of California, and agree that if I should become subjecttothe.., workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Tri J-�* 7 ! Date AnOSureP f it is Applicant - ❑Owner 0 -Contractor ❑ Agent An OSHA ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee is Occ �.. �CONST.PE TOTAL FEE $ 353.00 IMP FLOOD COF PARCEL PD HD SSUE. This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. '? B Date y � � PERMIT EXPIRES ON__4`1 3�ezl%/03 / I (pate)/ ReceiptNo..34J ? 09 SSS -Aa WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V= OK 0 = Not OK - = Not Applicable 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 -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s /'Nat. or/ /"L"ft./ PLPG 1. 7. Well Clearance 8 Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carpons; Windows -Doors 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 Date 7. Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'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. Carpons; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root; Shing -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 tbacks-Easements S s; Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness D d Men -Lining E>C.; Receptacles and Lighting, Distance-GFI EI c.; Pool Lighting; 15 Volts-GFI E .; Enclosures; Conduit Entries -Terminals -Listed ec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Degartment Approval 10. PI .; Cir. Test -Water Supply Test 3 -G fight Niche Date l7 Card B-1 . Date Card B-1 Dat Card B-1 jt Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 1. Zoning -Setbacks -Easements -Flood -Slope Fireplace Ties or Type A Flue -Fireplace Throat Clearance 2. Fig., Main; Soils-Elec. Grnd.-/ F Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Garage Fire Protection Framing 5. Stemwalls, Main; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 6a. Hold Downs and Special Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 7. Slab, Steel -Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. Piers -Fireplace Ftg.-Steel Siding -Nailing Veneer 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test Shear Walls; Nailing -Bolts 12. Electric Underground Brace Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. Insulation -Walls -Ceilings 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Infiltration -Walls -Windows 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Smoke Detector 17. Water Htr.; Vent -Access -Combustion Air Baffle Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection Bedroom Exiting 19. D.W.V.; Test Fittings & Anchor -Nail Protection G.F.I. & Bath Fixtures & Tub Access -Spa 20. Shower Pan; Test, First Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 21. Test Tub & Shower, Second Floor -Tub Access Stairs & Rails 22. Gas Pipe; Sixe & Anchors Fireplace or Stove, Clearance -Hearth 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 23. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 24. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 25. _ Size Boxes & No. of Conductors Stapled Plb., Elec. & Mech. Equip. Listed for Location 26. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 29. Subleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No Clearance Looked under Floor ❑ Yes 31. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive Q Yes ] No/Walks ;J Yes ] No/Planters ] Yes ] No 32. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 33. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 34. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 35. A.C. Ducts Insulation & Support Corrections from Previous Inspections 36. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 37. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Energy Compliance Certificate -Other Certificates 39. Attic Access & Platform if Furnace in Attic Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Comments at Final: Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits 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 jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 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. Infiltration -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 ❑ Yes 82. Following Instld./Drive Q Yes ] No/Walks ;J Yes ] No/Planters ] Yes ] 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 Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & 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: a LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Steve McWhirter Address: 4145 Augusta Ln. AP#: C•20E (Rev. 3/03) Chico Job No: Hall Garage (Augu0428) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products In . P.O. Box 204556 ft :: N I Portland, 9'LON1DEPAR I' (503) 254-0 04 a p p R 26-0-0 ■ I, ■i■�►► �Imini■MI , __I I MIMMMMIN i� ElmMIN Elm Elm MIN ■I� IN ■IMI I Elm.. I��I■I�I■I��I■I�I�I�II I MINIM �O Longfellow Lumber Co., Inc. Ury en Avenue Steve McWhirter 99 to Entler Avenue) Job Name: Hall Garage Chico, Ca.. 95928 Address: 4145 Augusta Ln. City: Chico Phone: (530) 893-0112 Fax: (530) 893-0140 Job:' / Hall at reQuUd) Wrom =Mteet o aly. The d, tem to all *I U)1 K-�. ARO\ 2 99Z C, C-19689rn 07-3�' ,PCS CAI.�F� Existing Bldg. '211:11M Augu0428 i!L#ii u�!!C'R:?_''r� C't �`:.'•N'�IYRii � tbpltopel ton iuC. !Yi:IPJY•'3�i Ct..'�¢S? .+1t75iKa3r.� D° �tdt:' i'S :%Siilfl..ii iri�iiT«'S3eiC$�: C.U�31 $@�;1,i.'•:J!'�,' i:3'fV�trl•?ff' L3 .ir^�9ISfi fij1W S:li18E52`J."• +w %1T«, ?`�4�8�3r oan Lhl•i.�".•.'ev(,rFi : "X7 1"P411fe.^v, vit �!ib¢-,r�,uOve7 nee— evuf-wre els; ttt arta€tjh t3 s J±Bt: V4 Stx9 c t'lflYJi� S•. `r_r iU)J'+.in07 Oi s�h,it!2i,tc } i !L ' Silf 3Utf Sti•'•G t 'Ig ..?.tai^•57 ;'+C •:� .L`@Cllr_+R;�b7 il:l= ecvfii 4.1 CA r Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other Interested parties. a " J5 2. Cut members to bear tightly against each 0 other. c 3 c V 3. Place plates on each face of truss at each O O joint and embed fully. Avoid knots and wane p " v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices Ce C:, O plates 1/8' from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots In 6. Unless expressly noted, this design Is not connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS Indicate minimum plating requirements. 9. Lumber shall be of the species.and size, and In The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided. at spacing shown on design. ' LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no celling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless , shown. , `13. Do no"t ove oad.roof or floor trusses with stacks BEARING _ o f� co'n t� 'ction a e ::(also da j Lc i`�5 `it $ s� i'x' � Indicates location of joints at �14. JIDIp not •-ut ooff erjss m@4b�bers or plate without rro*slongl which bearings (supports) occur. MITek Industries, Inc. �pnor p ro�of engineer. 15. Care should be exercised in handling, erection and Installation of trusses. Tnn HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL SHAPED BLOCK CROSS BLOCK SECTION C -C COMMON TRUSSES C RIDGE HIP .RAFTERS SHAPED BLOCK CROSS BLOCK PLAN VIEW L— C ALTERNATE DETAIL: WHEN HIP RAFTERS DO - NOT MEET 6 COMMON TRUSS. 5uPFDzT',(Wveo D( vaiEI-15-) O 5;L79'0,1-- NA(I011 ,/-- TOP CHORD JACK EXTENSION ENO JACK SETBACK COMMON TRUSSES HIP TRUSSES SECTION -8-8 WD -2359 CALIFORNIA HIP YITek industries, Inc. 6-20-91 REV. 7/1092 ►.lora: sEE rmwEERIN6 Fop— mFrEp, TACK ANOTRUSS AESI6NS, LATERAL STABIWTY OF Roof sySTEAl To OE PROVIDED fay PROJECT RES16AlER, �GfA�+o�Przarl� I'S(�t�)O4-o" t7.c. Crr6ac.) TOP CHORD'BRACING PER TOP CHORD JACK -EXTENSIONS ENGINEERING SPECIFICATIONS. l,1 HIP /2- \] SECTION A-A,,lp�bc� MT.) FIzSAckS Lzs hAPT�xS r c-: A T• LATCAAL LRACE NCThL_. jS VALih fWL RE PLA61,11; COF i . 6(LACES AT Y2 011 AT ilt R,. fi. T YP 2 tRoco 0.G: TY . AGI; WITIa WEA �b HAX. L 5 ( b'' cj_ p • = Folz R�P�A�II�q : f2 fzc-pLAu Y� NOT _ - l'L pol►r.5 wcE LT FONT& 6 �. I�YFLAGE HOST t!�E: D0 % 144B LENG* OF Tv(l WM.. T14bb Pe TAIL I5 TO I> E: USED A5 AN ,<. 'POR oNE &ONTINUoUS LATERAL 8 RPiGE. i�7R,�G� NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR Z 7 '2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT REGIUIR.W AT EAG- ENn OF ZR -A&E: ANi2 AT 10'-0" INTER�lALS. REFER TO flit. -al SUHHARY bf E:ET FOR RE;GOHHHPATION-E OF V4E: TRU55 PLATE INSTUTE gr55TRA•I ar MA'( Mhmp �,YIE�wI ve 0: p PjApHR �-rl .oK L) 04 12 L4m res 171. -�Ev Q I a5 jqc iilr- 2Y'� 0'Q 2)4 A5 pW;U,R'EF Kc -MOSS. MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 iTe USA j FAX (916) 676 1909 TELEPHONE (916) 6761900 k May 31, 2002 n Longfellow Lumber 89 Loren Avenue"' Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. Sincere , QRofEssro ONG NO. 049919 ,. Redong 10 - Direct r 0 -Director of F 6 boa Western Operations Job Truss Truss Type Qty Ply McWhirter / Hall Garage 26-0.0 ftyd,00.j 0% y$•� 5.7.4 816302921 AUGUO428 Al CAL HIP 2 1 [job Plate Offsets (X,Y): [2:0-10-0,0-0-141, [7:0-10-0,0-0.141, [11:0-3-0,Edge) Reference (optional) S.uuu s Jun 17 2OU4 M1Tek Industries, Inc. Thu Apr 280.10.031:19 2005 Pagel -2-0.0 1 5.7-4 5.10115 10.4-15 1 15.7-1 I 20.1-1 20t4�12 26.0.0 I ze-ao 2-0.0 5.7.4 0.111 4.6.0 -2-2 480 0.3-11 5-7-4 2-0.0 Scale= 1:50.3 48 i 3x4 = 3x8 = 46 ' 3 4 14 5 8 a 1 7.00F12 �'�., •K i 3x10 = 1315 12 11 16 10 179 3x4 = 3x4 = 46 -2 1.50 11 3x4 0.0.0 5-7-4 1 10.4-15 1 15.7.1 20.4.12 26-0.0 ftyd,00.j 0% y$•� 5.7.4 4.9.11 S-2-2 I 4-9.11 1 5-7-4 s� Plate Offsets (X,Y): [2:0-10-0,0-0-141, [7:0-10-0,0-0.141, [11:0-3-0,Edge) LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.12 12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.2710-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Simplified) Weight: 119 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1708/0-5-8, 7=1708/0-5-8 Max Horz2=-46(load case 3) BRACING TOP CHORD Sheathed or 3-6-14 oc purlins, except 2-10,0 oc purlins (3-1-2 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=2725/0, 3-4=2318/0, 4-14=3264/0, 5-14=3264/0, 5-6=-2318/0, 6-7=2725/0, 7.8=0/26 BOT CHORD 2-13=0/2352, 13.15=0/3264, 12-15=0/3264, 11-12=0/3264, 11-16=0/3264, 10-16=0/3264, 10-17=0/3264, 9-17=0/3264, 7-9=0/2352 WEBS 3-13=0/849,4-113=11166/0, 4-12--0/323.5-10=01323, 5-9=-1166/0,6-9=0/849,5-12=-35/35 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 42 ft by 26 It with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries hip end with 6-0-0 end setback. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234.01b down and 16.711b up at 20.3-0, and 234.01b down and 16.71b up at 5-9-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. / 9) In the LOAD CASE(S) section, loads -applied to the face of the truss are noted as front (F) or back (B). / LOAD CASE(S) Standard' 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-52, 3-6=100, 6-8=52, 2-7=-27(F=-13) Continued on page 2 r / m uI CA9919 I OF CAL April 29,2005 ® WARNWO - VertJtr design parameren and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane • Design valid for use on Wlh Mrlek connectors. This design Is based on upon Suite 109 ig N g N e parameters y of building and b for an Ir - not truss s design component. Citrus HeI hts. CA, S. Applicability of design paramenters and proper Incorporation of component b responsibility of bulldhg designer -not huss designer. Bracing shown 9 Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erecticn and bracing, consult ANSIITP11 Quality Criteria, DSB-89 and SCSI II Building Component M iTek0 Safety Information available from Truss Plate Institute, 503 D'Onofrlo Drive. Madison, WI 53719. , Job Truss Truss Type Qty Ply McWhirter /Hall Garage 816302921 AUGU0428 Al CAL HIP 2 1 Job Reference (optional) w„y,o.... wni�ov i rn n. aoow r� norma nnrtmm� LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=234 6=234 6.000 s Jun 17 2004 Mi -Tek Industries, Inc. Thu Apr 28 11:31:19 2005 Page 2 ® WARNING - Ver(fj7 design parameters and READ NOTES ON TNIS AND D9CUMED MITER REFERENCE PAGE TM -7473 BEFORE USE. Design valid for use only with Mfrek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building des'gner. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, OSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. ' =z "L a. 7777 Greenback Lane • Suite 109 Citrus Heights, CA, 95910 i MOW Job Truss Truss Type Qty Ply McWhirter /Hall Garage AUGU0428 A2 CAL HIP 2 1 R1630292 Job Reference (optional) -� u �••�� �UM chn ,,,�., .., uw, ..a. �aacvr moo•., vua urn narnnur b.uuu s Jun 17 2004 MiTek Industries, Inc. Thu Apr 28aa�31:20 2005 Page 1 1 -2-0-0 I 7-74 7-}0)15 13.0.0 I 18-1-1 1912 26-0.0 t 2 2.0.0 7-7-4 0-3-11 5.1.1 5.1.1 0-3-11, 7.7.4 2-0.0 Scale = 1:50.3 4x8 I.3x8 = 48 J a� 3 12 4 13' 7.00 12 �\ N 2 \�\� \\ C8 C 7 I$ 3x8 = 11 10 9 8 3x4 = 3x4 = 3x4 = - 1.5x4 11 v� 0.0.0 y ": 7-7-4 13.0-0 18-412 26-40 Pr�vi'.T'S 7-7-0 5.412 54-12 7-74 Plate Offsets (X,Y). [2:0-3-4,0-1-81,[6:0-3-4.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.08 2-11 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.14 2-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 ' Horz(TL) 0.05 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 4-10-10 oc purlins, except BOT CHORD 2 X 4 DF No.1&Btr G 2-0-0 oc purlins (55-0 max.): 3-5. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 6=1118/0-5-8.2=111810-5-8 Max Horz2=-58(load case 3) Max Uplift6=37(load case 5), 2=37(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-1638/56, 3-12=1323/52, 4-12=1323/52, 4-13=1323/52, 5-13=1323/52, 5-6=-1638/56, 6-7=0/52 BOT CHORD 2-11=0/1333,10-11=0/1556,9-10=011556,8-9=0/1556,6-8=0/1333 WEBS 3-11=36/379, 4-11=396/45, 49=15/141, 4-8=396/45, 5-8=-36/379 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 tt above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom.chord dead load, 100 mi from hurricane oceenline, on an occupancy category 1, condition I enclosed building, of dimensions 42 ft by 26 It with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78.01b down and 5.61b up at 18-3-0, and 78.01b down and 5.61b up at 7-9-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=52, 12-13=48(8=26), 5-7=52, 2-6=14 Continued on page 2 OQ?,pF ES S/p yq ONG C Z LU W 9919 71 OFCA1. April 29,2005 Q WARNING - 17-t / design parameters and READ NOTES ON TIDS AND INCLUDED hf1TEK REFERENCE PAOS MD --7473 BEFORE USE. 7777 Greenback Lane m Design valid for use on with MITek connectors, This design Is based on upon parameters shown. and Is for an Individual building co Suite 109 Ig y 9 N P P 8 mpong sh Citrus Heights, CA, 95610 Applicability of design paramenters and proper Incorporation of component h responsibility of binding designer- not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity, of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive. Madison, WI 53719. Job Truss Truss Type Qty P7job Whirter / Hall Garage R1630292 AUGUO428 A2 CAL HIP 2 Reference (optional) LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=78 5=78 Trapezoidal Loads (plo Vert: 3=52 -to -12=78, 13=78 -to -5=52 r 6.uuu s Jun 17 2004 MTek Industries, Inc. Thu Apr 2811:31:21 2005 Page 2 f7s 4 cc ell Z CL ® WARNWO - Ver(N design pawmeters and READ NOTES ON TWS AND 717CLUDED ALTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with Mtfek connectors. This design Is based only upon parameters shown, and Is for an individual bu0ding component. Suite 109 Applicability of design paromenters and proper Incorporation of component is responsibility of building designer - not tens designer. Bracing shown Citrus Heights, CA, 958,omll Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibllllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria. DSB-69 and BCSII Building Component M iTekm Safety Information ovallable from Truss Plate Institute, 583 D'Onohio Drive, Madison. WI 53719. Job Truss Truss Type Qty Ply McWhirter /Hall Garage Plates Increase 1.25 TC 0.32 Vert(LL) -0.13 8=10 >999 240 MT20 220/195 TCDL 10.0 R1630292 AUGU0428 A3 COMMON 8 1 WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Job Reference (optional) �1 2-0-0 6-8.13 6.3.3 6-3.3 S 40 = 4 6.000 s Jun 17 2004 MiTek Industries, Inc. Thu&o 8 11:31:22 2005 Page 1 26.0-0 6-8-13 0-0-0 - 3x4 = 3x4 = 3x4 = 0-0-0 8.9.14 9.4-5 26.0.0 8.9-14 LOADING(psfl SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.13 8=10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.55 - Vert(TL) -0.25 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 117 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 5-9-4 oc purlins. BOT CHORD 2 X 4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 2=959/0-5-8, 6=959/0-5-8 Max Horz2=92(load case 4) Max Uplift2=25(load case 5), 6=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/26,2-3=1180/0,3-4=1020163,4-5=1020/63,5-6=1180/0,6-7=0;26 BOT CHORD • 2-10=0/1007.9-10=0/690,8-9=0/690,6-8=0/1007 WEBS 3-10=267/23, 4-10=-46/420, 4-8=-46/420, 5-8=267/23 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph Winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 42 ft by 26 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to Wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. a LOAD CASE(S) Standard �OQ?,OF ESSIONq� OONG yG Fy 2 09919 T OF CAI IFS• April 29,2005 ® WARMNO - Verify desran parameters and READ NOTES ON 7108 AND INCLUDED WTEK REFERENCE PAGE IVB -7473 BEFORE USE. 7777Greenback Lane Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Sidle109Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 958Zff Is for lateral support of InclMdual web members only. Additional temporary bracing to Insure stability, during construction is the responsibllllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/fPll Qualify Cdteea, 0S8-89 and BC511 Building Component MiTek® Safety Information available from Truss Plate Institute. 583 90nofrfo Drive. Madison. WI 53719. Job Truss Truss Type CSI y McNfiirter /Hall Garage PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.38 816553831 AUGU0428 B1 COMMON ]712 Lumber Increase 1 BC 0.32 Vert(TL) -0.08 4-6 >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) ---o._.._.. __...-- --., ..._.. .ISS' __. _____ ...,,..,.,........ .........�„ i 0 2-0-0 7-0.0 4x4 = 3 a.uuu s ,run 11 2DD4 Ml Tele Industries, Inc. &VOMay 17 16:30:16 2005 Page 1 7-0-0 2-0- S - 1:31.4 M 49 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deo Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.05 4-6 >999 240 MT20 220/195 TCDL 10,0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.08 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 53 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &BtrG BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=563/0-5-4, 4=563/0-5-4 Max Horz2=55(load case 4) Max Uplift2=25(load case 5), 4=25(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-3=-430/1, 3-4=-430/1,4-5=0/26 BOT CHORD 2-6=0/368, 4-6=0/368 WEBS 3-6=-16/231 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 42 It by 26 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard , AL WARNING - Ver(f y design parameters and READ NOTES ON TWS AND INCLUDED AuTE6 REFERENCE PAGE MU -7473 BEFORE USE. Design valid far use e on with rvLTek connectors. ectors. ThB design is based only upon rameters h 9 sown and for an individual N en Pa - dual building component. Applicability of design paramenters and proper incorporation of component is responsibility of buildirg designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITPll Quality Criteria, DSB-89 and BCSII Building Component ` Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. QRpFESS/�N\ ON G co G)m M 01919 T 10 EMS OF CALIF May 18,2005 7777 Greenback Lane Suite 109 , Citrus Fleights, CA95810 191 MiTekm LIMITED STRUCTURAL CALCULATIONS FOR CUSTOM HOME FOR RAY $. VENNA HALL JOB SITE CHICO, GA LJ- WAKN F.K AKCH ]Tr -CT ARCHITECTURE + ENGINEERING + CON5ULTING Larry J. Warner, ARCHITECT PO BOX 942 MAGALIA, CALIFORNIA 95954 530-873-9725"" ' WOWING �� J! PROJECT: HALL RESIDENCE PROD. No. 50432A LOCATION: CHICO, CA DATE: 05/05/05 BY: LJW PAGE 1 OF CODES: Uniform building code, 1997 Edition California building code 2001 Edition RISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Construction Manual MATERIAL: Concrete: f = 2,500 psi min. @ 28 days Masonry: f = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Non -Snow • Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,200psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. Larry I Warner Architect, PO BOX 942, Magalia, CA 95954, V-530-873'-9725 F-530-873-9734 IL PROJECT: HALL RESIDENCE PROJ. No. 50532A LOCATION: CHICO, CA DATE: 05/05/05 BY: LJW PAGE 2 OF USE 12.0 PSF FLOOR SYSTEM 2.5 PSF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TJ1 @ 24" O.C. 1.1 TH @ 24" O.C. 1.1 5/8" GYP BRD. 2.8 INSUL 0.5 MISC' 0.5 TOTAL 11 0 PSF USE 12.0 PSF FLOOR SYSTEM 2.5 PSF ( 2x FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF JOIST . 2.2 INSULATION 0.6 GYP 2.8 FLOORING 1.5 MISC 0.5 TOTAL ' 9 9 PSF TRUSSED ROOF SYSTEM ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL 11.3 PSF USE 12.0 PSF. ( I -JOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF I -JOIST 1.4 5/8" GYP BRD 2.8 MISC& INSUL 1.5 FLOORING 1.5 TOTAL USE 10.0 PSF. EXTERIOR FRAMED WALLS EXT. FINISH . 6.0 PSF SHEAR PLY 1.5 FRAMING 2.0 GYP BRD 2.2 INT. FINISH 0.2 INSUL 0.3 TOTAL 12.2 PSF USE 12.2 PSF. CONCRETE FLOOR SLAB 15.0 PSF SHEATHING . 2.3 FRAMING 3.5 INSULATION 0.5 TOTAL 21.3 PSF t USE 21.3 PSF TOTAL 9.5 PSF USE 10.0 PSF. INTERIOR FRAMED WALLS GYP. BRD 2.2 PSF FRAMING 2.0 GYP. BRD 2.2 FINISHOES N/A INSUL N/A TOTAL 6.4 PSF USE 6.4 PSF. Larry J. Warner Architect, PO BOX 942, Magalia, CA 95954, V-530-873-9725 F-530-873-9734 3 x z ---------------- 3 Roof Beam( 97 Uniform Building Code (91 NDS) ) Ver: 6.00.7 By: Larry J Warner AIA, AEC Group on: 05-03-2005: 11:39:03 AM Project: 50532A - Location: GDH-1 V= Summary: LB 5.5 IN x 11.5 IN x 18.0 FT / #1 - Douglas Fir -Larch - Dry Use 54.54 Section Adequate By: 122.3% Controlling Factor. Section Modulus / Depth Required 7.98 In Deflections: 121.23 Dead Load: DLD-- Live Load: LLD -- Total Load: TLD= Reactions (Each End): Ireq= Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span:_ Lu= Pitch Of Roof RP= Live Load Deflect Criteria: U Total Load Deflect. Criteria: U Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Method = Roof Loading: Roof Live Load -Side One:' LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: Ty1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DI-2-- om=Tributary TributaryWidth -Side Two: NV2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: WL_ Beam Uniform Dead Load: wD adj= Total Uniform Load: —WT= Properties For. #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties FW (Tension): Fb'= Adjustment Factors: Cd --1.25 Cf=1.00 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 9.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. • At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): FY= 0.20 IN 0.20 IN = U1063 0.40 IN = U539 864 LB 840 LB 1704 LB 0.50 IN 18.0 FT 0.0 FT 5 :12 240 180 108.0 SF One 16.0 PSF 12.0 PSF 4.0 FT 16.0 PSF 12.0 PSF 2.0 FT 1.25 15 PLF 18.0 FT 96 PLF 93 PLF 189 PLF 1350 PSI 85 PSI 1600000 PSI 625 PSI 1688 PSI 106 PSI M= 7670 FT -LB V= 1534 LB Sreq= 54.54 IN3 S= 121.23 IN3 Areq= 21.68 IN2 A= 63.25 IN2 Ireq= 232.93 IN4 1= 697.07 IN4 2 Roof Beam( 97 Uniform Building Code (91 NDS)1 Ver: 6.00.7 By: Larry J Warner AIA, AEC Group on: 05-03-2005: 11:39:04 AM Proiect: 50532A - Location: RB -1 Summary: V= 5.25 IN 'x 14.0 IN x 24.0 FT / 2.0E Parallam - Trus Joist -MacMillan LB Section Adequate By: 93.5% Controlling Factor. Moment of Inertia/ Depth Required 11.23 Ir Deflections: e IN3 Dead Load:, DLD= Live Load: Lam= D= Total Load: Reactions (Each End): IN2 Live Load: Dead Load: LL-Rxn= Total Load: DL-Rxn= TL-Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: , 1200.50 Span: L= Maximum Unbraced Span: Lu= Pitch Of Root. RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L! Non -Snow Live Load: Roof Loaded Area: RLA= Live Load Method: Roof Loading: Method = Roof Live Load -Side One. LL1= Roof Dead Load -Side One: DLI= -Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: Nd2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope/Pitch Adiusted Lengths and Loads: Adiusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD adi= Total Uniform Load: wT= Properties For. 2.0E Perallam- Trus Joist -MacMillan Bending Stress: Fb= _Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc Pero= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 00.98 Fv': • Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: 12.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. At a distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): , Moment of Inertia (Deflection): 0.44 IN 0.39 IN = Ll735 0.83 IN = L/348 1512 LB 1680 LB 3192 LB 0.81 IN 24.0 FT 0.0 FT 5 :12 240 180 216.0 SF One 14.0 PSF 12.0 PSF 7.0 FT 14.0 PSF 12.0 PSF 2.0 FT 1.25 23 PLF 24.0 FT 126 PLF 140 PLF 266 PLF 2900 PSI 290 PSI 2000000 PSI 750 PSI 3563 PSI 362 PSI M= 19150 FT -LB V= 2936 LB Sreq= 64.49 IN3 S= 171.50 IN3 Areq= 12.15 IN2 A= 73.50 IN2 Ireq= 620.35 IN4 1= 1200.50 IN4 F, Columnf 97 Uniform Building Code (91 NDS) ) Ver. 6.00.7 By: Lary J Warner AIA, AEC Group on: 05-03-2005: 11:39:04 AM Proiect: 50532A - Location: C-GDH-1 Summary: ( 2 ) 1.5 IN x 3.5 IN x 13.0 FT / Stud - Douglas Fir -Larch - Dry Use Section Adequate By: 16.8% ' Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Dead: Vert-LL-Rxn= 864 LB Total: Vert-DL-Rxn= 878 LB Axial Loads: Vert-TL-Rxn= 1742 LB , Live Loads: PL= 864 LB Dead Loads: Column Self Weight: PD= CSW= 840 38 LB LB Total Loads: Eccentricity (X X Axis): PT= 1742 LB Eccentricity (Y -Y Axis): ex= ey= 0.00 0.00 IN IN Axial Duration Factor. Cd -Axial= 1.00 Column Data: Length: Maximum Unbraeed Length (X -X Axis): L= Lx= 13.0 13.0 FT FT Maximum Unbraced Length (Y -Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dx= 3.50 IN Column Section (Y -Y Axis): dv= 3.00 IN Area: Section Modulus (X -X Axis): A= Sx= 10.50 6.12 IN2 IN3 Section Modulus (Y -Y Axis): SV-- 2.62 IN3 Slenderness Ratio: Lex/dx= 44.57 Properties For. Stud- Douglas Fir -Larch Ley/dy= 0.0 Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X -X Axis): Fbx= 675 PSI Bending Stress (Y -Y Axis): Fby= 675 PSI Adjusted Properties: Fc': Adiustment Factors: Cd=1.00 Cf=1.05 Cp=0.23 Fc'= 199 PSI Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 166 PSI Allowable Compressive Stress: Fc'= 199 PSI Column( 97 Uniform Building Code (91 NDS) ) Ver. 6.00.7 By: Larry J Warner AIA, AEC Group on: 05-03-2005: 11:39:05 AM Proiect: 50532A - Location: C-RS-1 Summary: - (2111 * 5 IN x 3.5 IN x 8.0 FT / Stud - Douglas Fir-Larch - Dry Use SectioAdequate By: 32.9% . ` Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical Reactions: Live: Vert-LL4bm= 1512 LB Dead: Vert-DL-Rxn= 1703 LB Total: Axial Loads: Vett-TL-Rxn= 3215 LB Live Loads: PL= 1512 LB Dead Loads: PD= 1680 LB Column Self Weight: CSW= 23 LB Total Loads: PT= 3215 LB Eccentricity (X-X A)is): ex= 0.00 IN Eccentricity (Y-Y A)is): ey= 0.00 IN Axial Duration Factor. Cd-Axial= 100 Column Data: Length: L= 8.0 FT Maximum Unbraced Length (X-X A)is): Lx= 8.0 FT Maximum Unbraced Length (Y-Y A)is): Ly-- 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section (Y-Y A)is):, dy= 3.00 IN Area: A= 10.50 IN2 Section Modulus (X-X A)is): Sx= 6.12 IN3 Section Modulus (Y-Y Axis): Sy-- 2.62 IN3 Slenderness Ratio: Lex/dx= 27.43 Properties For. Stud- Douglas Fir-Larch Ley/dy= - 0.0 Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E= 1400000 PSI -Sending Stress (X-X A)is): Fbx= 675 PSI Bending Stress (Y-Y Axis): ' Fby= 675 PSI Adjusted Properties: Fc': - Adiustment Factors: Cd=1.00 Cf--1.05 Cp=0.53 Fc'= 457 PSI Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D), Compressive Stress: fc= 306 PSI Allowable Compressive Stress: Fc'= 457 PSI Column( 97 Uniform Building Code (91 NDS) ) Ver: 6.00.7 320 Column Self Weight ' BY. Larry J Warner AIA, AEC Group on: 05-03-2005: 11:39:05 AM Project: 50532A - Location: STUD -1 240 24 Total Loads: Summary: 584 Eccentricity (X -X Axis): ex= 1.5 IN x 5.5 IN x 14 FT 0 16 O.C. / Stud - Douglas Fir -Larch - Dry Use Eccentricity (Y -Y Axis): ey= 0.00 Section Adequate By: 6.4% Cd -Axial= 1.00 Lateral Loads: Loads applied to: Vertical Reactions: Slenderness Ratio: Uniform Lateral Load: wL4at= Live: Dead: Vert-LL-Rxn= 427 LB Total: Vert-DL-Rxn= 352 LB Horizontal Reactions: � ' Vert-TL-Rxn= 779 LB Total Reaction at Top of Column: TL-Rxn-Top= 135 LB Total Reaction at Bottom of Column: Horizontal Deflection: TL-Rxn-Bottom= 135 LB Deflection due to lateral loads only: Axial Loads: Defl= 0.57 IN = L/293 L' L d rve oa s. Dead Loads: PL= 320 Column Self Weight PD= CSW= 240 24 Total Loads: PT= 584 Eccentricity (X -X Axis): ex= 0.00 Eccentricity (Y -Y Axis): ey= 0.00 Axial Duration Factor. Cd -Axial= 1.00 Lateral Loads: Loads applied to: (Wind/Seismic) Slenderness Ratio: Uniform Lateral Load: wL4at= (Dy Face) 14 Lateral Duration Factor. C I D Cd-lat= 1.33 will" un ata. Length: 43 Maximum Unbraced Length (X -X Axis): L= LX -- Maximum Unbraced Length (Y -Y Axis): Ly= Column End Condition: Ke -- Calculated Properties: My-ey= Column Section (X -X Axis): dx= Column Section (Y -Y Axis): dy= Area: A -- Section Modulus (X -X Axis): SX -- Section Modulus (Y -Y Axis): Sy -- Slenderness Ratio: L Properties For: Stud- Douglas Fir -Larch Compressive Stress: Modulus of Elasticity: Bending Stress (X -X Axis)' Bending Stress (Y -Y Axis): Adjusted Properties: Fbx': Fby: Adjustment Factors: Cd=1.33 Cf --1.00 CI=1.00 Fc': Adjustment FactorsCd=1.33 Cf=1.00 Cfu=1.15 C1=1.00 Adjustment Factors: Cd=1.33 Cp=0.37 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Dead Load and Lateral toads (D + W or E) Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X X Axis): Eccentricity Moment (Y -Y Axis): Moment Due to Lateral Loads (X -X Axis). Bending Stress Lateral Loads Only (X -X Axis).- Allowable xis):Allowable Bending Stress (X X Axis): Bending Stress Lateral Loads Only (Y -Y Axis): Allowable Bending Stress (Y -Y Axis): Combined Stress Factor: ex/dx= Ley/dy= Fc= E_ Fbx= Fby= Fbx'= Fby'l- Fc= PLF PLF PLF PLF IN IN PSF 14.0 FT 14.0 FT 0.0 FT 1.0 5.50 IN 1.50 IN 8.25 IN2 7.56 IN3 2.06 IN3 30.55 0.0 825 PSI 1400000 PSI 675 PSI 675 PSI 898 PSI 1032 PSI 403 PSI fc= 43 PSI Fc'= 403 PSI Mx -ex= 0 FT -LB My-ey= 0 FT -LB Mx= 474 FT -LB fbx= 752 PSI Fbx= 898 PSI fby= 0 PSI Fby'= 1032 PSI CSF= 0.94 Column( 97 Uniform Building Code (91 NDS) ) Ver. 6.00.7 43 Maximum Unbraced Length (X -X Axis): BY: Larry J Warner AIA, AEC Group on: 05-03-2005: 11:39:05 AM Maximum Unbraced Length (Y -Y Axis): LV -- Project: 50532A - Location: STUD -1 -ALT -2x4 Ke= Calculated Properties: My-ey= Summary: dx_ Column Section (Y -Y Axis): dy_ 1.5 IN x 5.5 IN x 14 FT 0 16 O.C. / #2 - Douglas Fir -Larch - Dry Use A= Section Modulus (X -X Axis): SX -- Section Adequate By-. 45.0% SY= Slenderness Ratio: LAVIetv= Vertical Reactions: PSI FbY'= 1740 Live: Dead: Vert-LL-Rxn= 427 LB Total: Vert-DL-Rxn= 352 LB Horizontal Reactions: Vert-TL-Rxn= 779 LB Total Reaction at Top of Column: TL-Rxn-Top= 135 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 135 LB Horizontal Deflection: Deflection due to lateral loads only: Axial Loads: Defl= 0.50 IN = LJ335 Live Loads: Dead Loads: PL= 320 PLF Column Self Weight: PD= CSW= 240 24 PLF PLF Total Loads: Eccentricity (X -X Axis): PT= 584 PLF Eccentricity (Y -Y Axis): ex= ey= 0.00 0.00 IN IN Axial Duration Factor. Cd -Axial= 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral.Load: wL4at-- 14 PSF Lateral Duration Factor. mat= 1.33 Column Data. Length: 43 Maximum Unbraced Length (X -X Axis): L= Lx -- Maximum Unbraced Length (Y -Y Axis): LV -- Column End Condition: Ke= Calculated Properties: My-ey= Column Section (X -X Axis): dx_ Column Section (Y -Y Axis): dy_ Area: A= Section Modulus (X -X Axis): SX -- Section Modulus (Y -Y Axis): SY= Slenderness Ratio: LAVIetv= Properties For. #2- Douglas Fir -Larch Compressive Stress. Modulus of Elasticity. Bending Stress (X -X Axis): Bending Stress (Y -Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.33 Cf --1.30 CI=1.00 Fby': Adjustment Factors: Cd --1.33 Cf=1.30 Cfu=1.15 CI=1.00 Fc': Adjustment Factors: Cd=1.33 Cf=1A0 Cp=0.25 Column Calculations (Controlling Case Only): Controlling Load Case. Axial Dead Load and Lateral loads (D + W or E) Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X X Axis): Eccentricity Moment (Y -Y Axis): Moment Due to Lateral Loads (X -X Axis): Bending Stress Lateral Loads Only (X X Axis): Allowable Bending Stress (X -X Axis): Bending Stress Lateral Loads Only (Y -Y Axis): Allowable Bending Stress (Y -Y Axis): Combined Stress Factor. Ley/dy= Fc-- E= c=E_ Fbx= Fby= Fbx'= Fby'= Fc'= 14.0 FT 14.0 FT 0.0 FT 1.0 5.50 IN 1.50 IN 8.25 IN2 7.56 IN3 2.06 IN3 30.55 0.0 1300 PSI 1600000 PSI 875 PSI 875 PSI 1513 PSI 1740 PSI 482 PSI fc= 43 PSI Fc'= 482 PSI Mx -ex= 0 FT -LB My-ey= 0 FT -LB Mx= 474 FT -LB fbx= 752 PSI FbX= 1513 PSI fbY= 0 PSI FbY'= 1740 PSI CSF= 0.55 N Footing Design j 97 Uniform Building Code (91 NDS)1 Ver. 6.00.7 By: Larry J Warner AIA , AEC Group on: 05-03-2005: 11:39:03 AM Proiect: 50532A - Location: FTG -C -RB -1 ,Summary: Footing Size: 1.0 FT x 2.5 FT x 12.00 IN •Footing has been designed without reinforcement Footing Loads: Live Load: Dead Load: PL= 1512 LB Total Load: PD= PT= 1703 3215 LB LB Ultimate Factored Load: Pu= 4955 LB Footing Properties: Allowable Soil Searing Pressure: Qs= 1500 PSF Concrete Compressive Strength: „ PC= 2500 PSI Footing Size: Wim' Length: W= 1.0 FT Depth: L= Depth= 2.5 12.00 FT IN Effective Concrete Depth: d= 10.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: Column Depth: m= 3.50 IN. Bearing Calculations: n= 3.50 IN Ultimate Bearing Pressure: Qu= 1286 PSF Effective Allowable Soil Bearing Pressure. Qe= 1350 PSF Required Footing Area: Areq= 2.38 SF Area Provided: Baseplate Bearing: A= 2.5 SF Bearing Required: Bearing= 4955 LB Allowable Bearing: Beam Shear Calculations (One Way Shear): Bearing -Allow= 33841 LB Beam Shear. Vu1= 826 LB Allowable Beam Shear. vc1= 5200 LB Punching Shear Calculations (Two way shear): Critical Perimeter Bo= 24.00 IN Punching Shear. Vu2= 2725 LB Allowable Punching Shear: vc2= 20748 LB Bending Calculations (Long Direction): Factored Moment: Nominal Moment Strength: Mu -long= Mn -long= 18580 32500 IN -LB IN -LB Bending Calculations (Short Direction): Factored Moment Nominal Moment Strength: Mu -short= Mn -short= 7432 81250 IN -LB IN -LB S-rV �74� ft I ------------------------------ ------------------- EXISTING HOUSE w i i EXISTING HOUSE 4.0 q .o SNEARWALL LAYOUT MAIN LEVEL � •�,24 , ------------------------------ ------------------- EXISTING HOUSE w i i EXISTING HOUSE 4.0 q .o SNEARWALL LAYOUT MAIN LEVEL � SHEAR WALL SUMMARY Proj. No HALL -50532A DATE MAY 05 2005 SHEET OF GRID WALL SEG. LOAD PANEL H.D. H.D. NOTE LINE SEG. LGTH PLF No. LOAD TYPE 1 a 8'-0 87 6 137 N/A b c d 81-0 87 6 137 N/A e f 2 a 16-0 89 6 N/A b c 17-0 89 6 ` WA d e f 3 a n/a b c d e f 4 a n/a b c d e f • 5 a ' n/a b c d e f 6 a n/a b' c ' d e ._ f 7 a n/a b c d e f 8, a n/a b `. • c ` d e f r� ' f -SHEAR WALL SUMMARY Proj. No HALL -50532A DATE MAY 05 2005 SHEET OF GRID WALL SEG. LOAD PANEL H.D. H.D. NOTE LINE SEG. 'LGTH - PLF No: LOAD TYPE A 1 18'-0 • 140, 6 45 N/A 2 3 4 5 6 B 1 n/a. 2 3 4 5 • 6 . C 1 n/a 2 3 4 5 6 D 1 4'-0 351 15 4551 J 2 4'-0 351 15. 4551 J .3 4. 5 6 E 1 n/a 2 3 4 5 f 6 F 1 n/a 2 3 4 5 6 G 1 n/a 2 3' , 4 5 6 H 1 n/a 2 3 4 5. 6 SHEAR WALL SCHEDULE per ER -2403 Upadated 12/12/04 PAGE PANEL LOAD 7 SHEATHING - 1,2,5,7 EDGE 9.3 FIELD 9 A.B. SIZE & SILL 3,4 A -35F 6 • No. PLF NOTE NAILING NAILING SPACING NAILING v CLIPS 1 100 1/2" GYP BRD ONE SIDE (unblockd) -2 -5d 0 7.. .................• Sd. .7................ 1/2".0.77. _. 16d.r rc� 12.. .. 48" O.C. 2 - 180 :......................................................:::...._::...... THREE COAT STUCCO -2 186 718" @ 6" . 18G 7/8"�6" '172" @ 48 16d @ a0 O.C� 3 175 _ 5/8" GYP BIRD ONE SIDE (blocked) 2 6d @ 4" 6d @ 4" 1/2" @ 48" 18d @ 6" 30" O.C. 4 200 1/2" GYP BOTH SIDES 2 5d @ 7" 5d @ 7" 1/2" @ 48" 16d @ 4" 24" O.C. 5 165 3/8" CDX 2 8d @ 6" 8d @ 17' 1/2" @ 48" 18d @ 6" 30" O.C. 6 200 THERMO PLY STRUCTURAL PANEL 2 16G 1 1/4" @ 3" 16G 1 1/4" @ 3" 1/2" @ 48" 16d @ 4" 24" O.C.. 7::' 245 . ,.................1%7' CDX PLY'............................................_...2....„10d @ 8;;................10d .@...12"...........518" @ 48' ............ 16d @ q;;.....,.........18” O.C.... 8 245 3/8" CDX PLY ONE SIDES 2 8d @ 4" 8d @ 12" 518" @ 48" 16d @ 4" 18" O.C. 9 200 3/8" COX PLY EXTERIOR 2 8d @ 6" 8d @ 17' 1/2" @ 48" 18d @ 4" 24" O.C. 10 330 1/7' GYP SRO INTERIOR 3/8" CDX PLY BOTH SIDES 5d @ 7" .. 5d @ 7" .17..........._....5/8..�,r 47................18d. _... :. ....�................�6...O:C .... :: 11 - :::':::............:::::::::::::::......................................._..:::.:::::::::..................... 349 .......................2........8d.Q,P......................8d. ...::::: 1/2" PLY EXTERIOR 2 .............I.... 10d @ 4" 10d C 12" - .......... 12 360. 7/18" CDX PLY BOTH SIDES 8 -8d@6" 8d @ 17' 5/8" @ 36" 16d @ 4" 17' O.C. 13 350 3/$" PLY EXTERIOR 8 8d @ 6' 8d @ 17' 5/8" Q 38" 18d @ 4" 17' O.C. 14 390 518'"' GYP BIRD INTERIOR PLY BOTH SIDES ....... 6d @ 4" 8d .i.8.................,...17.................5/8...( 8d @ 4" 36.....:.:::::......16d.3........12'�'C' 5 ..................1/2..CDX 480:'..................1%2" ......................8. CDX.PLY EXTERIOF2.......................8......10.@-3;;...............10d @ 12"...........f%8" @ 36' (2)-l..................................................dO 16 490 3/8" CDX PLY BOTH SIDES 8 8d @ 4" 8d @ 12" 5/8" @ 36" (2) 18d @ 4" 9" O.C. 17 540 7/16" CDX PLY BOTH SIDES 8 8d @ 4" 8d @ 17' 5/8" @ 30" (2) 16d @ 4" 9" O.C. 18 620 1/7' CDX PLY EXTERIOR 8 10d @ 2" 10d @ 12" 5/8" @ 24" (2) 18d @ 4" 8" O.C. 19 650 3/8" CDX BOTH SIDES 8 8d @ 3" 8d @ 12" 5/8"@ 24" (2) 16d @ 4" 8" O.C. 20 720 COX PLY BOTH SIDES....................8........8d @.3.....................8d_�.17...............5/8...�24..........................................._.12�.16d.�.3.....:::::::...&..O.C. .....: ... ..... ...:..... ; . �6 21 ....................7/16" _........................ 780 1/2" CDX PLY BOTH SIDES ......... 8 ................... 8d @ 3" ...............: 8d @ 12' 5%B' @ '18' .. (2) @ O.C. 22 830 .....................3/8" _...... COX PLY BOTH SIDES .......................8.........8d w �.7....................8d.�.17.....:....�...5/8"..�..18.....::::::.�2�.18dA.91............. ............................-............... ........-........•............. v..O.C:.:..� ....I.............. ... 23......•........- 970 1%2" CDX PLY BOTH SIDES 8 10d.�.3" ............110d @ 17' 5/8" @ 18" (2) 16d @ 3" 8" O.C. 4"O 24 1240 1/2" CDX PLY BOTH SIDES 8 10d @ 2" 10d @ 12" 5/8"@ 17' (2) 20d @ 2" 4" 25 1370 117' CDX PLY BOTH SIDES 8 16d @ 2" 16d @12" 5/8"@ 17' (2) 20d @ 2" O.C.C 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O . 3. STAGGER ALL SILL NAILING AMD NAILING @ 7' O.C. OR LESS 4. PRE -DRILL ALL 20d 8 LARGER 5.518" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. 7. AO sheer walls with load plf of over 350 shall have 3X min framing menber at pates and panel edges 8. ALL EDGES BACKED W/ 3 -INCH NOM. OR WIDER 9. Nails based on following 6d .099 dia 2' Ig, 8d.113 dial 2 1 /2" Ig, 10d .128 dia, 3" l9. DW Golfs 5d .086 dia, 1 5/8" lg 6d .092 dia, 17/8" ig, 8d .113 dia 23/8" Ig HOL®OWN SCHEDULE UPDATED 7/15104 - ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLD4WNS SINGLE OR DBL POUR 2500 PSI CONCRETE H.D. H.D. A.B. STEM 'NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT REQD. CAPACTY MEMBER A LSTHD8 N/A 6" 24-16d SINKERS 1.825 2-2x B STHD8 N/A 6" 24-16d SINKERS 2210 2-2x - C. STHD10 N/A 6" 28-16d SINKERS 2880 ' 2-2x D STHD14 N/A 6" 38-18d SINKERS 4295 2-2x E PAHD42 N/A 8" 7-16d SINKERS 960 2x F HPAHD22 N/A 6" 9-16d SINKERS 1315 2X - G- HPAHD22-2P N/A- - 6 • 12-16d SINKERS 2030 2x H PHD2-SDS3 SSTB16 6" 10-SDS1/4x3 3610 2-2x 5/8" A307 J PHD5-SDS3 SSTB16 6" 13-SDS1/4x3 4665 2-2x 5/8"A307 K PHD8-SDS3 SST828 6" 18-SDS1/4x3 5860 2-2x 7/8" A307 L PHD8-SDS3 SST928 6" 24-SDS1/4x3 6730 2-2x 7/8" A307 M HD8A SSTB28 8' 3-7/8" 7460 4x 7/8" A307 N HD10A SSTB28 8" 4-7/8" 9540 4x 7/8" A307 O HD14A 1"46" 8" 4-1" 11080 4x 1" A307 P HD15 1 1/4"x36" 8" 5-1" 15305 6x 1 1/4" A307 J H®LDOWN SCHEDULE ' ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FLOOR TO FLOOR . . H.D. .- H.D.. ANCHOR ' END ' NAIL / SCREW LOAD WOOD - TYPE ` ' : NAME'r „- TIE SPAN BOLT READ. CAPACTY MEMBER - 1 CS18 N/A 9" a 18.104 SINKERS 1066 2x 2 CS16 N/A 11" 22-10d SINKERS 1386 2x 3 CMST14 N/A 34" 74-16d SINKERS 5707 4x 4 LFTA NIA WA 16-10d SINKERS 1012 2-2x 5 FTA2 N/A WA 4-5/8" 2820 2-2x' 6 FTA5 NIA 12" 4-314" -3725 2-2x 7 ST8224 WA 19" 28-164 SINKERS 2116 2-2x 8 MST37 N/A 30" 22-16d SINKERS 1764 4x 9 MST80 N/A 14" 48-184 SINKERS 4019 4x 10 STS236 N/A 18" 40-164 SINKERS 2881 - 4x J STRAP TIE SCHEDULE OCT 23 2000 REV 11/28/00 No. STRAP / TIE NAILS / BOLTS QTY OF CAPACITY TYPE NAILS / BOLTS 1 LSTA18 10-d SINKERS 14 885 2 ST6224 16-d SINKERS 28 2115 3 MST27 16d -SINKERS 30 2315 4 MST37 16d -SINKERS 42 3204 S MST48 16d -SINKERS 48 4460 6 MST60 16d -SINKERS 56 4870 7 MST72 18d -SINKERS 60 `5800 8 HST3 3/4" BOLTS 6 6195 9 HST6 3/4" BOLTS 12 12465 10 MST172 10d X 1 1/2' 72 4415 11 CS20 PER FOOT 8d SINKERS 48 1340 12 CS20 V END 1 8d SINKERS 192 5360 LOAD REDUCED T0.0.84 OF THE RECORDED VALUES IN THE SIMPSON CATALOG COLLECTOR SCHEDULE No. COLLECTOR CAPACITY C-1 2 x 4 2231 C-2' 2 z 6 3506 C-3 2 x 8 4405 C-4 2 x 10 5m, C-5 2 x 12 6440 C-6 (2) 2 x 4 3125 C-7 (2) 2 x S .49W C-8 (2) 2 x 8 6160 C-9 (2) 2 x 10, 8310 C-10 (2) 2,x 12 11170 C-11 91/2" 1- JOIST ' 2150 C-12 117/8" 1.- JOIST 3480 C-13 14" 1- JOIST 5140 C-14 9 1/4" LVL 6880 C-15 11 1/2" LVL 7645 C-16 14" LVL 8650 C-17 14" 350 -1 -JOIST 6052 PLATE SPLICE NAILING SCHEDULE / CAPACITY DOUGLAS FIR PLATES 2x4 MIN EA 48" LAP MIN. No. SPLICE LENGTH NAIL No. OF ROWS SPACING TOTAL NAIL S-1 48" SPLICE 16d 2 6" O.C. 17 S-2 48" SPLICE 16d 2 4" O.C. 25 S-3 48" SPLICE 16d 2 3" O.C. 32 CAPACITY 2057 # 3025 # 3872 # z DESIGN AND NAIL VALUES FOR ANCHOR BOLTS AND SILL NAILS SILL NAILING NAIL SPACING CAP. PLF 16d'.148 6" O.C. 240 PLF 16d .148 4" O.C. ' 360 PLF 16d.148 3" O.C. 484 PLF 16d .148 (2) ROWS 6" O.C. 480 PLF 16d.148 (2) ROWS 4" O.C. 720 PLF 16d.148 (2) ROWS 3" O.C. 968 PLF 20d .162 6" O.C. 284 PLF 20d..162 4" O.C. 426 PLF 20d .162 3" O.C. 568 PLF 20d.162 (2) ROWS 6" O.C. 568 PLF 20d .162 (2) ROWS 4" O.C. 852 PLF .20d .162 (2) ROWS 3" O.C. 1136 PLF ABCHOR BOLTS ' 1/2" A.B. 72" O.G. 140 PLF 1/2" A.B. 48" O.C. 206 PLF 1/2" A.B. 42" O.C. 235 PLF 1/2" A.B. 36" O.C. 275 PLF 1/2" A.B. 30" O.C. 330 PLF 112" A.B. 24"O.C, 485 PLF 1/2" A.B. 18" O.C. 646 PLF 1/2" A.B. 12" O.C. 970 PLF 5/8" A.B. 48" O.C. 296 PLF 5/8" A.B. 42" O.C. 338 PLF 5/8" A.B. 36" O.C. 505 PLF 5/8" A.B. 30" O.C. 608 PLF 5/8" A.B. 24" O.C. 758 PLF 5/8" A.B. 18" O.C. 1010 PLF 5/8" A.B. '12" O.C. 1516 PLF NAILS 16d SINKERS OR P -NAILS (.148) 93x1.30= 121# / NAIL NAILS 20d SINKERS OR P -NAILS (.162) 109x1.30= 1420 / NAIL ANCHOR BOLT 1/2" A.B. CAP @ 2x PLATE 620x1.33= 825# / A.B. ANCHOR BOLT 1/2" A.B. CAP @ 3x PLATE 730x1.33= 970# / A.B. ANCHOR BOLT 5/8" A.B. CAP @ 2x PLATE 890x1.33= 1184# / A.B. ANCHOR BOLT 5/8" A.B. CAP @ 3x PLATE 1140x1.331516# / A.B. Lateral Loading: Area, Height & Weight Data Date: May 05 2005 Firm: L J WARNER AIA Job: Hall -50532A Bv: Lam Wamer AIA CSI FLOOR PLAN AREAS & SHEAR WALL GRID .SPACING Establish Grid Spacing I C ti E I Page 1 o0 o ra ac e 01995 Left 3 8 it Wall Spacing 26 24 Lateral Load Analysis 8 ack Q".03We7 Roof TYPICAL DEAD LOADS 2nd FI/Rf 18 R I Right Roof Interior Wall 1st FI 1 Roofing 3 Gyp.Bd 4.4 Block Block Perim Roof Sheathing 1.5 Framing 2 4rea Area Wall Width Framing 2nd FI/Rf 14 R R Snow Other 1st FI 1 1 6.5 6.4 468 26 Roof Ceiling Roof at 2nd FI 50 Insulation 2nd FI/Rf 8 R 756 TypOH Framing 1.5 Ext Finish 6 1st Fl 1 L to R Gyp. Bd. 2.8 Shear 1.5 Roof Other Framing 2 240 Hzi roj 2nd FI/Rf Insulation 0,5 208 26 hRe= Floor Gyp. Bd. 2.2 1st FI Flooring 4 Int .Finish Roof Sheathing 2 Other hRi= Framing 2nd AIM 12.2 Insulation 0.5 1st A 120 Other Roof 10e W 2nd FI/Rf FLOOR HEIGHTS & WIND AREA 1st FI -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor Roof Pitch Height Height 2nd FI/Rf 446 w12 N L Plan w/both Roof L >15% of Plan.Y? I 5 5 ront 1st FI rea Roof Roof Block A Overall Depth 2nd FI ! Roof Roof Block Area Floor Block Area Perimeter Wall Overall Depth 1st Floor Floor Block Area Perimeter Wall Overall Depth Typical OverhangF to B 2 Z= hRe= 40 Overall Depth of Roof at 2nd A 1144 432 hRi= 40 Z= 3 hRe= 52.5 hRi= 157.5 We= Wi= 1040 336 66 14 40 Z= 4 We= 112 Wi= 588 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis 8 Q".03We7 Construction Design Software TYPICAL DEAD LOADS •Establish Dead Loads (Ibs/sf)- I Right Roof Interior Wall Roof Floor Roofing 3 Gyp.Bd 4.4 Block Block Perim Overall Sheathing 1.5 Framing 2 4rea Area Wall Width Framing 2 Int, Finish Snow Other 540 50 6.5 6.4 468 26 50 Ceiling Roof at 2nd FI 50 Insulation 0.5 Exterior Wall 756 TypOH Framing 1.5 Ext Finish 6 700 48 L to R Gyp. Bd. 2.8 Shear 1.5 2 Other Framing 2 240 Hzi roj 4.8 Insulation 0,5 208 26 hRe= Floor Gyp. Bd. 2.2 Flooring 4 Int .Finish 100 Sheathing 2 Other hRi= Framing 3.5 12.2 Insulation 0.5 120 Other WI Area 10e W FLOOR HEIGHTS & WIND AREA 112 -Establish Floor to Floor and Roof Heights (ft)- Wi= Roof Roof Floor Pitch Height Height 446 w12 N L Plan w/both Roof L >15% of Plan.Y? I 5 5 olf 26d Flift L Roof Area vRe � r.— vRi 2nd FI Depth Roof Area 1536 FI to FI Height 14 1 st Floor Floor Area WI Perimeter 1st FI Dp - S if Slab S vRe 984 Ave. Sill to FI Ht aseh6r wl il vRi Floor Area 912 1376 Wind Ht.@Ridge Slab/Foundatior 19 WI Perimeter 180 Wind Ht.@Gable 16.5 Ridge F to B L to R Mean Roof Ht. 16.5 Runs? Y Y t at least 31t. Hips? Y Lateral Load May 05 2005 Firm: L J WARNER AIA Pae 2 MaxQuake elm Archforms Ltd. All Rights Reserved Lateral Load Analysis & SEISMIC LOADS Tdb Area F to B Trib Area L to R Establish Dead Loads, Wind toad Mat. Weights 2nd Floor 1st Floor Base Level Ibern DL(psf) Area (sfl DL(lbs) Aree(A DL(Ihs) Area(sf) DL(Ibs) Wt Roof 6.5 1536 9984 , .Wt cell 4.8 1376 6604.8 Wt Ext WI 12.2 1260 15372 Wt Int w 10 Wt Floor 10 Stun 2nd Sum 1st 31960.8 Base Interior wall default 10 pst of floor area Sum 2nd,1 st 8 Base 31960.8 Distribute Weights to Various Levels, Tributary Weight Wt Roof 2nd Wt Cell 2nd V2Wt Ext WI 2 Wt int 1M 2 Wt Floor 2 Wt Roof 1st Wt Cell 1 1/2 Wt Ext WI 1 Wt MIN 1 Wt Floor 1 1/2Wt Ext WI Ssmt Wt Cell Bsmt Roof 2nd FI 1 st FI Line Line Line 9984 6604.8 15372 Wt Sunn 9984 6604.8 15372 Line Sum 31960.8 W= 31960.8 BUILDING CODE •Select Code• 96 SOCA 97 SBCCI X 97 UBC Determine Base Shear UBC Section 1630.2 Zone 3 %16.2 Seismic Source Type 8 Table 16-U Boll Prof SD Table 16-J Fault Distance 20 in km to Seismic Source Z= 0.3 Table 16-1 Ca= 0.36 Table 16-0 1= 1.0 Table 16-K Cv= 0.54 Table 16-R T= 0.16 Formula (30.8) Nam 1.00 Table 16-S R= 5.5 Table 16-N (Tied to Pg 9) Nw 1.00 Table 18-T -Distribute Shear to Various Levels, UBC formula (30.15) Farce at Level x = V (Wbc)(H Pum(W6)(Ht) Ft assumed = 0 Ht is measured from plate to bxxlaton E=Eh-p (30-1) Wt x Ht x (Wt)(Ht) Fx p F to B p L to R Roof 2 2nd FI/Roof 1 . 31981 14 44745.1 3736 1.00 1.43 1st Floor- - ' • 1.00 1.00 Sum 31961 14 447451 3736 WIND LOADS *Wind Pressure - UBC Section1620 P= Vp 75 Figure 16-1 Ex B Section 1616 Iw[ 1 ]Table I" qs 14.5 Table 16-F Ce 0.62 Table 16-G hCq 1.3 Table 16-H, #2 vCq -0.7 Table 16-H, 02 Ph- 12 Hz. Force (psf) Pv= -8.293 A Force (psf) -Total Wind Load In Each Direction At Each Level pbey GOVERNING LATERAL LOADS *Maximum Total Load In Each Direction At Each Level (Ib* Front to Back Side to Side Roof 2 formula (30.4) (30-5) (30.8) (30-7) E= CvIW/RT but not > 2.5CaiW/R but not < 0A lCalW zone 4 not< 0.8ZNvIW/R 19165 5230 1266 E/1.4= 3,736 lbs E/1.4=V 1612.3.1 formula (12.9) or 2nd FI/Roof 1 3,735 Seismic 5,330 Seismic 1st Floor Tdb Area F to B Trib Area L to R Wind toad End Z Inter Z SumP'At End Z Inter Z SumP"At F to B L to R Roof 2 Roof 1 53 158 2,454 100 120 2,571 2nd FI 2,454 2,571 1st Floor Up Roof 2 Uplift Up Roof 1 984 912 Uplift 11,932 11,932 GOVERNING LATERAL LOADS *Maximum Total Load In Each Direction At Each Level (Ib* Front to Back Side to Side Roof 2 formula (30.4) (30-5) (30.8) (30-7) E= CvIW/RT but not > 2.5CaiW/R but not < 0A lCalW zone 4 not< 0.8ZNvIW/R 19165 5230 1266 E/1.4= 3,736 lbs E/1.4=V 1612.3.1 formula (12.9) or 2nd FI/Roof 1 3,735 Seismic 5,330 Seismic 1st Floor a Shear Wall Segments Data, lines 1.8 Page 3 MaxQuake . elm Archforms' Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Firm: L J WARNER AIA Job: Hall -50532A By* Larry Wamer AIA CSI 099.03We1 Construction Design Software Line 1 lune2 IWO 3 ILine 4. Line 5 IUn86 IWOT JUne 8 Segment (Seg) names a -g appear to show possible quadrants (q). Remove Segi not used. Move and add 1,2...to denote multiple (m) segs in a quadrant, ie., W. Sea Variables* Lq Se i k9h. Ht: Sea haht fromDo 1). B: Beadn Wall? - B- es. EA: Ext. or Int. Wall? - E=ExL 1=Int. S: Stacked Seacaabove same row. &:5 L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level 9LA Lg Ht B Ell q&m L Ht B EA q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B E/I q&m Lg Ht B Ell q&m Lg Ht B E/I 1,2,3.. Wall Lines Run From Front to sum Syst sum Syst sum Syst Sum Syst Sum Syst sum Syst sum Syst Sum Syst Back lot Seg, Wall Veriables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Well Variables Seg Wall Variables Level Lg Ht B Ell S Orn Lg Ht B EAS q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Eli S a 8 148E a 16 148E b 14 - b 14 b 14 c 14 c 12 14 8 E d 8 14 B E sum 16 Syst SW sum 28 Syst SW sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst load trans to adj line Base Seg Well Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level g&m Lg Ht B Ell S L Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S L Ht B E/I 3 q&m Lg Ht B E/I S q&m Lg Ht B E/I S sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum i Syst load trans to adi line lload trans to adi line lload trans to adi line Shear S ent Height/Leno Height/Len ratio is limited to 2/1 for edge blocked panel. "Ht/L>2 IimiC appears if exceeded. See Code Ch. 16 for Ht/Llimits for other assemblies. W Shear Wall Segments Data, Lines A -H Page 4 MaxQuake 81995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Firm: L J WARNER AIA Job: Hall -50532A By'. La Wamer AIA CSI 099.03We7 - Construction Desi n Software Line A JLine 8 JUne C ILine D Line E JUne F JUne G Line H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add a,b... to denote multiple (m) segs In a quadrant, ie., 2b. Variables• Qq: Se i kffi. Ht: Sea haht fromDo 1). 8: Bearin Wall? - B- es. Ell: Ext. or Int. Wall? - E=Ext 1=Int. S: Stacked Seauabove same row. m &:5 L . 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wali Variables Seg Wall Variables Level qkm Lg Ht B E/I q&m Lq Ht B E/I q&m Lg Ht B EJI. q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht 8 Ell q&m Lq Ht B Ell q&rn Lg Ht B Ell A,B,C.. Wall Lines Run From Side to _ sum Syst sum Syst sum Syst sum Syst sum Syst sum ! Syst sum Syst sum ! Syst Side at Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wail Variables Seg Well Variables Seg Wali Variables Level Orn Lg Ht 8 Ell S Q&m LQ Ht 8 E/I S Orn Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S 1 18 14 B E 1 14 1 14 1 4 14 B E 2 14 2 14 2 4 14 B E sum 18 Syst SW sum Syst sum Syst sum 8 Syst SW sum Syst sum Syst sum Syst sum Syst load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wali Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht 8 E/1 S q&m La Ht 8 Ell S q&m Lg Ht B E/I S q&m Lg Ht B Eli S q&m Lg Ht 8 E/I S q&m Lg Ht B ER S sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst sum Syst load trans to adj line Iload trans to adj line lloadtranstoadjline lload trans to adj line Shear Segment Height/Len-O Height/Len-O ratio is limited to 2/1 for edw blocked panel. OHt/Lg >2 limir appears if exceeded. See Code Ch. 16 for HM limits for other assemblies. 25 PC o 0 0 aa� A>, "m�> --(D>> ,' ii a O° > >+ >$ g N N c a �' N > L s J a� La o a° L rir V 0 0 o 0 C>> 0 � 49 CO m § b m �Ig3 0 b m I� m ull 5 0 0 0 ® mb La 3 0 >> r- m» .� 41 �mN > m Cc > ::3' o 0 0 E m 3a �> E La>N� �O 'bo O O O -a E � » IA >_ > 13 �o�t >T �L� -cc mLll O NO NO N r O Q m> EN� N � » J c = ��E N N m>mN 04 L 3aR > L 3 �>>> p N ip N E,na It Co °R b r. ESE C* m>> b = m . 3: 13:1 1 j& of i' � € > co itaR D N > > � C4 P; .- N � >> m m om_ CO j N » E >h�O >� > ddd]]] L is coci L 3 z= J Lateral Load Distribution & Overturning Moment Page s MaxQuake ®1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Firm: L J WARNER AIA Job: Hall -50532A Sir Larry Wamer AIA CSI 099.03We7 Construction Design Software teral Line A Line B Line C Line D Line E Line F Line G Line H rce :DIsbib Sels %= Wind %= W/ft= if W, sn RM= if'vf.67,°s'.85 OTM= if SYk VneI!" Vadj= V= StanV= 12 fl A/Sum IIIA bt W Af6urn vAA Sum lev. area 42EWWk Sgal.90-Lit SumV from ad Ln Ln% ax SaW ad +Vabv+V SMI % SNV % Sm ° Sm S SMI % SM/ Level Sell W/ft RM OTM Sell W/ft RM OTM Sea W/ft RM OTM Sea Wit RM OTM Sell W/ft RM OTM Sell W/ft RM OTM Seg W/ft RM OTM ft W/ft RM OTM SW V wall '104w- / V level Frame V hmet Val line B VE4 line AorC Va4 line BorD W4 line CorE V94 line DorF Vadj line EorG VO4 line ForH VO4 line G V level 2nd level V/ft 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V lot % SMI 17.6 22.5 % SJW 42.2 40 % S/W 32A 27.5 % SNV 7.81 10 % SNV % SNV % SM/ % SMI Level Sell W/ft RM OTM Sell Wit RM OTM Son W/ft RM OTM Sw W/ft RM OTM Sell W/ft RM OTM Sea W/ft RM OTM Sea W/ft RM OTM Sell W/ft RM OTM Seismic 1 273 29.4 30.3 1 216 1.47 19.7 5,330 2 216 1.47 19.7 p'° 2.20/ (r max Ab".5) Vadj line B 1.58 VO4 line AorC Va4 line Bal) Vadj One CorE 2.39 VO4 line Dal' VO4 line EorG VacQ line Forth - VacQ line G 1.43 r= V above r- V above r= V above r= V above r= V above r= V above r= V above r- V above .37 1st lev V 0.94 let lev V 2.25 1st lev V 1.73.0.94 let lev V 0.42 1st lev V 1st lav V 1st lev V tet lev V s Sum V 2.52 s Sum V s Sum V a Sum V 2.81 Sum V Sum V Sum V Sum V S/W 17 22.5 % SMI 42.4 40 % S/W 33 27.5 % &W 7.56 10 % SMI % SNV % SNV % SM/ Level SM W/ft RM OTM Sell Wit RM OTM Sq W/ft RM OTM Seg Wit RM OTM Sell W/ft RM OTM Seg W/ft fill OTM Seg W/ft RM OTM Seg Wit RM OTM P' 2.20/ (r max Ab".5) Vacs line B Va4 line AorC Va4 line Bal) Vadj One Cod--- VacQ line Dorf Vacg line EorG Vecij line ForH Va4 line G r- V above 2.52 r- V above r- V above r- V above 2.81 r- V above r- V above r- V above r- V above Bsmt V Bsmt V Bent V Bsmt V Bsmt V Bsmt V Bsmt V Bsmt V w Sum V I w Sum V w Sum V w Sum V I Sum V Sum V Sum V Sum V V Shear Wail and Hold Down Requirements Pap 7 MaxQuake ®1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Finn: L J WARNER AIA Job: Ha11-50532A By, Larry Wamer AIA CSI O".03We7 Cond m don Design Software Line 1 JUne 2 lune 3 JUne 4 Line 5 Une 6 Line 7 Line 8 Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg Lg). I _ inimum H Don T from Hofd4own and I Vall Shy Schedule on 9. HD DHO D D HD' no HD Level Uplift U Type Seg Uplift Type Sag Uplift Type Sq UpliftType Sag Uplift Type Sag Uplift Type Sag Uplift Type Sag Uplift Type 1,2,3.. Weil Lines Run _ From Front to Shear(pif) Shear(plf) Shar(plf) Shear(plf) Shear(plf) Shear(plf) Shear(ptf) Shear(plt) Bads Wall Type I Wall Type Wall Type Wail Type Wall Type Wall Type Wall Type Wall Type Roof fit Rmn Side to Side rusted bv Left and Right Ext Walls UPI ift Rf 2 41 Fad IM Uplift Detail A Rf 2 & Ext WI NA lot- HD HO HD HD HD HD HD. HD Level Seg Uplift Type Sagplift TUplift Type Sag Uplift Type Sag Uplift Type Sag Uplift Type Sag Uplift Type Sag Uplift Type °a 137 A NA a c d 137 a NA Shear(plf) 87 Shear(plf) 69 Shear(ptf) Shear(plf) Shear(pll Shear(pif) Shear(pit) Shear(plf) Wall Type A 8 Wall Type A S Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Side lo Side resisted by left and Right Ext Wails Uplift (p") Rf 1 Q Ext WI 66 Uplift Detail a Rf 18 Ext WI A T S old -Downs must run continuous down throeah the Wali below to the Foundation. If no Well below, tie to Beams stied for Hold -Down Point Loads. line HD HD HD HD HD HD NO HD Law Sag Uplift T Sag Uplift T UP1111 TSeg UPIM T Uplift Type 809 Uplift TSag Uplift Type Sag Uplift Type Shear(pif) Shear(plf) Shea" Shear(plf) Shear(plf) Shear(pif) Shear(plf) Shear(plf) Wall Type Wall Type Wail Type Wall Type Wall Type Wall Type Well T Wail Type Shear per Linear Foot (Shear(pit)) = Sum of Shear at that Line & Level (Sum 1) / Linear Fat of Shear Wall at that line & Level (Sum Seg Lgth) Minimum required Shear Wall Construction or Shear Frame for Wail TviDe Svmbol is selected from Shear Wall Schedule on Pane 9. Shear Wall and Hold Down Requirements Page 8 MaxQuake 01985 -Archforms Ltd. All Rights Reserved - Lateral toad Analysis & Date: May 05 2005 Firm: L J WARNER AIA Job: Hall-50532A BY: Larry Wamer AIA CSI 089.03We7 CondacNon Design Software Line A Line B Line C Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RM) / Segment Length (Seg lg). - Minimum ired Holo Down T selected from Hold down Wall S Schedule on 9. d HD D HD HO Level Seg Uplift Type Beg Uplift Type LftU IIft Type Seg Uplift Type Seg Uplift T Uplift Type Seg Uplift Type Sag Uplift Type B,C.. Wall + Lines Run From Side ' to Shear(pM Shear(plf) Shear M Shear(plf) Shea" Shear(pit) Shear(plf) Shea" Side Wall Type Wall Type Wall Type Wall Type Wail Type I Wall Type I Well Type I Wall Type Root Uplift from Front to Back resisted by Front and Back Ext Walls U t Rf 2 6 Ext Wl U in 191 Rf 2 & Ext WI NA let HD HD HD HD HD HD HO HD Level Sag Uplift T Sag Uplift T lift Type Sag Uplift Type Seg Uplift Type Seg Uplift Type Sag Uplift Type Seg Uplift T 1 45 A NA 1 4,551 A HS 2 4,851 A HS Shear(plf) 140 Shearom Shear(ph) Shear(pN) 351 Shear(ptt) Shear(plf) Shear(plf) Shear(plf) Wall Type e 6 Wail Type Well Type Wall Type e 4 1 Wall Type WWI Type Wail Type Wail Type Roof Uplift tram Front to Back resisted by Front and Back Ext. Walls Uplift(" Rf 1® Ext WI 53 Uplift Detall C Rf 1 & Ext WI 0 T StramMold0owns must nm continuous dawn brouah the Wall below to the Foundabon. If no Wall below, tie to Beams sized for HotdDown Point Loads. Base HD HD HD HD HD HD HD HD Level S09 UPlIft Type Sao UplIft TUplift Type Sag Uplift Type Sag Upltft Type Seg Uplift Type Sea Uplift Typo Sag Uplift T Shear(psfl Shear(plf) Shear(plf) Shear(ptt) Shear(pif) Shear(plf) Shear(pit) Shear(pll) Wall Type I Wall Type I Wall Type I Wail Two I Wall Type I WWI Type Wall Type Wall Type Shear per Linear Foot (Shear() = Sign of Sher at that Line & Level (Sum 1) / Linear Feet of Shear Wall at that Line & Level (Start Seg Lgth) Minimum required Shear Wail Construction or Shear Frame for Wail Type Symbol is selected from Shear Wall Schede on Paae 9. N cr Shear Wall and Hold Down Schedules Page 9 MaxQuake 01m Archforms Ltd. Date: May 05 2005 Firm: L J WARNER AIA All Rights Reserved Lateral Load Analysis IL Job: Hall -50532A By: Lamy Warner AIA CSI I 099.03We7 Cenetruetinn ftaslan OafhuAra SHEAR WALL OPTIONS: Place an *X' in the appropriate shaded block. S eclat Zone Hardware Mfg. Wali Framing Materia) X No X Simon X Doug Fa or So,Pine Los Angeles Area KC Metals Hem Fk (s.gray.<.49) USP•S!tWKent 3-1/2" Metal Studs 94 UBC Other (Apx.C) -To Customize, Ovenwite Schad. on Apx. C below Other (See Apx. C) Select only one option under each heading (except System when using frames) Shear all System PIVIPB Wail Sheathing Fasten n X , SW -A II Pywd or PB X 3/8'or12' CC or CD Py X Sd SW-Gyp,Stuc or Py 3/rorl2' Strut I Ply 10d HF- Hardy Frame 3/8'orl2' CD Py c/GB 14gs Staple SF -Simpson Fane 12"Ext M,S/M-2 Prtd Bd 1' Screw ZF -Z Frame Other SheathhtglFastener Combo (See Apx. C) WIND AND EARTHQUAKE DATA 97 UK 12' Py SHEAR WALL SCHEDULE 40"oc 8"oc Zroc . 4 A 4 380 12' Py d" 2roc 40oc 15"oc 144oc Wind Speed mph 75 seismic Zone 3 12' Ply Wali Shear Wall Edge Anchor Plate to FI. Plate Importance Fact. 1 Source Type B 1/20Ply Type Load Sheathing Nail Bolts Nail Lag Clips Expose a Cat B Fault Distance 20 ea side 12' Py Symbol jpltj Material 14"oc 518'x12 16d Ili" A35 Wind Pres.horiz, psf 11.69 soil Profile SD ea side 12' Ply 3' 1040c GF:880 GF:140 GF:480 GF:450 mf 4.29 Response Factor 5.5 as side 12' Py Note 1,2 Note 3 Note 6 Note 7 Note 6.8 Note 9.1C WALL HOLD-DOWN & STRAP SCHEDULE Symbol Uplift Post FI to FI Anchor Type Bolt lbs. Size Strap Straps HD Dia. Note 3,4 Note 2 Note 2,4 Note 2 NA UP TO 30o use the n0ttt-0owm a=ss or below read type A His 1,005 2x CSV 20'+ PAND42 A Hit; 1,650 2x C816 31r+ LTT20 A H2 2,775 2-2x MST 48" STHD10 ND2A A H5 4,685 2.2x MST 80' PHD5 A H6 5,800 2-2x MST 7r PHD6 A H8 6,730 2.2x CMST14 680+ PHDB A H10 9,540 4x CMST12 90"+ HD10A A H14 11,080 4x ND14A A HIS 15305 6x HD15 ? AddInches to A to A Tie strap for gap across Joist 1 Straps and HD's as Mfg. by Shmpson Strong -Tie Co. Cat C-99 2 Nall Straps & Holdamns W10d (2x max pen.1.6/8") See Details and Mfg. Data for Nailing, Bolt and Embedment Requirements 3 If No Cont Rim Joist Add Lgth Of Gap.10d at CS, 16d: CMST & MST 4 Straps and Hold -Downs must run continuous to Walls below; If no Wall below, be to Beams, sized for Holct m Point Loads as speed per symbol or any A 6 260 12' Py 6' 40"oc 8"oc Zroc 20'oc 4 A 4 380 12' Py d" 2roc 40oc 15"oc 144oc 4 A 3 490 12' Ply 3" 21'oc 11.0c 1100c 4 A 2 840 1/20Ply r 16bc rbc 8"o0 4,5 A 44 760 ea side 12' Py 4" 14"oc roc roc 4,5 A 33 980 ea side 12' Ply 3' 1040c 6'oc 5400 4,5 A 22 1280 as side 12' Py r 8.0c 40oc 4'oc 1 Sheathing: 318'-12" (4 ply min) CD, CC Py with all edges blocked 2 Framing: 2x DF typ ®16'oc., 3x told If 14d wV+1-5/8' penetration, 2' or Yoc 3 Typical Fasteners: 8d Common or GaIv. Box rails (no sinkers), nati field @17 4 3x at plate and panel edges at walls wl Shear over 350lbs, nall min. 12' from edge 5 Offset panel edges on oppositB sides of wall and stagger plate splices 6 Anchor Bolts (ASTM A307) MIn. r imbedment, wl 2'xrx3/16' Plate Washer 7 Stagger 16d nab in 2x, No at 3x plates when no sheathing continuity to Rim ,Joist 8 Pre -drill 318' hole for lag. Provide Washer. AcQust 10 for r penetration Into Joist 9 Clips: Plate to Blocks only told If no shear sheathing continuity from Wail to Blocks 10 Anchors and Clips as Mfg. by Slmpsm Sft*rtte Co. Cat C-99 �1. Shear Wail and Hold Down Schedules Page 10 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Finn: L J WARNER AIA Job: HaII40532A By, Larry Warner AIA CSI Q99.03We7 Construction Design Software DIAPHRAGM OPTIONS: RiIFI Framing MatIFI piaphragm Fasteners DF or So.Plne X All Unblocked - 8d Com Only -Hem COLLECTORME AND DIAPHRAGM SCHEDULE Fir Rf UnBlk, FI Blk X 8d@Rf,10@F1 101her ax. CIT MCollector/Tie Tie Tie Rod Block All Edges 10d Com Only Type Force Cont Joist or Strap Washer 14 ga Staple Symbol (Ibs) Solid flocking or Cont. Dia. Dia, HD To Customize, Overwrite Schedule or See Apx. C Other less of C&T per to grain: 425 Joist 20ksf 625 Note 1,2 ,6 Note 2,3,4 Note 4 Note 5 Note 1 Use CollectorMe as speed per symbol or any below NA 300 A C1 2,231 20 MST27 A C2 . 3,508 2x6 MST37 3/4' 1.79 2- HDSA A C3 4,405 2x8 MST48 718' 2.24 2- HDSA Frame Model Plumbers and Unit Shear Capacities (Ibs) Height 7 It 8 It 9 It loft Lam A C4 5,800 2X10 MST60 7/8' 2.96 2- HDBA A C5 6,440 202 2- MST37 7/e' 3.28 2- H08A A A A C6 8,310 2.2x10 HSTS 1/8' 4.23 HD10A A A C? 11,170 2.2x10 HST6 7/8' 5.69 2-PHD6 A A co 17,691 3.2x10 7/8' 9.01 2- HD10A A ? ? ? ? ? 1 Provide Cont. Rin Jolst/Rafter or Soild Biocdrg at all Shear Wall (kid Lines 2 A property sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Tie continuity 4 Run AD -thread Rod thru RfVJst,10 ShearM, secure ends W Washer or HD 5 Provide Washer w/ Dia. (Inches) at end of blocked RfYJst bays, Mal. Iron or 1/4' St. 6 Connect Continuous Coilectornie m shear wall as required by Shear Wall Schedule 7 HD at Rod to Shear Wait and/or Rft/Jst. Mfg. by Simpson Strong -Tie Cat C49 ROOFIEXT. WALL UP -UFT SCHEDULE Roof Shear Diaphragm Edge Floor Shear Dlaph. Diaphragm Load Material Nall Diaphragm Load Material Wali Uplift Stud to Plate Plate to Rafter Stud to Rafter Type W at 16' oc at 24'oc at 16' at 16' oc Symbol Note 1,2,4 Note 3 Note 1,2 ,4 50 Nail Nail A T 100 Pty Nailing or H2 H2 A R68d 180 1/r Ply 6' A F16 215 31C Ply A U 180 A35 H4 H2 A V 310 SPI H10 H1 H2 A W 460 SP4 H7 H10 LTS10 A X 600 SP2 H10 H7 A R4 1l2' Ply r A F4 3/4' Ply A R3 1/2' Ply 2.112° A F3 3/4' Ply A R2 11r Pty r A F2 31C Ply ? 7 A Y 1,170 FTA2 A Z 2,580 FTA7 1 Sheathing: Floor 314 CD -AC Py/OSB, Roof 112 CD or CC Pty/OSB, Unblocked 2 Framing: 2x typ, 3x rec(d if 10d pen more thant-5!8', or nails spaced less than 3'oc ? 1 Anchors and Gips as Mfg. by Sinpson Strong -Tie Co. Cat C-99 3 Typ. Fasteners: 8d Com. a Roof,10d Com. @ Floor (no sinkers) field 12"@Rf,10'@FI 4 Continuous Rim Ratter/Joist recommended at perimeter of unblocked daphragms 43 0 . -W Coiiectorfrie $ Diaphragm loads, Lines 1.8 Page 11 MaxQuake Archforms Ltd. Ali Rights Reserved Lateral Load Analysis & Date: May 05 2005 Firm: L J WARNER AIA .lob: Hall -50532A lhr Larry Warner AJA CSI 499.03We7 Construction Design Software Line 1 Line 2 1 Linell 1 Un0 4 Line 5 1 Lines Line 7 I Line 8 Seg CR Load (back) - max. load on the Collector Me between this and Seg above. CR Type - min. adequate CoilectorMe. Seg beg - feet Seg begins front of Quad Line. hnt - GT 09 at front side of the front most Seament. Shear - theav D$B= Shear allonointo. IF' Line CIT discontinuh. CfT Load CfT S Loa CfT CIT CR S Cir Seg Roof back Type S back Typ beg Sag back Type beg §V back T back T Seg back T back Type beg Sqback Type beg 1,2,3.. Wad Unes Run From Front to front front front front front front front front Back Shear(pM Sheara" Shearo" Shear" Shea" Shearo" Shear(plt) Shea*M Rf Diaph Rf Dlaph Rf Diaph Rf Dlaph Rf Dlaph Rf Oleph Rt Dialph Rf Ola h 1 RI CIT Load CIT SalCR Load CIT Sq CIT Load WT Sal CIT Load CR Sej CIT Load CR Seg CIT Load CfT Sq CIT Load CIT Sej CIT Load W Seg 2 Fi Sig back Type back T Sag back Type back Type bej Seg back T back T back T back Type bN a a c 573 A C1 d 686 A C1 front 278 NA front 251 NA front front front front front front Shear(ptf) 35 Shear(pM 63 Shear(plj Shear" Shear(pIQ Show(plf) Shear(plf) Shear(pM W Dlaph A R6 Rf Olaph A R6 Rf Dlaph Rf Dlaph Rf Dlaph Rf Oloph Rf Oleo Rf Dlaph FI Dlaph A FS FI Mph A F6 FI Diaph FI Dlaph FI DlaO F1 Dlaph FI Dlaph FI Dlaph •t CIT Load CIT Seg CIT Load CIT CIT Load CIT Seg CIT Load CIT CIT Load CIT CIT Load CIT CIT Load CIT S CIT Load GT Seg Floor Sag back Type beg Seg back Type beg Sag back Typ bec Seg back Type Sm bads T back T back T bad Type beg front front front front front front front front Ste ar(ptt) Shear" Shear(ptQ Shear(pl) Shear(plQ Shearo" Shear(plf) ShearW FI Dlaph FI Dlaph FI Dlaph Ft Dlaph Fl Dlaph FI Diaph Fi Dlaph FI Dlaph If Rf or Fl Dlaph return `block?, load values are higher than the daphroan capacity. Change to blocked diaphragm or fastener Option 10 or add Shear Wail 3or4 '* CollectorMe & Diaphragm Loads, Lines A-H Page 12 MaxQuake ®19N Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: May 05 2005 Finn: L J WARNER AIA Job: Hall-50532A B4. Larry Warner AIA CSI Q".03We7 Construction Design Software Line A Line B I Line C I Line D Line ELine F Line G I Line H Seg CIT Load peft) - max. load on the Collector Me between this and Seg to left. CR Type - min. adecliate Collectorfrie. Seg beg - feet Seg begins right of Quad Line. riaM - CIT 09 at fiahtside of the rkk most t Shear - the = Dia Shear a e Line if' correct Li CIT discontinuity. 2nr CR Load CIT S ad CIT S S Sq Sel Load Cft Seg Root Seg left Type Sag left Tpe Sag left Type Seg left Type bec Seg left Type beg Seg left Type beg Sag left Seg left Type Wali Lines Run From Side to right right right right t lot right right Side Shear(pttl Sheeran Shear(phl Shu"Shear(pto Shearm Shear(plf) Shear(ptt) Rf Dia Rf Dl h RI DI h Rf DI Rf Dla W DI Rf Dia Rf Dlaph I IV CIT Load CIT CIT Lad CIT CIT Load VT CIT Lad VT CIT Lad CIT CIT Load CIT CIT Load CR CIT Lad CIT Seg 2 FI left T left tSq left Type ft left Type beg Sm left Type bq Seg left T left T left Typ beg 1 1 2 1189 A C1 right 775 A C1 right right right 2182 A C1 rVd right right Shear(plt) 97 Shearo" Shear(plf) Shear(plf) 108 Shear(plf) Shear(" Shear(pif) Shear(" RI Mph A R8 Rf Dlaph Rf Dlaph Rt Dlaph A R8 Rf Mph Rf Dlaph Rf Dlaph RI Mph FI Dlaph A F8 F1 Dlaph A DIa h FI Dlaph A F8 Fl .Dla h FI Dlaph FI Dlaph A Mph Ist CIT Load CIT Sel CIT Load CIT CIT Lad CIT SM CR Load CIT Sol CIT Load CR Sel CIT Load CIT Sel CIT Lad CIT Set. CIT Lad CIT Seg Floor Seg left Type Seg left Type beg Seg left Type bq SM left Type beg Seg left TM beg Seq left T left Type bec Seg left Typ right right right right rightt Shear(plt) Shear(PM Shear(plQ Shear(pt) Shear(ptf) shear" Shear(plf) Shear(plfi FI Mph FI Diaph FI Diaph FI Dlaph FI Dlaph FI Dlaph A Diaph FI Dl%* If Rf s are hidw than the diaohmarn capacity. Channe to blocked diaDhraorn or fastener 10 or add Shear Wall 3or4 W Ir %wo " Wind Pressure for Components & Cladding Page 13 MaxQuake 01995 All Rights Reserved Archforms Ltd. Lateral Load Analysis & Date: May 05 2005 Finn: L J WARNER AIA Job: Hall -50532A BY: LYN Wamer AIA CSI Q".03We7 Overturning Calculation Template Wind Wind Pressure P and Wind Coefficients GCp for Components and Cladding of enclosed Buildings Pressure for GCp Vertical Wind Loads for Gable or Hip Roofed Buildings Horizontal Wind Loads for Buildings Wall. Do 10 GCP '3 0 -2.6 -2.2 GCp -3.0 -2:6 -2.2 14 IZ' GCp 20 -1.6 -1.4 •1.2 Hodz P 11.7 GCp -3,6 -02 Uplift -3,4 -40 -i:so -1.8 -o s e w W or -3.2 -37 .i:4 -1:4•0.8 r rI e e Out- -3.0 •35 Force -2.8 �3 -1.2 -1.2 6 E of Roof Plus: In, Minus: out, design for -00.6 --0 1 maximum t pressure -2.4 •28 1,2 For partially enclosed buildings -2.2 -26 0.4 0.6 0.2 0.4 1.6 +GCp add 0.1, -GCp minus 0.4. -2.0 -23 1.6 21 Flgure1606.2D GCp for Roof Slope 0 < a < 10 IGI So 151I-IIEM 0 < a < 10 10 < a < 45 Reduce GCp 10% when a < 10 Figure 1608.2C Wall GCp -1.6 -19 -2.8 -2 8 ZI 4 (4_ Vertical Wind Loads for Monoslo a Roof: p -1.4 -16 .2 .6 •2.4 -2.6 -2.4 l► -3.4 -3.2 �Z� '� -1,2 •14 -1.0 -12 -2.2 •2.0 -2.2 -2.0 -3.170 -2.8 -0,8 •9 -18 -1.6 -2.4 -0.6 -7 -1.4 .1.4 .2.2 -0.4 -5 -1.0 .1.2 SlRoof -2.a°-0.2 -2 o.s a -00.6 E -1 1.4 r S 0.0 0 Down 0.2 2 04 0.4 •1.2 -1'0toad E of Roof 0.4 5 °'6 0.6 Figure 1606.2E 3 < a < 10 or 0.6 7 Flgure1606.2E GCp for Roof Slope 10 < a < 30 In- 0.8 9 Force 1.0 12 1.2 14 1.4 16 -1.8 -1.8 •1.2 -i :6 -1.6 -1.2 O<a<10 10<a<45 -3.6 .g 2 -3.0 -2.6 S C 3<a<30 1.6 19 .�:8 -0:8 a 2.2 Note: -0.8 -0.8 a 1. Values -2:8 are for enclosed Buildings, 1:2 o -i:4 2. SBCCI Values 10r-1.2 GCp are equivalent 0 20 100 1000 0 20 100 1000 Overhang GCp include effect 4 20 1 rnr Reduce C 10% If 3 < a < 5 to UBC Table 16-H Effective Wind Area sq.tt. Effective Wind Area sq.ft. of both upper & lower surface Effective Wind Area (sq.ft.) If a< 3 see Figure 1606.21) for values of C . I Figure1606.2E GCp for Roof Slope 30 < a < 43 Degrees Figure 1606.2G Monoslope Roofs 10 < a < 30 Degrees NOTES ; So",_�,.,,RESIDENTIAL 1 047-67-0-019port 99-0461 BPEM SCHUSTER,• Steve %S a ing, Chico lot 27 (new SF) Sorenson Const �r 1 3 - SPECIAL CONDITIONS _ CHECKED 'BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY E.1NyIgo,4lk L USE PERMIT CONDITIONS + SUB -STANDARD HOUSING LETTER OFFICE COPY 1 yAddress9'5 em_�amilg } 7L L ' GAS g �g Meter By Date ELECTRIC iMeter By _ Date JOB FINALED (Date) Signature GREGORY A.,.PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE -E-. CHICO, CA 95926. (916) 894-5719 P�PAf� �u��,�, s��. c- . ✓ = 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 My Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) Zoning Requirements -Setbacks -Easements 5. Electricity; Location-Clearances-Grnd-/ -/Amp-Concrete Footings; Size -Spacing -Marriage Line 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Gas; MH Test -Demand -Valve -Connector 7. Well Clearance & Disconnect Electricity; MH Test -Crossovers -Breakers -Clearances 8. Utility Clearance i MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector ' { 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cen. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal 1. Setbacks -Easements Date 2. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 i 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.-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 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.Lightng, 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 i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I ✓ = OK 0 = Not OK - = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Iinderfloor (Plans) OK except #'s 11 fi5jling-Setbacks- Easements- Flood- Slope Main; Soils-Elec. Grnd.-/ r Vtg. Depth Gar ge; Soils -Steel -Elea Gr .-/ ti /" Ftg. Depth 4 ches & Decks; Soils -Ste -/ r Fig. Depth alts, Main; Steel-Blockouts-Wrapped w s, Garage; Steel-Blockouts-Wrapped 6a) owns and Special Anchors ' 8. Pi rs-Fireplace Ftg.-Steel A. WV.;; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1' . 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 Card B-11Gw Date Card B-1 Date 6 f Card B-1 ate Card B-1 Date PLUMBING (Pe tt) OK except #'s 17. Water Htc(VeljAccess-Combustion Air Baffle Anchor -Nail Protection ( 19. D.W.V.; 7taLl7ittings & Anchor -Nail Protection (20. Shower an; Test, First Floor -Tub Access 21. Tes( u�& Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date )2--')-q g Card B-1 V15 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Continued) ES ECMICAL (Permit) OK except #'s Hangers -Post Ca - nchors-Connectors 2,'r'FixtuEe4 Transformer Clearance -Ins. Protection 48. 24. . Receptacles Spacing -Lights & Switches at Doors Access; Size & Romex Protection -Draft Stop -Ins. Baffles 2 Size es & No. of Conductors Stapled 26. omex Installed Close to Edge of Studs & C.J. Property Line Firewall & Openings 27. Equi ound made up w/Mech Fasteners- ater 54. 2 ' nce Circuits in Kitchen & Conductor Size GFI Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 2 . Subfeed Wire Size / Y / ga. Cu .C. Wire Size / / ga Cu or AI 30. Range Circle/, / ga Cu or AI -Oven Circ. / / ga Cu or I In§jAWed Neu' I p Yes W46 --, S �e-Riser Conductors & Ground Main Disconnect 3 ip. Clearances Panels-Motors-Mech. Equip. ,u/clothes Closet Light -Shower Light -Spa Light r Smoke Detector Date i Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A&Ructs Insulation & Support 3 . ent Fan, Exhaust above insulation 37-6- .adensate Drain & Overflo , Size & Grade 3 . Furnace -V nt Access -Com . Air r ent 115 outlet Attic Access & Platform if Furnace in Attic Date tZ,- 7- , Card B-1 t/ Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Si er Materials & Anchors tuds-Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 3. Draft Stop in Walls (rat proof) 44. dire Stops, Furred Ceilings -Stair Chase ubs Headers & Beams -Size & Bearing m - Date FRAMING (Continued) 6. Hangers -Post Ca - nchors-Connectors 47. Cling. Joist -R4 Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng, 48. Fireplace Ties A Flue- ireplace Throat Clearance 49. Access; Size & Romex Protection -Draft Stop -Ins. Baffles dr ' Windows or Exiting Doors -Sill Ht. & Dimensions arage 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-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 5 hear Walls; Nailing -Bolts 60. Brace Interior/Exterior I Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date y Card B-1 )V�7r Date Card B-1 Date 2 Card B- jt/l3 Date Card B-1 Date INAHPlans) OK except #'s mace Vents -clearance -Comb, Air -Connector - In e; `ove Floor-Ducts-Mech. Protection Bedroo "g 67,,15-F-1. & Bath Fixtures & Tub Access -Spa 68. Elec. ubpanel, Breaker Sizes & Labels fairs & Rails 70. Firepla rSt6ve, Clearance -Hearth 71 ec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fjxt. & Appliance; Ground -Air Gap -Cooking Clearance _ 7 lec. (Qu&le S Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure 75. A.C. ct in Garage -Damper 76 tr. Htr.; Vents- rance-Comb. Air Connector-P.R.V. rage; Above Floor-Mech. Protection 7. Elec. & Mech. Equip. Listed for Location ,78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 79. I am -Looked in Attic fd'Guard Rails & Deck Construction -Post Caps 81. Fdn. VB% -f<& Crawl Hole Door Drainage & Wood -Earth Cie once under Floor O Yes 8 owing Instld./Drive J Yes ] No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. UpWDisconnect, Electrical -Plumbing 85. ove Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. Water_Weir, Disconnect, Electrical, Plumbing 87 xterior Elec. Trim, G.F.I. Receptacle -Underground 88 i ation Throug out House 89. GI rotection 90. orrections from Previous Inspections 91. Gas Tesf-Malars Tagged. Gas -Electric 92 ater & ewer Connected -C/O to Grade -HD Approval 9 ergy Compliance Certificate -Other Certificates Date ffr.5 Card B-1 U (7 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: t C a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES + 411 MainStreet • Chico, CA • (530) 891-2751 .7 County Center Drive • Oroville, CA • (530) 538-7541 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 correctee.—Please notice this office when correction of work is completed. If you have -an qustions pertaining to this matter, or need additional explanation, please contact 'ice ' ediately. ✓ �/ CJSgala F i, •lf �_ O . rr I r c i. 0. - � n �- — � ...f. S. In . 0 'ON Date /?- 7— 92 Inspector- REV nspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES t„ 411 Main Street • Chico, CA • (530) 891-2751 :`. 7 County Center Drive,• Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the j above address and should be corrected. Please notice this office when correction of work is `l completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �A /, Gt. o t Its- {r� Cat. �y. IIIIIIi Ea" . Date 3®/ Inspector REV 1T/92 i'i �i ' COUNTY OF BUTTE ss �. BUILDING DIVISION¢ DEPARTMENT OF DEVELOPMENT SERVICES f �t 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541'. CORRECTION NOTICE .un OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the •rd above address and should be corrected. Please notice this office when correction of work is `V, completed. If yo have any questions pertaining to this matter, or need additional explanation,,;`' please contact s office immediately. eco Date Inspector 06JAP REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT e3/— 0,ey ASSESS(% C.t7. �, PORT / 111 ZONING BUILDING PERMIT OWNER STEVE SCHUSTER TELEPHONE SO- FT, OCC. BUILDING VALUATION 2828 R 3 152,280.09 . 1NER�TNVVES&209, CHICO cG�T�38�SEj��ON CONST T873 1858 72i U 12,978.99 609 6 7,917.00 "' T4 RTDGESIDE, MAGALIA CONSTRUCTION LENDER Fireplace Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $ ARCHRECT OR ENGINEERS MAILING ADDRESS A-iiPlan Checking Fee $ BUILDING ADDRESS CHICO ' Energy Plan Checking Fee $ 85 $ 23.00 PERMIT FEE $ 1 542.85 LOT NO. 27 SUBDNIS IONS NAME PHEASANT LANDING PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 11 7.00 105.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK }X( New ❑`" Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W@20.00 PERMIT FEE $ 185.001 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i`n` 'full force and effect. G� License Class 1 / I 5 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: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. i I, as owner of the property, am exclusively contracting with licensed contractors IJ❑ to construct the project. I 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. Q, I have and will maintain workers' compensation insurance, as required by Section r 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' com a 1 o insur ce car ier and policy number are: Carrier - Policy Number "1 (The above sections need not be completed if the p rmit 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' laws of California, and agree that f I should become subject to the� workers' compensation provisions of section 3700 of the Labor Code, I shall fbrthwi ply with ho provisions. I �Q X!� _ Date ~ �( //Sigriaturg o Applicant - ❑ Owner d'''Contracto. ❑Age t �An OSHA.permit is required for excavations over 5'0" eep and demolition or onstruction of structures over 3 stories in height. ,% �% a���� 7 U? c, Main Service TO 46. 00 WEU200A CCU000A so SO. NEW CONST. DWELLING OCCUP. 3.50 ( ACC. BLDSTFT. ORNEW CONS. M NON•RESID. @7.50 ' POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ 1.50 Ex. Occu . ounFis RESID.LNS OEA. 5.00 Temporary Service 23.00 ri nn Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TAL FEE $ 2,058.30 �HAZ. FE IMPFLOODcompensation ✓ - 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. [� 9 By atet-1 PERMIT EXPIRES ON "� 2, ,/� ate Receipt No. HA - PINK-1NSPIECTOR GOLDENROD -APPLICANT WHITE-D.D.S.-B. D. CANARS O 03/0200 J 1 'INSULATION 8734203 r I ti I �{ ❑ P.O. 6f: �" I I ❑ 1309 ►: l ❑ P.O 3 ❑ ��zr sPir,^303 1 .. n! ul '1FR i:CIPY N0.919 IP02 APAIUVWO Certificate of Conformance, Certificate 050914 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below and marked with a collective mark of Engineered Wood Systems (EWS) were man- ufactured In accordance witli Ilse specifications Indicated below. NX ANSI Standard A190.1-1992, for Structural Glued Laminated Timber %/fiS s T!� CF.4TiFy 7W,4 r 30 , ,�109_40_'z)_ / J TL7741 Job Name _..__WESTERN BUYERS INC. Job Location Customer's Order No..WB.- 23591 Date 7/30/96 Migr's order No. 09-04489 DOUGLAS HRAARCII, EXTERIOR GLUEL_24001`44, ARCHITECTURAL APPEARANCEL INDIVIDUAL WRAP„ ENDS b SIDES SEALED, 2000' RADIUS CAMBER, Signature Z�" Title QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP. Address P. 0. BOX 50 Date`�— BOISE, IDAIIO 83128 IT IS HEREBY CERTIFIi=D that the structural glued laminated limber production of the above-named manufacturer which carries a collective mark of Engineered Wood Systems (EWS) Is subject to regular audit by Engineered Wood Systems, such audit consisting of Ilia Inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and they adequacy_of glue bond. THE BUILDER'S CHOICE Art Lane Contractor Sales J 1100 E. 20th Street P.O. Box 689, 95927 Chico, CA 95928 Phone 916/342-6335 Fax 916/343-1158 by , Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS - A RELATED CORPORATION Of APA INTER -DEPARTMENTAL MEMORANDUM �(o TO: BUILDING DIVISION, OROVILLE FROM: C • 13a7%le, Z,, Sr , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR OWNERNAME• —SEPTIC: WELL: AP#: -97-670-037 ADDRESS/LOCATION: Z��usf� �n Comments: GL Id ' 4 �,r- � �� _ --- 1 � �'� � +� �. � � d�-� 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 95 G' // Z/ ASS ESSOR PARCELNU 8 - - r-�(6h ZONING BUILDING PERMIT OWNER \ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING e�, (j �v Q / C) U 11•� J` �1/.QJ\ t1O CONTRACTOR'S E LEPMONE 3- I �5 3 Q -0- CONTRACTORS AtM CONSTRUCTION LENDER a Fireplace 3, OOd - LD LENDER'S MAILING ADDRESS Total Valuation $ Filing Fee $ _ 2 D • o o ARCHITECT OR ENGINEER LICENSE NO. Permit Fee _ p $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee S - - BUILDING ADDRESS �^ �.fcm' Energy Plan Checking Fee' 5y2 _ " PERMIT FEE S LOT Q_Jl!1//v','�^ SUs ION'S11. _L0 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap /ST 7.00 j)O USE OFSTRUCTUR SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15',00 Each as water heater or vent 15.00 g, 0 TYPE OF WORK New 14 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ ( Other ❑ Describe Work: c�/a J3 Gas piping system 1 - 5 outlets 15.00 I S',C)o Building sewer 15.00 'I OJD Mobile Home S G W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 0. RR LE B's 23.00 ba LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my licer�6 is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, s owner of the property, or my employees with wages as their sole compensation, III do the work, and the structure is not intended or offered for sale. [3I, as owner of the property, am exclusively contracting with licensed contractors o 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction tures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. 01EwNG OCCUP. SO OR ADDNS. a ACC. eLos. 3.5¢x; 15 INgµg61D. T. MULTI -OUTLET @7,50 POWER APPARATus 8 SINGLE Ol1IlET CIR 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES SAL 9 .w FIXED APPLNS. OR Ex. Occup. ovrLETs RESIO. EA 5.00 Temporary Service 23.00 dl) Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating ,01D ,OO Cooling 5r 0 75100 Hood 6.50 b Ventilation () I Q q _ PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee I $I Q OCC CONST. TYPE TOTAL FEE ,AZ. O FE IMP FLOOD I CDF ARC HD ISSUE This permit is hereby ssued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been Q�^ CJ1 .�J By Date PERMIT EXPIRES ON provisions to paid. to do work tR,ceiptNo.. c% .D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT 'A -000 .............. ' 0• { .............. 000 0. 89.00 + 1 � 380.40 + 360.00 + 2500.00 + 0 0 4 .0000.... 9 ... . 4329°40 �7 '�77i�+asi`k�. y i•'�`"�y�r�?y,'1Cif+�C,�1.,`�1�KN�iv��"�`Y'$h.K.#':alr�l'ji3'�l..d�, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING -DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER:&Mm2n ASSESSOR PARCEL NUMBER: _n 44 Proposed Building Use: Building Inspector: d&o Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------. ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -----------------------------------------------. ❑ 8. Hazardous Material Form. ---------------------------------- m--- ------------------------------------------------- 9 9. Manufactured Home data and installation instructions ' ud' own Specifications ------------------ . � 0 ees of $ ___-- ___ Ool 3 a t -W - ----- --- -------------------'�------------------ Q r, Impact fees as shown on the attached sc°hedule.�-- - �' ----- _ ___ _G________ ids ____ ❑ ah ornia Department of Forestry plan approval/f - / ---- f -�-I1 _________________ k. Pl3. Flood elevation certificate.------=--------------------------------------------------------------------------------- Sanitation and plot plan approval?hA4" Health Department. ------------------------------------------- c � C!' / Y ETI5. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- .Planning ---------------------------------------------.Planning approval for (A) Use: K (B) Parking:-- ---=---------------- - /4 711131- -ontact Land Development about provements, El Drainage, Legal Parcel. �Z (CWVt�� G 9. Encroachment Permit for driveway (construction approval prior to occupancy). ------------- ------ ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. -------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024 signature authorization. ------------------------------- R:erof ed copy of Agricultural Acknowledgment Statement. 1:126. Letter of intent on building use. ---------------------------------. { ❑27. Manufactured Home utility clearance. -------------------------- 0 28. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: WAS# -t (Date) When you issue the�p-I,Qpr�s as follows El Mail to owner, ❑ ail.to contractor. Er elephone / O �l and hold for pickup at office. p -Diver with imector. V- Applicant: -J) LWW4 bate: �!� 4 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑llutio Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep t, ❑ er: Date: By: 1. Index permit application for the above items number 14 lan Check List 2. Additional items required: Contractor igner, owner, was advised of the above required data by ❑ phone, ail, ❑ Building Division counter, by Date:q-e�.Aj �i Con ac or designer, owner, was advised of the above required data by hone, ❑ mail, 13Building Division counter, by Date: 1 Contractor, designer, owner, was advised of the above required data bhone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ivisio punter, by Date: Plans reviewed by: Date: Plans approved by: Date: �_ Sets of plans on hold i lan Cabinet, ❑ A.P. folder. Note transfer by: Date: VA1^..,f'.,.... n ...,.-+... +,FTI,..., -1..--.Y, C,--.---- ^ ,J• .. i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached e Floor Plan Attache Sent to B.D. / 441-27 Owner Location tl AP# Plan Approved for: Sewage Disposal X /Water Supply: Public Private Well >5 Clearance for dwe' "g. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 WEMM/2 Date -''='ilt�l�tr':-•:::o'P�'-"+�'1'��tro`RP'S'Cj:.ri.:7�fti�P'6.'4l'it'„r�'?+;t''Fy"�,vRyiriir " t7 7 3M COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �^ PROPOSED BUILDING USE + i� LDING PERMIT FEES -- Balance Due ................ $ 5 -- Additional Fees Due ........... $. -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES �%i 1 C b (paid at District Office) HERIFF FEES aid at Building Division) , ntia ........ �_ x $360.00 = - Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 0 ON DISTRICT FEE (pai at ism` `t Office) 6. T�IERMAOTO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) L 7. SRA FRE INSPECTION AND PLAN CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 6 - . CSA 87 TRAFFIC FEE 2500.00 (paid at Building Division) A.P. #0- 14�"" DATE REC # DATE REC 2213 'u< 10. OTHER 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. DATE —� I-99 (Rev. 12/96) sh , -.. ...-„,=r..-..,1�r �y••i•�,:•,.�.�.r,.+,c�r`y�.��a..:Ci+�1•wy+,,.-J1 vY”r'"'",r•..�sC.E.r��v:,..-:,,[r�^r.-.;rtrly(��,.fr.�ir-:�..'s-.�a�.�;,--�w'r''�-•r-r�1..1/�'''Sr**"+•^.r�t•-•w, .. 1. 'BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District fs� Building Department No. A.P. Number Jurisdiction: City County Property Owner _ Property Location/Address Subdivision Lot No. r�? 7 Residential Development ................................................................................................ ! Sq. Footage No o Living Mobile Home Addition 'Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................... '(No foundation inspection); Commercial/Industrial Sq. Footage New Addition (including Exterior Roofed Areas) G Building Department Representative Date moor rianrs rrevvi__ewea Dy acnooi Lnsinct rersonnei! District Identification No. (.;LkSO School District certifies that (Applicant) 7 3 - (Street Address) _ IPhone Number) 1l�.l� SGC (F T (City) (State) (Zip Code) has complied with the requirements of Resolution No. it 1 7L/ by payment of $ representing D square feet. AB 2926 $ FULL MIMAT10N $ School District Representative Date Paid by Check t/ _ Remarks: 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 660201al, 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 ICEQAI. 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 r .t BUTTS COUNTY PARRS DEVELOPMENT FSE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) (y� _� V " 0 1 Q Property Owner Project Locati Subdivision Lot Number(s) pt I - Residential Development: (check one) X New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: �a0Pfmu 4dQIJ'0" 3- 1 t-99 Building Department Representative Date _Non -Residential to Residential Chico Area Recreation and Park District(CARD) certifies that �7 ,Applicant Name) (Phone Number) /f(Street Address) (City) (State) (Zip Code) . has complied with.the requirements of Butte Co. Resolution No.. 90-140. by payment for dwelling units @ $1,189 for total payment of $ / CARD Representat:,Vnie Date PAID BY CHECK NO. REMARKS: BANK NO. 6) 19 — �l o?D c9 z11gc2,0 c9 z11 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. ✓' r,.&fum to: AGRICULTURAL STATENNIENT "OF ACKNONVT EDGEMENT rteildin 1PV, of Document Recorded Bu�ldtng Division FOR RESIDENTIAL DEVELOPMENT 24 -Jun -1999 1999-0027351 Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building Has not been compared with original permit. r BUTTE COUNTY RECORDER The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences ..or discomfort arising from the use of agricultural chemicals,. including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 6-24-99 State of California ) County of BL=, ) On 6-24-99 SF,F. ATPACHFD LFISAL DFSMIPTICN PR PERTY O RS: l WFNDFIL. T. SORRsEM BY KFL,LY L. SORFNSCV, HIS FACT before me, VICKI GROS,SF„ A NCJrARY PUBLIC personally appeared KFILY L.f1— personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.`0.°�;`:�° WITNESS my hand and official seal. f y' ice` VICKI GROSSE COMM Signature A.P. 11 0 V-7- � L.- 0 I 0;:., :vt #1148638 —1��f°o"!� NOTARYPUBLIC-CALIFORNIA BUTTE COUNTY 0 Seal:ra MY Comm. Expires July 2E, 2001 j DESCRIPTION: THE LAND REFERRED TO HEREIN ISS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING UNIT NO. 2, PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 17, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 31, 32, 33 AND 34. March 25, 1999 Sorenson Construction 6494 Ridgeside Magalia, CA. 95954 Assessor Parcel Number: 041-670-019 Port Building Permit Number: 99-0461 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Contact Butte County Land Development about conditions for the Pheasant Landing Unit #2. Subdivision has not been approved at this time. 62. Expansive soil conditions exist at this location. A soils report, approved by Butte County / Land Development, will be required. �3! The (2) #5 bars @ top and bottom on line A that are required in the Structural Calculations are not shown on the foundation plan. vC The SSTB20 for the HD5A indicated on line A of the Structural Calculations can only be used with a mono pour. Will this area have a mono pour or two pour? The SSTB 16 on line #1 are not shown on the foundation plan. The CS 16 collector strap indicated at line B in the structural calculations is not shown on the roof framing plan. The braced wall panel (2) at line 3 located between bedroom #4 and the covered porch appears to be 13' in height. This may exceed the maximum height -width ratio for this panel. Please provide clarification. 911— The 3' 6" stucco screen wall around the air conditioner must be constructed to allow 0 * 0 access around the unit as per the requirements listed in the U.M.C. and the listing requirements. Additionally, the air flow at the unit shall not be obstructed by the wall. 9. The location of the house heating unit is not shown on the building plans. Obtain sanitation and plot plan approval from the Chico office of the Environmental Health Department. 11. Complete and return the enclosed Butte County school impact fee certification form. 12. Balance of building permit fees = $1,380.40. 13. Sheriff fees = $360.00. Additional items may be required when your revisions are received and the plans are reviewed by the Butte County Building Division engineer. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m..and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS NAME sck , V R' - PRINT LAST NAME FIRS ADDRESS / LOCATION: Building Pennit No. / 9— 01461 AU% A.P.�{- NUMBER rr -7 OT COUNTY ZONING DESIGNATION: �� FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO MAP INFORMATION: R*/f-T,�/7— �VVA16 DATE OF RECORDING: LOT09EM BOOK �Z PAGE 2ZZe,7 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —.10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. , Pay T.D.D. (Thermalito Drainage District) fee in the amount of 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22. 23. 24. 25. 26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE 'Ala iMdOlWa aw 31inq 1n k1. oo 6661 5 1 8VW ®3AU133a BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.:91� - ()L'j (o I Proposed Use: SFD O MH O Res. Accessory O Ag. Bldg. O Commercial O Industrial O Other: Zone District: S2 _ I General Plan: A The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page 9 Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Fronto 12 ti.J Side Side, street !v A Rear - C Height Parcel in Land Conservation Agreement? No:X Yes: , Check Use Parcel in North Chico Specific Plan? . No: Yes:--->—<_, Check NCSP Zoning' Parcel in Floodplain? No: - Yes: , Zone: • X , Panel No.: OCC O 1 Parcel in Enterprise Zone? No:—,>� 'Yes: , Check Use CommerciaUIndustrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: Reviewed By: Date: UNLESSCHIECK SPECIAL CONDMONS WHICH APPLY TO PARCEL- A1J.FEEsTnBEpA1p -DING DIWSION OTHERWISE ♦ / —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than -_ gallon size. :. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which an to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground - _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. ' Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitHements must be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Carps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fine suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8t Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 11. Provide information showing that proposed construction will mitigate exteriors sound levels to a 45 dB interior level. �12.�1i1L7�-ING CJ7Y2_a:�,( 1�(OT T© EXCEGU �J©�b \13. 14 KABLDGCFI4.FRM 2 , SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: + �y£ �P Lr s i �2 BUELDINGP ER %9,O yo:� / PLAN CHECKER: (l-" A P. NUMBER: O �174 7o -o / 9r - C oV! e 7 Zoning requirements: (side yards and number of permitted living units). / Valuation. Plans signed by designer. A' Proper description of work on application. ,5— Existing violations on property. CO.-) Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). d' Recorded notice of violation. ZLOT PLAN: Complete parcel size and dimensions. 2. Setbacks, side yards, easements, etc. -fi Other buildings or structures. Grading, fills and/or drainage. J� Flood hazard. trecial conditions on creation map(Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. S Building or utilities across lot lines (Record form). 1140OR PLAN: Complete to scale plan with dimensions. 27 Required windows for light and ventilation (Section 1203). ,a"" Required windows for second exit (Section 310.4). e Skylights (Section 2409 & 2603.7). .3'*- Glazing in Hazardous Locations (Section 2406). �! Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. (90 Location of water beater'. eater heatin¢_and coo tng egwpmentlother electrical or gas equipment. 1� Garage firewall, door size d closer (Section 302.4). 1� Minimum of one 3'0" exterior door (Section 1004.6). Xr Fireplace and wood stove location, alcoves and clearance. 13 Smoke detectors (Section 310.9.1). r4. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2 Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. IV Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. 1'67 Fireplace construction details and Calc. if necessary. t< Garage door and/or porch header sizes. .Y- Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. 5 Special Inspection requirements. Lfi Header size. .1'f Sheetrock nailing inspection required? July 1996 3.2 MSCELLAMOUS ITEMS TOA OUT FOR: Ir Stairway details: landings, rise and run' head clearance, handrails (Section 1006). It Guardrail details (Section 509). X Brick or stone veneer (Section 1403). A" Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). er Foam insulation - protection. JP 36" halls and stairways. Ar Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 110. Two exits on three - story dwellings (Section 1003). <tf Underfloor access and ventilation (Section 2317.7). Y£. Attic access and ventilation (Section 1505). VT Combustion air for fuel burning appliances - L.P.G. requirements. 14-. Noise requirements on duplexes. jSy Energy design. 4fi. Flashing at all exterior openings. A. C.D.F. responsible area requirements. July 1996 3.3 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION June 25, 1999 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Attn: Gentlemen We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on a sample of soil obtained from Lot 27 located in Phase II of the Pheasant Landing Subdivision, Chico,'CA. The site is identified on plans prepared by your office as AN 047-670-019. The soil described above was sampled for expansion index testing. The test result was an EI = 31. The UBC classifies this soil as having a "Low" potential for expansion. The Butte County Building Department requires recommendations for mitigating the effects of soil expansion if the EI exceeds 20. The contractor shall obtain recommendations for mitigating expansive soils from the architect or engineer of record on this project. Applied Testing Consultants does not represent_ that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for -which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Charles J. Roberts, PE . 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 I El /%tt" µW GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 i June 25, 1999 County of Butte Building Division 7 County Center drive Oroville, CA 95965' Re: Lot 27, Pheasant Landing Subdivision, Phase II I have reviewed the report made by Applied Testing Consultants regarding the expansiveness of the soil at the above project location and have designed a foundation to mitigate the stated expansiveness of the soil. The appropriate details have been incorporated into the plans. Sincerely, cJE0 ARC 4. � No. C 21293 7¢ -orf, REPS. �Q Gregory A. Peitz o Architect F C A� Return to: AGRICULTURAL STATEiV>ENT ' >IIIII�IIIIIII'I�II�'III'�III'I�I'I 86ilding Division FOR RESIDENTIAL S'A'aion 46-8.1 of the Butte County Code requires this 1999-1002E64(64 acknowledgement be recordedprior to issuance of a building Recorded I REC FEE 10.00 officialRecordsI CONFORM .00 permit.. Count f I The property described herein is adjacent to land or included CANDACE J. GRUBBS I within an area zoned for agricultural purposes, and residents Recorder I of this property may be subject to inconveniences or ROSEMARY DICKSON I p p y y � Assistant I Vickie discomfort arising from the use of agriculmr l chemicals,. 03:22PM 17 -Jun -1999 I Page 1 of 2 including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust',smoke, noise, and odor. Butte County has established agricultural 'ones which have as' a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 6-8-99 PROPERTY 0r : WFMF.LL T. S0RF24S0N_BYKKFLLY L. SORFN UN State of California County of Bu= ) On before me, personally appeared V.IeM \__ , IN FACT personally known to me (or provdd to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. o gyp VICKI GROSSE WITNESS my hand and official seal - CO Signature A.P.// 041-670-019 O MM. #1148638 rR NOTARY PUBLIC -CALIFORNIA O v P BUTTE COUNTY Seal. MY Comm. Expires JUIY 26, 2001 t, DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING UNIT NO. 2, PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 17, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 31, 32, 33 AND 34. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 17, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99-20766, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. Return to: STATEMENT OF "-Bu (ding Division AGRICULTURALOR RESIDENTIAL DEVELOPMENTDGEviENT III'll'I'll'IIIII'IIIII�'�I'�I'I 4r 1999-00x7351 Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building Recorded I REC FEE 10.00 Official Records I CONFORM .00 permit.. County Of I BUTTE The property described herein is adjacent to land or included Z/ .CANDACE J. GRUBBS I within an area zoned for agricultural purposes, and residentsRecorder ROSEMARY DICKSON I of this property may be subject to inconveniences or `"� Assistant I Cindy discomfort arising from the use of agricultural chemicals,. 02:45PM 24-Jun-1999 I Page I of 2 including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established q& agricultural zones which have as'n priority use for productive U agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 6-24-99 State of California ) County of BUTTE ) SEE ATTACHED LEGAL DFSaZIPTION TY T. SORFNSON BY KELLY L. SORR4SON, HIS 1ATIORNTWN FACT On 6-24'99 before me, VICKI GROSSE, A NOTARY PUBLIC personally appeared KF=Y L.' SORFIVSON-- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. �P,� VICKI GROSSE WITNESS my hand and official seal. Signature 70- / O COMM. #1148638 ��11 NOTARY PUBLIC -CALIFORNIA — �' BUTTE COUNTY 0 Sea]: < _� My Comm. Expires July 26, 2001 t DESCRIPTION: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING UNIT NO. 2, PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 17, 1999, IN BOOK.147 OF MAPS, AT PAGE(S) 31, 32, 33 AND 34. :.�►--__ 7N L A N D O F ,6,attv Countq NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Re: Building Permit # 99-0461 Expiration Date: 6/24/00 A.P.# 047-670-019 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: Permit work started, but not completed. Permit may be renewed for 'h the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Cil ;0 office. Thank you for your prompt attention concerning this matter. Yrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments cc: Sorenson Construction Chico Office - 411 Main Street, Chico / 891-2751 • \ JJJ INTER-DEPARTMENTAL MEMORANDUM q _ 6 TO: BUILDING DMSION, OROVILLE FROM:C �a7%le, , ENVIR. HEALTH, CHICO DATE: -3- 7- oa RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR OWNERNAME: SEPTIC: X WELL: APIA: 47-670-o37 ADDRESS/LOCATION: 4 /-95 L17 , Comments• D !d 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410n _ PERMIT- (Rev. 12/96) APPLICATION AND PERMIT °( , ,`I ASSESSORPARCEL NUMBER 047-670-037 SR -1 ZONING BUILDING PERMIT OWNER HALL,RAY TELEPHONE SO. FT. OCC. BUILDING VALUATION 21 260.00 . OWNERS MAILING ADDRESS 4145 Augusta Lane Chico CONTRAO cert Hill _ T-891-4280 CONTRACTORS MAILING ADDRESS 199 East Shasta Ave Chico 95973 CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation1$21,260-00 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4145 Augusta Lane Chico Energy Plan Checking Fee $ $ PERMIT FEE $ 268.00 LOT NO. 27 SUBDIVISIONS NAME Pheasant Land PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Po 1 Master #97-506 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 35.00 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. q License Class !� - ^ G S 3 Lic. No. 3 7 7 4® l OWNER -BUILDER DECLARATION 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 WORKERS' COMPENSATION DECLARATION 1 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. Eff�_l 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'�,Iqpm ensation insurance carrier and policy number are: Carrier 14 P. -S � e t" o Main Service 200A TO 1000A 46.00 NEN CONST. DWELLING OCCUP. ORADDNS. ( BACC. sLOs. SO 3.5QFT: ryplNj galpT 'RCMULTI-OUTLET @7,50 POWER APPARATUS 8 SINGLE OURET CIR. Ex. Occup. OUTLET OR FWTURES 20 Q 1.00 SAL Q .50 FIXEI Ex. Occup. OUTLETS RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool electric 30.00 30.013 PERMIT FEE $ 50,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number ZPl `L — ®I LJ M 11-5(0 - (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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Pof X _ Date s `� 2 Sigriature of Applicant - ❑ Owner ®- (tractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ 353.00 HA2 �-. D FEES IMP — FLOOD CDF PARCEL _� PD HD IS This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By AEAO��� PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. C QUI 316010'a J1G- t® ,�3 IfDate ReceiptNo. $��0� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. .. -y+•,.,. ... .,I,,,;�,, �K4 �),.1�..,.-. ._..�� rix"i��`:.y, �S "� ^ . '^ •„%r+:-. it'w'1i�:Yr`•i'"`r.-�-.�; r►'u-�'w�i w�.. COUIyITY'6F=8U.TTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �.. 7,Couniy Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 1�� T 7 ASSESSOR PARCEL NUMBER ©'__C9�0r O3T Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot 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! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. t' ' ❑ T. Metal buildings`.. (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in. triplicate. All of these must -be stamped and wet -signed by the engineer. Items required for initial plan review,,If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to tle plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... 10. Letter of intent for non-residential buildings......................................................... 11. Detached Accessory Building Form filled out by the owner ..................................... 12.* Hazardous MaterialForm.O............................................................................ 13. Other ;«�..a' B Remaining items needed!to issue _the permit. (May require additional plan review upon receip}tfif the following items.) 14. Fees as shown on the attached. Schedule of Fees Due Sheet .......................................! 15. Statementrof Intent for Non -heated and A/C Buildings ............................................. 16. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit....................................................................... 18:' California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, -0 Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required ................ 23. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization ........................... :........................................ 27. Recorded copy of Agricultural Acknowledgment Statement.. ................................... 28. Manufactured home utility clearance.......................:........................................ 11 29. Existing violations and/or expired permits...: r.'' :................................................. 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts;'❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other:` When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: / ��` -C�' Date: E5 -4:D Z.. 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by Note transfer by: Date: Yellow: Building Division;."!' Plan Check Letter Date: Date: Date: Date: / E.H. USE ONLY P10:1PIan Attached yef, Flow Man Attached sent to S.D. /�Z� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7a-03-7 Owner Locaf(on AP#* Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other �4/7 d 0,0 Hold final for: Final clearance O.K. for: NOTE: C - � L-/ 71 Environmental Health Specialist 8/96 Date Feb 01 02 08:13af P. ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. t?/96) APPLICATION AND PERMIT_ :'. t. 'ASSESSOR PARCEL NUMBER"„, -f(� �(� zow 'i'\ BUILDING PERMIT SD FT OCC. BUILDING VALUATION OWNER PC Tom" "E _.--•--.— OWNEA8 1AA14Nq ADDRESS k, �'- --- --- COM OR' NAME TELEPHONE int— Vas O --•-- _..COM TORS MAIUNO ADDRESP \d^ ^ yI^1u•, QAd CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace — Total Valuation $ IQ ?♦ Qd - ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00_ ARCHITECT OR ENGINEERS MAILING ADDRESS. Permit Fee aPlan 4$S Checkin Fee , Q iTLD JO.ADDRESS Energy Plan Checking Fee $ — PERMIT FEE $ Od Loi SUBONISIO ME �% PARCEL NAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE U SF ❑ Duplex ❑ Mobilehome 17 Other SPECIFY Each Trap 7.00 _ Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel 13 Utilities 13InafInstallationI ❑ Other ❑ Describe Work: _ �Q o Each gas water heater or vent 15.00 Gas s stem 1 - 5 outlets 15.00 piping Buildin sewer 15.00 Mobile Home S I G I W 1 (9 20.001 PERMIT FEES 3 (� ELECTRICAL PERMIT Filing Fee 20.00 Main Service 600V OR LESS -- assA OR . 23.00 • ' .. *PERMXT FEE PA2b s SMMobile $ SHOUFF :MeY OTM : AAkbVW RECEMb VT " TO to !=qT0 C #PV'1'gR Main Service 200A TO 1000A 46.00 _ oR pCO S DWELLING OCCUP. 3.5QsO. 6 ACC. aIOS. FT, .m UUIO. MULTI.OUTLET0_PANQt4 CIRCUITS @7,501 !' - POWER APPARATUS 6 SINGLE OUn er CIF. Ex. Occup.ounPT OR FDRURES zo ® I.00 - BAL ® .SO EX. OCCU FIXED APPLNS. OR 0UTLE,'0 eslO. F� 5.00 Temporary Service 23.00 — Home Facilities 20.00 Misc. Wiring 23.00 30. a-) .cam PERMIT FEE s S�),QD MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 ; Ventilation PERMIT FEE f Mobile Home Installation Fee $ Energy Inspection,Fee S cc c coNs OTAL FEES 353 too TMP "A FPS 0. O CDf pARC HD S This permit is hereby Issued under the applicable ptovislOns of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been-pald. " By Date _ PERMIT EXPIRES ON ars ,rReceiptNo. HITE•D.O.S.•8.0. CANARY•ASSESSOR PINK•INSPECTOR GOLDENROD -APPLICANT �oOEP-T T" H I LL- TE, L- v W N C- iE �Y 3El' JA "LL_ 41+5 Au c--ju STS, l ANE- 915c173 NE.915c173 A=PB 047 -(070 - 0 37 -cc)o TE. 3 SITE PLAN REVIEW APPLICATION Date: 200 AP# C2`'l 7 70 - O 7 T—=T Permit Number (if applicable) dr- IT -7 7 Bin Number APPLICANT INFORMATION Owners Name: l Owners Address: Parcel Size: Telephone No.: Email: Situs Address: �J � 41 e_L,� � t Proposed Use: Residential ❑ New Single Family Residential IS Single Family Addition Mobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: lanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site a Stamped AnDroved By Date 7 7' o 5 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------- 7---------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street " Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ • Fire . ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other --------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger I ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 0 Subdivision Map/Parcel Map: Map Date of Recording: Z Lot: 2 87 ❑ Use Permit/Minor Use Permit Permit Number: Book: r7 Page: - Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u EN Page 4of5 OWA-'ER 5 ST/q TEMBAJT I, STEPHEN T. 5CN4I57-e/q AS OWNE/Q OF THE LAND SNOA&W A4rREOA/ ANO M/0 VALLEY T/TCE ANO Esefow CO,HPAINY AS T,?-STEE UNDER T//E OEEOS OF TRUST RECOROEAJ G/NOE.R ifL CO/POE/PS SE,Q/,q[ NUMBERS Ri-3398/ 176,44-144, AICD 91-7-03-509 - 00 MEAFBy STATE THAT WE ARE T,yE 6Wly PA/PT/ES W1105E CONSENT /S NECESS;ARy TO PASS CC EAR T/TGE TO 6114 !ANO ANO WE CQVSEA/7 TD THE P,FEPARAT/O,✓ 771/5 .HAP WE HEREBY OFFE/P FOR A,O1c'ArA7A/ FoR SP6'UF/C fY//PPoSE§ THE FOCC o!N/N6: /. GA/QNER G4NE, AUGUSTq LADE, SPYGLASS /ftMo, AUO NEL✓ ARTE/e/AL FOR ALL Pl/BL/C USES /A/ FEB S/MPGE TO THE COUNTY OF,gUTTE. Z. STORK/ ORA/N EASE HEA? Al LOT 24 ANO LOT 25,gvp LONG TN6F-•'95T6Rcy Ba1.Vpq.Py OF g6S�UNrEO .�M'1/NOFye. • 4Ni BEL/iF/T OF BU7TB COu,V7j' ,? EASLsNELIr FOR F+RE ORo7LCT/LW Jy9TEA•1 /N GES16.L/ATEO RE,NA//A10fva FOR 7NE BEAAEF/T of L7U7Tc COL/UTy COT A, /N FEE S/MPL E, FOR SEWAGE 7,VEATMENT /4URPO5Es, 5. EASEMENT FO,P PL ASL`e SE,eV/LE (PSE) PURPOSES ALOUG AGC STREET F.PONTgGES OF ALL COTS RSR T,VE BGAWa -O/ A44 R!B[K U7 u�y CO/fPAN/E5 . G. WE HE,eEQY REUNmU/SN 70 4417TE COUNTY ALL 4&L&7drR4 RENTS OF ACCESs ALONG G4dV Ie/J [ANE FRONTAGE OF 1O75 24 AAIO 3/1 ANO NEW ARTER/AL FRO.vTi�Ge of LOTS A, 2o, STE iN SCNUSTE/P M/0 Y L.Ey T/TLE AA/O ESCROW COMPANY A eA-A/OLc /L -,,OGMEA.1 TS STATE OF e4zlIFgRA//A COUNTY of .BUTTE LW fc b 25 , 1919 L36FVR ' ME _ J c,,, fy m kAll i —Nfn74� f4i. TME UNOERS/GNEO, PERSONALCy AP4i9/PE,O S7EPWEN .7" SCWUSTE/P, 'CL RSOA44,11 y /YAIOH/N rp /WE O/9' FROVEO TO ME ON TME BAs.CS cf SAT/SEAL MRy EV/OENCE TO BE THE PERSON W/✓OSE 4M.+fa /5 SU4W1A9,E0 To THE WITH/N /NST,PUME,VT A.VO ALAIVVAVLEOOEO M ME 7;5,''47- NE EX6C417E0 TME 5.9AIE /N ///S AL/r11OR/aE0 Cl" C/Ty, A,U•O 7W4 - ,Sy N/S SIGNA TU/M ON TWE /N57,f4lMEAI7- TME L/PO,v BEHALF OA WMI41V TWE PK/fS Al ACTED, EXECUTED T//E INSTRUMENT W,MI%+1V A/ / o7/1xKt1'eP P4BL/! `ouN)�i oA B//77E COM,yf/SS/ON EXP/RES I0-17-41 STATE of CAL /Fo fA,1A CMWTy OF AT447- E av kb. 25 . 1199 BEFORE Am- Jennirw malUt Nein Pr C. FEj75oNALLy APPEARBO 0 ,VA/OL /N TO ME OR PROVED To Ate ON TME B9S/5 OF y9T/5FACTORy E✓/OENCe 70 BE TAE Pe^.Al WM05E NA44E K J`'UHSCR/BE.O TO TWE W/TN/N /N5 MENT 4A1,0 ACNNOWLELXdEO To ME 7/%1T -J&_ EXECUrEO rWE SAN& IN IF b _ AUTN0R17E0 eq,94CIM ANO T,yAT By Ws S/GAM7URE LW TA(4 1AIST,PL/MENT 7/&F ENT/Ty UPON BEHALF OF NN/CN TME PER54W ACTED, E.lECL1TB0 TWE /•VS ,QC/MENr. COUNTY nF .BUTTE COMMIS 310'4/ EXP/RES 10'12-01 SURVEYORS STATEMENT X ZO N_,a By Sr,97E THAT TN/S MAP OF RNCASANT L4NO/N6 $L/BO/V/Slav UN/T 2,1-1446E / e0RRECTLy REPRESENTS A SURVEY NW[Lc By ME OR LINGER MY 0/RECr10N /N TULy, '"S ANq /S T/PUE AA/O COMPLETE AS 5ACW,1/. THE MOM/MEN75 WILL QE OF T & C11~IlER ANO WILL OCCUPY THE POSIT/ Mf /NO/CAT O WITH/Al 90 zwy5 of A14P RECORc orloA/ AAO WILL Be SUFF/C1ENT 7-o ENABLE THE5/",v���✓Ey,/STO w WmAeep- el" l LESLIE W. COKE, PLS 57/2 REl,1srRAr/oN EXP. 9.90.99 � wbw.w Aim ,� e,u R•i tS COU,VTy SURYEyogS 57,4r--At--A,7- X, TATEMENT X, STLIART EDECL, OEAwry CoiAvey SURVEYOR, t o NERFBy STATE r*9r X NAVE EXAM/NEO ry/S M21- OF PIMPAJANT LANO/N6 5L/B4u/V/310N UL/Ir E, P/HSE / ANO —v THAT IT 1S S!(STANT/ALL}/ 7NE 44M& AS n APiEAREO ON TME TeNTAT/VE MAP ANP ANY ,IPPRVVEO ALTERATl-Wf 7MEAEOF. ALL PAOV1S10NS OF rAIE 544aCVVISAC l A14PACT ANO LOCAL 19R,0/AWCC APP[/CABLE AT TWE T/A/E OF TENTAT/K NHP A/PRoVi9L N9@6 B66N eawkIew IV/TN ANO / AM 5•qT/SF/EO T/G9T TN/5 A"p /S TEWNRALLy GO,rRECT. fTLLASOTrEO142L.y .PCE3Y9/32 = REWSTRAr/tW ��EXP.. 3.3/ �03 CLERK OF TWE BOAR4 OFSUyLPER✓/SLIP's. S�T/ATE/WENT X 00 HEREBY STATE rMT 4L/ !_ _ V Y / l . 1999 TME LUTTE dAVA,Ty 40%eO OF 3U/la4V/SgP3 pcFK/Ally A/IROVEO TN/S AHP Oi AV641,-INT IAVVLvvG SUGON/SroN UN/T P, A99SE I. 7,V-- 71--S MET/ONS AV FEE-S/Avi2 OF_.:Gr.1b0VBR LAA/E, 4UL3USTA LANE 5Fy6LAfS ~,97, W&W ARTER/AL ARE NERES)I ACCEPTED. E4SEMBN7V FOR STO/7M ORA/A/, F1RE PROTECT/ON qN0 PUBLK S ER ViGE PL/RP05E5 ARE A1EREdy AGCBPTEp. 7NE OFFEjq of :PEI/NOL//S.YML..vr`OF ABUT7L>RY' ,P/GMT OF ACCESS /S AfSREdy 9CCEP•TE4-. !Orli /f NOT ACCfLPTEO AT TW/S T/ME. TME EASEMENT F0/[ F/Ri PRO roCT/ON SYSTEM .PCCO,pOEO AS -214 4 No 97- 31J4 /3 AIEREBy AQq,y00N®O. THE EASE,HENT ImR ,PaAow,fy PY/RPOSES RCCaRAa6o AS Sr,RA►c No.'77-3214' /S 445,w -.6y ,4Z.4mooA/E.p. STEPHEN .7, .$CNUSTER, 9406 REEFEye /ft74,p CW/CD 4'4./ 11AS CaUfeNTE4 7b THE OEO/C.9TloA15 FOR /aiBl/C PuRPosES A5 SMOWN UPON 7WIS MAP, ANO /S WEXEBy PLACE,O Av NOT/CE 7,*"r gAly,06,0 c47S0 P,PO,I'MjjPTy .riRALC AAE ,PE['pA/VEYE.O 7-o TN6 OWAA!/e OR SL.(OC6S5oR /N /NrLy96YT, /N 771E EVENT TANT THE !o&AL AGENCY' ,LLTE/PM/NES TWAT THE •CI�AiCATro.✓ /S NO LONGER ,Q-4W/,PEO FOR THE PU,P%b� I /A/TENOE.O. TOVA/ S..BL4Grloe r ,6)/ CIFRW of 7116 8! lAl,O OF SL/P4,ev1.5pR5 / J RECORL7E,R'S STATEMENT F/LEO THIS l7ftf 04y OF mRY 4r11:01 R.m. - IN do K 147 of 4"Ps Ar ^9----.3L Y 47 TME R6Q-05r OF STEIW/EN 7- SCNUSTE,Y. iANL19CE S GRUEBS STyP/AL Ab./ggq_Oe2eL 93 COUNTY RE[o/9gFy9 , PHEASANT LANDING SUBDIVISION UN/T 2, PHASE / 4 S418,01VI5141A/ oc.4 fbcrIvAl OF TMe Soon✓ ovz OF TRE SoUTMEAsr 114 of SBC 3P, TTJA/, R1 E, A/R Al BL//TE COUA/Ty, CqC /FoRN/A FOR SCHUSTER CUSTOM HOMES ,. 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ALL dW57RUCT/ON AWD,0EV6M-Af6Wr ON LOTS /O - .19 SRALL COMPLY W/TH AU PROV/9/0N5 OF AIPL/GABLE COpeS, 5TAN04,Po5, ANO REOUTAi9Mgv T5, ANO 07WdW 4WI,FORM COgcS AS .4~rT 0 ANO UPOO GO By T,YE eO -rY OF BUTre /tVWL 'NG SN4rOVV/5/OAi BULL , MEGNAN/CAL , ELeCTR/CAC, PLUMB/NC, F/RE, WATER, CW-4"M(� ANO EAG VA 7-10A.1, OE5/6A/, ANO gEVELOPMENT REOULAI/ON$, ALL LOT pbVGLOPM6NT `PR6PARAT/ON S:VALC BE SL/ErECT TO 7Me SAaC/FK ol?AO/AA: AVO B,lOs/ON CONTROL aellpeL/Ne5 AVLVCATED /N r#e NV RnM CRKO SPEC/F/L PLAN ALL DEVELOPMENT PLANS S iqL BE APPROV" BY TRE PLANN/NC AEPARTMENT A,Vp ny, OEPwR7MLW7 of R/Bt/C WORKS rGw COMA',/A 6 W/TR 7,V6 A&W'V CNKO S -AVX - PLAN PRMR TO AVV EARTH MOV/NO OV•S/TE. /F, OUR/NG qAy .*qae OF 5?E QSVELOP,MSVT OR PROTECT GOA/SreUCr-A/, ARC.YEOL00/CA4 AES'OLWCE5 OR ht~RE/N/N3 APE .01SCOV4C,9O, WORN SMALL HE /AIM_114 GCY AlW reO W/TM/N /SO FEET OF 711E F/NO. 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TN6 MAX/MUM BU/L0/116 eOWV46E ON 7/YESB [OTS SWq[L Nor EXCEED /S,g OF 7,1E LOT .QREq. ALVELO/NIEA/T OF LOr5 /O ' A8 W/U RE4AU/R6 CONNGCT/ON TO q CO~aA117 56WE,f Sy5TCll. LGAew TRENCHES eAvw T QE /.VSTq"eo LWR/NE --E*rz greo ccwo io./s CONST/PUCTroA, /NSTALLA7roN OR XWvV 10PA eVT OF ST/PGGTURBS R FgC/L/T/6S OV 7Ti~ m{ 645 Sw e, COMAky W/1,V 7W5 "MT r P/RL .S4F6 AWI" gT,oMS 444 At"7E 111-7y, .VAU r AtESOUArCS eL 4240, ANO ALL OT,{U,R APPL/CABCe STgTBAwp CL4/N7y CODES, ORLRNq.uGES ANO .P6EL/LAT/ONS /N EFFECT AT TNB T/— a, /1Pfi'/LAT/0,v F4f /MPpO1EM4Vr /VypWl/TY. Bu/LO/A.G /OFF/Cw rroA/A.V�RAmRESfis SHALL BE/NSrALGED AU fCWFORMgAK6 IV/Tx, ARf 0210 ,q— -' 1W" BO iVSRF,O wT 7WV 06$/NN/NG OF B&-0/NO C0N51,C" MN qN0 Ay1/NTMAt.O 4O 1,1 oN6[y TNf/fEAFTLR. /•/RE MYge4V/ /p6NT/FR'ArA.M AWFZE ,.W L)r FbST' REPLEC7bA SMALL OE /N57'WS6 ACfEPTAaT/0 7b TN6 eeV A/7y i/R6 WA,tpsy. E1t5T WELL LE9GRF/6L.0 FREE / ,4fG4 LOT _ LOT' 23,- -22 0' \\ONa. -----7 7 _ _ _ __ SO NO O/STU,P.QAAt ° O SETBACK FPOM TAB LOT LO{T--� «/TCRaoaa o0 / MUO OyPEPfS 1B, / 9 / /00 C69GNF/EL•O FRBe SarLZ/GK PHEASANT LAND/NG SUBDIVISION VN/T 2, PHASE / A SUBD/✓/S/oN OF A P r10A/ OF 711E -0117H OF 7,VE S4U7T/F.gST /44 OF SEG f.,7??N, R M.O.M. BL/77E COUA/Ty, C9L/FO/PN/A Fq,P SCHUSTER CUSTOM HOMES PRECISION SURVEY/N6 7/7.F/FTN STREET ORL AND CA SCALE J!/LY /998 /`-/Ott, 4 OF 4 Q pc7 /K /L17 P/9 -GE 3/f BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 4 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-0950 Issued: 05/01/2007 Address: 4145 AUGUSTA LN Area: CHICO Owner: HALL RAYMOND A & JlAPN: 047-670-037 Applicant: DAVE BECK ELECTRICMap Page: Permit Type: Phtovtaic Sys Roof Description: ROOF -MOUNT SOLAR SYSTEM Flood Zone: None SRA Area: No SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVt'D.BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Stee I/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile H Final 802 i Fi6-1—s Inspection Type 1 IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Fire Department/CDF 538-7111 Env. Health Final 538-7281 Sewer District Final o r e ome ma I "PROJECT FINAL --'0' 1 801 'Project is a Certificate ofccuuppan�or (Residential only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF 1SSl(ANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy 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 PROJECT INFORMATION Site Address: 4145 AUGUSTA LN Owner: Permit NO: B07-0950 APN: 047-670-037 HALL RAYMOND A & JENA M Issued Date: 05/01/2007 By KCG Permit type: MISCELLANEOUS 4145 AUGUSTA LANE Subtype: Phtovtaic Sys Roof CHICO, CA 95973 Expiration Date: 04/30/2008 Description: ROOF -MOUNT SOLAR SYSTEM (530) 781-2802 Occupancy: Zoning: AR Contractor Applicant: Square Footage: DAVE BECK ELECTRIC DAVE BECK ELECTRIC Building Garage RemdUAddn 12766 LOS OSOS ST 12766 LOS OSOS ST REDDING, CA 96003 REDDING, CA 96003 (530)941-5480 (530)941-5480 Other Porch/Patio Total FEE INFORMATION DBMSC Photovoltaic System $384.93 Total Charged: $384.93 Fees Paid: $384.93 Balance Due: $0.00 Receipt No: B2S86 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DAVE BECK ELECTRIC 749388 / C10 / 05/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 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 Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in II force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 05/01/2007 penalty [$500]; Please check one of the following: Contractors Signature Date ❑ 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements ❑I WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ Section 3700 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier. Policy Number. Exp. Date: (This section nee not be completed if the permit is or one hundred dollars($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 05/01/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 05/01/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the owner or am autho ized to a n the property owner's behalf. CONSTRUCTION LENDING AGENCY 1,erty 05/01/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner f a Contractor OR; E]Agent for Owner Agent for Contractor 1\ FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name 0. \ First Name Mailing Address Lj I Lt 11 u 40. City C h `Ic7 0© to C& I Zip Phone 72 1 —Z<102, Fax E-mail APPLICANT INFORMATION CONTRACTOR Name r, Address o S City, a Fax State e `Ic7 0© Phone C, Fax E-mail Lic. # -7,1 Class C _ 1 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City =Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE PERMIT NO. 1361 PROJECT LOCATION AP# Property Address L` N City C Policy Number Carrier BIN # WORKER'S COMPENSATION If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Zoning 1 Flood t r--,- nn 6- Yes No Occ. !IT ype Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning 1 Flood SRA Yes No Occ. !IT ype Const. 4 ED c ®mac co u Z M ;U G) --jo 02 <00 - rn < c O-zo -T. -- a 1, ;z z S®RMOUNT@ U.S. and other patents pending. Lag Screw Specifications Installation Supplement 203.2 Because lag bolt requirements vary with design wind load and To ensure code compliance, the lag pull-out value must exceed the lumber used for the roof trusses, lag bolts are no longer the installation's design live load per footing multiplied by an provided with SolarMount rail sets. appropriate safety factor. Use flat washers with lag screws. The table below (Table 4 from UniRac's Installation Manual For more information on design live loads, download Installa- 214: SolarMount Code Compliant Planning and Assembly) - tion Manual 214 at www.unirac.com. lists pull-out values for various roof truss lumber and the lag screws. r, Lag pull-out (withdrawal) capacities (lbs) in typical roof truss lumber Lag screw specifications Specific %6"Sh4* 5/6" shaft,* -/e" shoji,* gravity 2%:" thread depth per I " thread depth per I " thread depth Douglas Fir, Larch 0.50 665 Douglas Fir, South 0.46 588 t Engelmann Spruce, Lodge pole Pine { (MSR 1.650 f, & higher) 0.46 588 Hem, Fir 0.43 530 fHem,.Fir (North 0.46 �--�— �— 588 . Southern Pine 0.55 768 Spruce, Pine, Fir 0.42 513 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 665 Sources: Uniform Building Code, American Wood Council. Notes: (I) Thread must be embedded in a rafter or other structural roof member. (2) Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council. (3) See UBC for required edge distances. *Use flat washers with lag screws. 266 235 235 212 235 307 205 304 269 269 243 t 269 352 235 304 BUTTE COI 1& 8 UNTY BUILDING DIVISION A1171PROVED Thread depth L . UniRac welcomes input concerning the accuracy and user friendliness of this manual. Please write to publications@unirac.com. string of modules to the load. Male and/or female connectors pre -attached to wires may be used at the string terminations for return wire connections and/or for source circuit box terminations. Warning:. Connecting Spruce modules in reverse polarity to a high current source'such as a battery will destroy the bypass diodes and 'render the module inoperative. Bypass diodes are not user replaceable. Operation and Maintenance No routine maintenance is required. However it advisable to perform periodic inspection of the modules for damage to glass, backskin, or frame. Check electrical connections for loose connections and corrosion. PV modules can operate effectively without ever being washed, although removal of dirt from the front glass can increase output. The glass can be washed with a wet sponge or cloth. Wear rubber gloves for electrical insulation. Electrical Specifications` Temperature Effects Pp Voc Isc NOC — 0.51%/°C T ES -170 -RL ES -180 -RL ES -190 -RL PP (W) 170 180 190 Vp (V) 25.3 25.9 26.7 Ip (A) 6.72 6.95 7.12 Voc (V) 32.4 32.6 32.8 Isc (A) 7.55 7.78 8.05 Cells 108 Bypass Diodes 3 x Type AR2510, 1000V, 25A Maximum Series Fuse 15A UL Rated. System Voltage 600V TOV Rated System Voltage 1000V 'At STC (Standard Test Conditions): 1000 W/m2, 25° C cell temperature, AM 1.5 spectrum. Minimum Specified Power Rating is 2% below Pp; other specifications are +/-10%. Specifications subject to change without notice. 25 year limited power warranty. Complete warranty available on request. Note: This document may be provided in multiple languages. If there is a conflict among versions, they_nglish language version dominates. Temperature Effects Pp Voc Isc NOC — 0.51%/°C T 9-- —.0.35%/'C $ + 0.05%/°C 7 47'C 6 Q 5 c a� 4 U 3 BUTTE COUNTY ' 2 BUILD11JG ®I a/ ISI®I 1 . APPROVED -0-- 0 Document #DS20-007352 Rev 8 1-V Characteristics` 5 10 15 20 25 30 35 Voltage (V) 3 vl.0 rev 4/21/06 A 0 I 61.8[1571] u 16.1 [410] 30.9[785] 12.4 [314] [ ]r-7 1 1.6[41] 7.1 181 I r L 53 E5 Zoin rn r� CZ.ZDI AIV O z� >> 0 TOo Mme. co Geo mD cn mom rn O O mOX Z>> m m z J .,138 Bartlett Street, Marlboro; MA 01752 USA TL: 508357.2221 FX: 508.229.0747 'www.evergreensolor.com EVERGREEN SOLAR SPRUCE LINETM' PHOTOVOLTAIC MODULES INSTALLATION AND OPERATION MANUAL WARNING • Q ELECTRICAL HAZARD Please read this manual completely before installing or using an Evergreen Solar Spruce photovoltaic (PV, solar electric) module. This photovoltaic module produces electricity when exposed to light. Follow all applicable electrical safety precautions. Only qualified personnel should install or perform maintenance work on this module. Do not damage or scratch the rear surface of the module. Do not handle modules when they are wet. Safety Precautions Photovoltaic modules produce DC electricity when exposed to light and therefore can produce an electrical shock or burn. Modules produce voltage even when not connected to an electrical circuit or load. Modules produce nearly full voltage when exposed to as little as 5% of full sunlight, and both current and power increase with light intensity. Use insulated tools and rubber gloves when working with modules in sunlight. PV modules have no on/off switch. Modules can be rendered inoperative only by removing them from sunlight, or by fully covering their front surface with cloth, cardboard, or other completely opaque material, - or by working with modules face down on a smooth, flat surface. Modules can produce higher output than the rated specifications. Industry standard ratings are made at conditions of 1000 watts/m2 and 25°C cell temperature. Reflection from snow or water can increase sunlight and therefore boost current and power. In'addition, colder temperatures can substantially increase voltage and power. nA ■ EVERGREEN SOLAIto Evergreen Solar modules are constructed with tempered glass, but still must be handled with care. If the front gloss is broken or if the polymer backskin is torn, contact with any module surface or the frame can produce electrical shock, particularly when the module is wet. Broken or damaged modules must be disposed of properly. Spruce PV modules are intended for use in terrestrial applications only, thus excluding aerospace or maritime conditions or use with sunlight concentration. Excluded applications include, but are not limited to, installations where modules are likely to come in contact with any salt water or where likely to become partially or wholly submerged in fresh or salt water, examples of which include use on boats, docks and buoys. Codes and Regulations The mechanical and electrical installation of PV systems should be performed in accordance with all applicable codes, including electrical codes, building codes, and electric utility interconnect requirements. Such requirements may vary for mounting location, such as building rooftop or motor vehicle applications. Requirements may also vary with system voltage, and for DC or AC application. Contact local authorities for governing regulations. In the U.S., all installations should conform to the National Electrical Code (NEC), including Article 690 on Solar Photovoltaic Systems and all other appropriate articles and sections. Mechanical Installation Modules may be mounted at any angle from a vertical orientation to a horizontal one. The appropriate fixed tilt angle and azimuth orientation should be used in Document #DS20-007352 Rev B 1 v1.0 rev 4/21/06 order to maximize the exposure to sunlight. They may be mounted in either orientation, in "landscape" or "portrait." Modules should be bolted to support structures through mounting holes located in the frame's back flanges only. Four 1/4 -inch stainless steel bolts, with nuts, washers, and lock washers, are recommended for module mounting. Additional mounting configurations may also be utilized. Contact the factory for more information. Creation of additional holes for mounting is not recommended and will invalidate the warranty. The modules are designed for a maximum allowable design pressure of 50 pounds per square foot, which may correspond to a nominal wind speed of approximately 125 mph in certain circumstances. Actual maximum allowable wind speed may be influenced by module type, mounting configuration, location, and other factors. In no case should modules be exposed to pressures greater than 50 pounds per square foot of uniformly distributed wind, snow, or other loading. Care should be taken to avoid mounting modules in areas that are prone to drifting snow, icicle and/or ice dam formation. For example, a module mounted with its edge located directly above an overhanging roof eve is likely to be subjected to ice dam formation. The weight of an ice dam or icicle can easily exceed the allowable 50 pounds per square foot of uniformly distributed load. A clearance of four inches or more behind the modules is recommended to permit air circulation and cooler module operation. Elevated temperatures lower operating voltage and power and shorten module lifetime. Clearance of 1/4 inch or more between modules is required to allow for thermal expansion of the frames. Electrical Installation Modules should be mounted to maximize direct exposure to sunlight and to eliminate or minimize shadowing. Even partial shadowing can substantially reduce module and system output. Furthermore, partial shadowing can elevate the shaded portion's internal temperature, which may lower output and shorten module life. Bypass diodes are factory installed (see Electrical Ratings table for details). Blocking diodes may be used where desired to prevent reverse current flows from external sources into the PV array in stand- alone PV systems when the charge controller does not block such reverse currents. Blocking diodes, when used, may not be substituted for any required overcurrent device. When reverse currents can exceed the value of the maximum protective fuse marked on the back of the module, a properly rated and certified overcurrent device (fuse or circuit breaker) must be connected in series with each module or string of modules. The rating shall not exceed the value of the maximum protective fuse marked on the back of the module. All electrical components should have ratings equal to or greater than the system voltage. Do not exceed the maximum allowable system voltage as listed on the module label. All module frames should be grounded for safety. The module frame is provided with grounding holes that accommodate self -tapping screws. A #10-32 stainless steel thread cutting screw is recommended. Under normal conditions, a photovoltaic module may experience conditions that produce more current and/or voltage than reported at Standard Test Conditions. Accordingly, the values of short circuit current, Isc, and open circuit voltage, Voc, marked on UL -listed modules should be multiplied by a factor of 1.25 when determining component voltage ratings, conductor capacities, fuse sizes, and size of controls connected to the module output. In the U.S., refer to Section 690-8 of the National Electrical Code for an additional multiplying factor of 1.25, which may be applicable. Rated electrical characteristics are within 10 percent of measured values at Standard Test Conditions of: 1000 W/m2 , 25°C cell temperature and solar spectral irradiance per ASTM E 892. Spruce Line modules are equipped with factory - installed wires and quick connectors. These modules have been designed to be easily interconnected in series. Each module has two single -conductor wires, one positive and one negative, that are pre -wired inside the junction box. The connectors at the opposite end of these wires allow easy series connection of adjacent modules by firmly inserting the male connector of a module into the female connector of an adjacent module until the connector is fully seated. A separate return wire or wires may be required to run the positive and negative terminations of the series Document #DS20.007352 Rev B 2 v1.0 rev 4/21/06 THE STANDARD IN PV MODULE RACKS"" 4k WON SolarMount Rails CT Series CB Series Top Mounting Clamps Bottom Mounting Clips The heart of the system. Four mounting slots in the SolarMount r Mount your modules to the rail 0 Use CB Series clips whenever you rail give you ultimate flexibility for from the top. This is ideal for flush prefer to attach rails directly to the module mounting and foot placement. mount applications, such as residen- module mounting holes. Simply fit Clamp modules to the rails from the tial rooftops, where it is most conven- the clip into its rail slot over the top, freeing yourself from the con- 'ient to pre -assemble rails and footings mounting bolt for a secure connection. straint of the module mounting holes. before installuig modules. Or clip and bolt modules from the Adjust the clip position anywhere bottom to either side of the rail. The .Clamps also free you from the within the rail slot. Alignment of rails footing bolt slot gives you complete constraints of module mounting to module mounting holes is always freedom of footing placement. You'll, holes. Achieve a secure attachment easy and convenient. always be able to hit the rafter. anywhere along the modules frame. S trut-in-lbbe TLH Series 12, L -Feet Stmt -in -Tube Style Legs 0 Quickly set the precise tilt angle required. Two styles are available — TLH Series for high profile installa- tions and TU Series, for low profile. Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want --up to a maximum of 60 degrees — without cutting and drilling at the job site. 3 Standoff STF Series 0 Splice Bar L -feet 0- Standard for ground mount .installations. Use them in many resi- dential rooftop installations as well, particularly with asphalt composition shingles, and in many commercial roofing applications. Rail mounting holes are at two heights. In flush mounts use the upper hole to raise the modules and promote air flow for cooling. Where aesthetics are the greater concern, use the lower hole ,to keep the modules close to the roof. fi Standoffs and Splices 0 Use standoffs whenever flashed installations are required—tile roofs for instance. All standoffs, 3, 4, 6, or 7 inches tall, are compatible with Oatey® 11/4 -inch No -Calk' elastomer collared flashings and other non -collared flashings See, www oateycom for details. STR Series raised -flange standoffs replace standard L -feet, and fasten directly to Solarmount rails. STF Series flat -top standoffs support strut stringers that fasten to standard L -feet, a typical technique on large flat roofs. 0 Splice Bars slide into the footing bolt slots of SolarMount rail sections, joining rails end-to-end in long, low -profile installations. L TH E -STANDARD IN PV MODULE RACKS"" G41. BuuDING DESIGN SERVICE STEVE MeWMIRTER 34S-SS41 113B Wcut ath Ave. chioo, CA 959261 4. 4, r 4 -- AL -1 - 6,>-7 7 6,70 037 F_ reoL 11 Ed, Er2-- �x t1 MUNIT`� AM SMUCTURES AND EQUIPMENT INCLUDING OMMANGS SHL BE CLEAR OF ALL EASEMENTS. A SET BACK OF FT. F7. FROM THE SIDE AND Environmental Health Fr. FROM THE REAR PROPEP,7,1' 1ANIFS, -a,%'D MAY 12 26o5 FT. FROM THE F.OAD CENTERLINIF F'IALL BE CLEAR OF STRUCTURES ,;'IND EQUT-WENT IDE 'CGEM, Chlool calif0mla CORA 2.Fr EAVE OVERHANG. REVIEWED BY PHT-rt= CO cin F_ DEPT. CALIF. DEPT. of FORESTRY D approved as submitted 4 approved with conditions r aftac ed sheet. Signature Date - CE) O N (0, 6,rAj 4T� Arrgovof) 7 jj C *. (z Ed, Er2-- �x t1 MUNIT`� AM SMUCTURES AND EQUIPMENT INCLUDING OMMANGS SHL BE CLEAR OF ALL EASEMENTS. A SET BACK OF FT. F7. FROM THE SIDE AND Environmental Health Fr. FROM THE REAR PROPEP,7,1' 1ANIFS, -a,%'D MAY 12 26o5 FT. FROM THE F.OAD CENTERLINIF F'IALL BE CLEAR OF STRUCTURES ,;'IND EQUT-WENT IDE 'CGEM, Chlool calif0mla CORA 2.Fr EAVE OVERHANG. REVIEWED BY PHT-rt= CO cin F_ DEPT. CALIF. DEPT. of FORESTRY D approved as submitted 4 approved with conditions r aftac ed sheet. Signature Date - APPROVED Butte County Emrftonmental Health � pa� _ / BUrLDING DESIGN SERVICE STEVE McWmMR 345-5541 130 West 8th Ave. Chioo, CA 95926 44, 6i G 14 Ic.o , oo., 9557 0 Tiz,-Hr L1 N E •N. lotSo' BUILDING DESIGN SERVICE STEVE MCW®RTER `. 343-5541 113B Wcut 8th Ave, Chioo, CA 95926 W)foo t - r r C�7 CES Cell G' X 44 C-7 - 6,70 - 037 0 5 MSN . -rt_ TL, �PPR�ui� T) Tit -Or- LIOF Pix s 77�, r L�ua F� I EL p LU Environ►nental Health _ MAY 1 21005 Chlor Calif®mla M62ER9R199 BCSI-B1 SUMMARY SHEET - GU�I�DE FOR HANDLING, IINSTALLIING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Handlinq Installing & Bracino of Metal Plate Connected Wood Trusses for more detailed information: Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCS! -3 Summary Sheet - Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningiin modo que identifique la frecuencia o localizacitin de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalaci6n y arriostre temporal de IDs trusses. Vea el f2= BCSI 1-03 Guia de Buena Practica Data el Manejo Instalaci6n y Arriostre de los Trusses de Madera Connectados con Placas de Metaloara para mayor informaci6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los amostres permanentes en los miembros individuates en compresi6n. Vea la hoja Les6me0 BCSI-B3 para los arriostres permanentes y refuerzos "log miembros secundarius (webs) para mayor informaci6n. EI resto de arriostres permanentes son la responsabilidad del Disehador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear �r gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO QAllow no more No permita mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramp. and airports. ,a 1 6 -ma.. 11 QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK Ra �gC46bor QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por Una semana o mas deben ser elevados con bloques a Cada 8 o 10 pies. For long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor ttempo, cubra los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. Utilice cuidado especial en dias ventosns n rprra rte cables electricos o de aeropuertos. Spreader bar for truss bundles Z -O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Qr Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or _ - - ; % ; Trusses 30' or - less, support t U less, support at at peak. nq t quarter points. r ` Levante Levante de del pito los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' ies o menos. Trusses up to 30' F Trusses haste 20' �I p Trusses haste 30' HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga Cada truss en posici6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mos de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60'orless Approx. 1/2 --a.. Tagline truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreaderbar Attach above or stittback 1m x. max. mid -height AL.— Spreader bar 2/3 to f— 3/4 truss length —� Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SODRE 60' BRACING - ARRIOSTRE QRefer to BSI -B2 Summary - Truss Summary Shit - Tru�In�lla- a Gori and Temoo�ry B�ciag for more information. Vea el resumen BCSI-B2 - In�tain de Trusses4 y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well 4 before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este mdtodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies'maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60'6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80" 4' o.c. max. 60 a 80 pies' 4 pies maximo -Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un ingeniero para trusses de mas de 60 pies. Q See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. Refer to BCSI-B6 Vea el resument'7f Repeat diagonal braces. B�rru reI-B6 - Arrio reI-B6 - Arrio�re IJ Repita los arriostres deljSLV1ssterWaLus terminal terminal diagonales. de un til tecYl3�lSn tecYo as dosa dos aguas• n( Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of fuur trusses until all trusses are set. Instale los cinco prlmeros trusses con espaciadores, luego los arriostres diagonales. Repita €ste procedimtento en grupos de cuatro trusses haste que todos los trusses estan instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12'length lapped over two trusses. , 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shuwn fur cldrity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 30'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clarity. lateral bracing DIAGONAL BRACING IS VERY IMPORTANT 46 iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEI BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 1-1/8° 18.8' 10' o.c. for 3x2 chords - Tempos and' 15 15' o.c. for 4x2 chords Diagonal braces Permanent Bracing ,q every 15 truss for Parallel Chord 1 1-1/4° 5' spaces (30' max.) Trusses for more 2° a: 33.3' ~ 1-3/4" 7' information. 2° a 8 Vea el resumen BCSI-B7 - Arriostre QDo not proceed with construction until all bracing is securely Maximum Stack Height temporal v permanente de The end diagonal No proceda con la construcci6n hasta que todos los arriostres trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION I'7f Tolerances lJ o erances or -Out-of-Plane. - ane. — o era� ncias para Fuel...-.d-'e----P--ian -o--. Bovv -------- f Max. Truss ngh MB Bow Length ,1Mex' Bow Length — Length 7/8° 14.6' 3/4" 12.5' U Tolerances for D/50 D(ft.) 1° 16.7' IJ Out -of -Plumb. t 1/4" 1 1-1/8° 18.8' Tolerancias para ` 1/2" 2' 1-1/4° 20.8' Fuera-de-Plomada. a 1.3/8" 22.9' o Plumb 3/4" 3' Clay Tile /bob 1" 4� 1-1/2° 25.0' 1 1-1/4° 5' 1-3/4° 29.2' D/5o max I - 1-1/2° 6' 2° a: 33.3' ~ 1-3/4" 7' 2° a 8 CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construcci6n hasta que todos los arriostres est6n colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to OCSI--B9_ Summary Sheet - Construction Loadino for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informaci6n. 0 Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuates. Materiel Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 buntlles Concrete Block 8" Clay Tile 3-4 tiles high QPlace loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. QPosition loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES © Reter to BCSI-B5 Summary Sheet - Truss Damages Jobsite Modifications and Installation Errors. Vea el resumen BCSI-B5 Dafios de trusses Modificaciones en la Obrares6men BCSI-B5 de trusses Modificaciones en la Obra y Emotes de Instalaci6nde Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de los trusses, a menos que est6 especificamente permitido en el dibujo del diseno del truss. M_ � Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcct6n o han sido-alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, Ne Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood lasses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss ErectbNtnstallation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any respon9dlity for damages arisingfromthe use, application, or rellanxe on the recommendations and information contained herein. I,I � WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, W1 53719 583 D'Onofdo Drive • Madison, WI 53719 608/2744849 • www.woodtruss.com 608/833-5900 • www.tpinst.org BIWARN11117 031125 fl5AkL1IV E RWO No' CLIA! HOJA RESUMEN DE LA GUTA DE BUENA P MG-TRGA PARA EL MANE]Or INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA GONECTADOS GON PLACAS DE METAL rvJ ri oo-i PIPg, BUILDING DESIGN SERVICE STEVE MCWHIRTER 34S-5541 113B West ath Ave. ChioD, CA 95926 r — fll--,c> f >c) �-r� IF— PLAVISION - BUILDING PLAN APPKUVAL Ilse: Date: parking:--- to Other. signati,ira: Envl""'O'Ital Health MAY 12 2605 Chloo, Callfor,,l. �� �� --;17 BUT-Ri cou" lUILDING DEPARTAMW ♦ p p R 0 �'� . �l�.-jam 0 T T) PLAVISION - BUILDING PLAN APPKUVAL Ilse: Date: parking:--- to Other. signati,ira: Envl""'O'Ital Health MAY 12 2605 Chloo, Callfor,,l. �� �� --;17 BUT-Ri cou" lUILDING DEPARTAMW ♦ p p R 0 �'� . �l�.-jam BUILDING DESIGN SERVICE I -- STEVE ZT�R 34S-ssal +14- 5� A 4.{ (q as-ssIID 113B Went 8th Ave. Chioo, CA 95.926 6 I -I 9 597 047 - 6,70 _ 0,*7 `, 44, 6i CE) IN IN 6-ou APP�ur'� Lilo E.- Tl. -ra 60nMuNI�( '-I -� FI E -L P 6 201 `fO 77 -3 BUTTE COUNTY BUILDING DIVISION APP OVE® PLANNING DIVISION - BUILDI PLAN APPR]Other User Date: 0 Parking: Lawsca nD: 1 ' Signature: . t BUILDING DESIGN SERVICE I -- STEVE ZT�R 34S-ssal +14- 5� A 4.{ (q as-ssIID 113B Went 8th Ave. Chioo, CA 95.926 6 I -I 9 597 047 - 6,70 _ 0,*7 `, 44, 6i CE) IN IN 6-ou APP�ur'� Lilo E.- Tl. -ra 60nMuNI�( '-I -� FI E -L P 6 201 `fO 77 -3 BUTTE COUNTY BUILDING DIVISION APP OVE® PLANNING DIVISION - BUILDI PLAN APPR]Other User Date: 0 Parking: Lawsca nD: 1 ' Signature: �rw,.rawa.o i' 81ii"tJ IC btVM VbbtiOAW SERVICE A - d `TER +I 4- 5-� (._,n. N} E -- 113B Wed nth Ave. Cbioo, CA 95926 + L� G-�. 95-917-5 597x P . +J. C*7 - 6,70 - 0,3V c , 44, LC-) Ce?H I/ - W& W& L—V-- 0 0 I� 5 (f) 6OU r1 i �i , tJ E.2-- (T) Liq E- rL, �tj Lj361 501 LEAs44 6 2v' Environmental Health MAY 12 2005 Chico, California , REVISIONS BY `0 u CK u cr Z 00 00 L SCALE k DRAWN I I ( -- JOB SHEET OF T14 0 9'.'k® 0 REVISIONS BY a x; 9'.'k® 0 REVISIONS BY u Z v CAs DATE SCALE kjo-r- 42 DRAWN G " JOB SHEET OF -14 SHEETS STOCKDRAFTING FORM NO. FOi-54 STOCKDRAFTING FORM NO. 101-54 61 ol N. (-, E -,A, v- vt7, r-- PLY 55-c-- 1-4 Ft_ O p 12Z PL—& F -f d !--I D z 4,- 0,1 F; " - T - '! �-) L L 4 > � *-- 12- " .& , e" , 6; ��) t1,& -x, P:F,-PO QP", O—AT-F— kjA,�Ej��, P Li L -F- --o 11 — --tr- -7� 2-x PILE- li v _77 REVISIONS BY %0 c cli Oe Mal tj 1>1 ao as IT 10 14 DAT SCALE Ck,%Sa DRAWN w— I JOB SHEET 3 -s x, N4 b z 4,- 0,1 F; " - T - '! �-) L L 4 > � *-- 12- " .& , e" , 6; ��) t1,& -x, P:F,-PO QP", O—AT-F— kjA,�Ej��, P Li L -F- --o 11 — --tr- -7� 2-x PILE- li v _77 REVISIONS BY %0 c cli Oe Mal U 1>1 ao as IT 10 14 DAT SCALE Ck,%Sa DRAWN w— I JOB SHEET 3 le, YnK.""' r t --7 LT MG � -t�- --A r. VONNo��,�p L6 IJ I CfS PRAWN LL - PATE - - ---------- JA� NO, Id CfS PRAWN PATE - - ---------- JA� NO,