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047-440-058
FAILURE TO FINAL 2/24/00 � .. _... r. _.�. va. Vie. •!'x. 'sW _~—�44�� Jg 047-440-058 99-0033 DEADMAN,13utch ! 4295 Tuliyani Drive, Chico Contr: Owne- F Z`a h % Oa garage I 047-440-058 01-1773 7 OTT, MIKE & PAULA A 4295 TULIYAN DR. CHICO n CONT: CAREFREE POOLS ail NEW POOL -7-31-01p 047440-058 04-1237 OTT, MIKE ' 4295 TULIYANI, CHICO I CONT: OWNER DETACHED GARA7,E r � .. _... r. _.�. va. Vie. •!'x. 'sW _~—�44�� F NOTES r� .t RESIDENTIAL 047-440-058 ;" 01-1773 OTT, MIKE & PAULA `4295 TULIYAN DR`CHICO CONT: CAREFREE.POOLS I NEW POOL 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER - JOB FINALED (D t� Signature f CHECKED BY J ==JK" 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date- MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ PL'G Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t tils; Date Card B-1 Date Card B-1 Date c.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1. Zoning Requirements -Setbacks -Easements 9. 2. Footings; Size -Spacing -Marriage Line . Plumb.; Cir. Test -Water Supply Test ZO S 1 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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, COVF►fS, CARPORTS GARAGES (Plans) OK except #'s Wr 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- Rttrs.-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 t tils; tbacks-Easements Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. c.; Receptacles and Lighting, Distance-GFI 3=g Q 6. . Elec.; Pool Lighting; 15 Volts-GFI 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. ealth Department Approval . Plumb.; Cir. Test -Water Supply Test ZO S 1 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils -Steel -Elea Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roft Brac.-Truss-Shting. -Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from 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: ✓'-- - ... .....�'�r-' . ., . ..-.,..rte *'i. -.-•- �.i..._-. .. .... ....COUNTY OF BUTTE -- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 17 -rl, a- / 77 OWNER PERMIT NO: A routine inspection indicates that the following violations of Butte County Ordinances exist at f 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. moi- 1773 r4 h�. frs,r� /./i �/� /�✓ r a /6! /;_E % Date �l v & Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev_i"s APPLICATION AND PERMIT AS� RP CQNLIMBER ZO-ARi "G BUILDING PERMIT OWNER TELEPHONE On, MIKE & PAIJA 345-5191 SO. FT. OCC. BUILDING VALUATION {CONT 22t000.00 OWNERS MAILING ADDRESS 4295 TMIYAN DR. CHICO -- CONTRACTOR'S NAME CARE FREE POOLS1342-4639 TELEPHONE CONTRACTORS MAILING ADDRESS 9 ALYSSUM WY. CHICO. CA CONSTRUCTION LENDER LENDER'S MPJUNG ADDRESS Fireplace Total Valuation $ 22,040.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 429 Y Energy Pian Checking Fee $ $ PERMIT FEE $ 2WV% LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Cry. Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE S 33.00 ELECTRICAL PERMIT Fling Fee 20,00 ' S Main Service zoE00VOA OROR LELESSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.- License Class (' 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, 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: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'con pensetion insuj�ance carrier and policy number are: Carrier .l 4 S CO as Policy Number I C /061 G 1Sle)AaA (The above sections need not be completed if the permit 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 fort with comply with those provisions. X Date _ 7 /�/Q� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( e ACC. BLDS. SO 3.5QFT. µq°�ID MULTI.OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. BAL 00 Ex. Occup. OUTLET OR FocruREs 20 ®+.50 Ex. Occup.OFIx�E�o�A A� of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POM EM I 130.00 PERMIT FEE S 30.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 353.00 HAZ. D. FEES IMP it FLOOD CDF PARCEL % PD X HD X ISSUE Y 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. a '' J/ /`� r By ._-� �l/�( Date ! PERMIT EXPIRES ON A 1 ?r r Dete Receipt No. ,, 1 _/' J 1 /3 71 :' 11� (- WHITE-D.D.S.-B.D. CANARY=ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .e t -i , BUTTE COUNTY ' DEPART.MENT,OF DEVELOPMENT SERVICES BUILDINGPERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041237 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: 08/17/2004 APN: 047-440-058-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 4295 TULIYANI DR CHI Date: Contractor: Map Index: Description: DETACHED GARAGE 864 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: OTT MICHAEL RODNEY &PAULA RENS permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a HILL signed statement that he or she is licensed pursuant to the provisions of 4295 TULIYANI DR 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).): 9—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 OTT MICHAEL RODNEY 8r PAULA RENS owner of property who builds or improves thereon, and who does Applicant: such work himself or herself or through his or her own employees, HILL 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.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for 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. ❑ 1 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: Total Square Ft: 864 S. F. Policy #. ICY that in the performance of the work for which this permit is Issued, Valuation: $20,736.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if ,I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith co ly with t ose provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodA anrVor I hereby affirm that there is a construction lending agency for the work indicated .b1b a for which fees have been paid. ResolutionsND22v performance of the work for which this permit is issued (Sec 3097 Civ.) ( ' Name: By: \ Date: PERMIT EXPIRES ON: I 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. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. 1 hereby authorize representatives of Butte County to enter upon t above mentioned property for inspection purpo s Print Name: Signature: �) !� Date: owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 �1 PERMIT NO. DATE: APN: i�� ZONING: NEARESP CR SS TR ET: TRACT/LOT#: SITE ADDRESS: CITY, ZIP: OWNER NAME: PHONE: STREET ADDRESS: 4 FAX v CITY, ZIP: E-MAIL: APPLICANT NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: LICENSE NUMBER: LICENSE TYPE. ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP:LICENSE ,NUMBER E-MAIL: DESCRIPTION)OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, anew application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: � I � n� Notes: vJ n l 0 b Application Received bW C�, a PP Y: Date: Receipt number:2 (�C(� Amount Received: —7 02 9 B. C. Building Pen -nit 01-23-04 pg 2 V 3, 5 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY v Piot Plan Attmchad Floor Plan Ahad eM to 8. %GL2D H�oZ9,0 cur`(�%- cy Owner Locatioff Plan Approved for: Sewage Disposal -Z Water Supply: Public Clearance for d rug. Other 9-q *' ZC 3 & f 612ea —.)d Hold final for: Final clearance O.K. for: NOTE: AP# Private Well t4Environmen I Ith Specialist 4 -1c, -G4 D to 8/96 v +� sj' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Centex Drive,broville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 p PERMIT APPLICATION DATA SHEET (J OWNER: �� �I ASSESSOR PARCEL NUM R D l 7' O S D ayProposed Building Use: ,J C1(�1- (� Counter Technician*4ordr Date: Items required in order to apply for a permit. All boxes MUST checked OR marked NA o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 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! Z_ 5. Letter from Engineer or Architect for truss design review. _T_l_ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 0 16. Other. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)%, ❑ 17. Fire Sprinklers .................................... p........................................................ ❑ 18. Agricultural Buffer clr 9nd site plan ap5from tlie Ag Commissioner Sent by f ❑ 19. Soils Report and/or Engineered Foundation required ....................................... `.... ❑ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet........... ................... -/ ❑ 2. City of Chico Plumbing permit ................................. .......... ....................... 23 California Department of Forestry plari approval aid. Sent by: ............. 24. Planning approval (A)'Use: (B)Parking: (C) Parcel Check: O ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form.............................................................................................. ❑ ;: 27. Encroachment Permit for driveway from the Public Works Dept...... ..:"................. ❑ 28. Pre -Inspection for required....... ❑�' Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier audpolicy Number .......................................... 31. Owner -Builder Verification (Ven to owner, _Mailed to owner) .................... )), ❑ 32. Letter of Signature authorization................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 1. 0 34. Manufactured home utilityclearance.................................................. !............ ❑ '35. Existing violations and/or expired permits ........................................,.......... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant ed; ❑ M.H TitlelStatement of Fa ❑ Letter from Leg al,111 ner, ❑ Check to H.C.D. $ 38. Other: vv 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a bujl�iing permit. Applicant: _ ��,�p e 1. Index per it ap icati or the abc ambe• Plan C eck Letter 2. Additional il4 s require _ Contractor, esigner,45D was advised of the above data byne, bmail, ❑ counter, b Date: Contractor, designer, owner, s advised of the above dat by ❑ phone, ❑ mail, ❑ counter, by' Date: "Plans reviewed by: Dale: Plans approved by: Date Structural reviewed by Date: Structural approved by: • Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER Oft, PROPR SED BUILDING USE -ell A.P. # 0 DATE '1 ' ✓�� RECEIPT # 1. BUILDING PERMIT FEES e S V r ` (V --- Balance Due ..................... $ --- Additional Fees Due......... --- Revised 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. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER DATE REC. At time of permit a lication, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed jk6ring the plan checking process. APPLICA�d'T DAT Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) * COUNTY OF BUTTE DEPARTMENT OF DEVELIOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 i SCHEDULE OF RECEIPT OF FEES ► " OWNER ` 16�M_ 1I PROPROSED BUILDING USE*ltJ� � f A.P.# O I DATE L('"5o-" RECEIPT # 1. BUILDING PERMIT FEES01 S Y r ` (F --- Balance Due ..................... $ `I( --- Additional Fees Due........... $ --- Revised 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. DATE REC. ?. - / 9- (1 � P 4. URBAN AREA FEES (paid at Building Division) y Residential (per unit)..... X• �$ , �� # Units Amt. r - . F /Commercial (Sq. Ftg.).... X = $ �,•✓ Sq. Ftg. Amt. C•,-5' RECREATION DISTRICT FEES , _ 7. :' (paid at Recreation District Office) (form available after Plan Check) �* 6; THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 4- _ 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone : 4 # Units"., .it—^V � Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above feesfare-re i d to be�paid?pnor to Issuance of the permit. These fees may be changed •1dring the plan checking process.' _ rr APPLICA DATk -`, l Pursuant to Government Code Se date of recttiorf 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 proles are specified ys from thn Govemmen Code Sectthe ion 660 roject 0(a)m the imposition of the above mentioned items during which you may protest. The requirements for a Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) :COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965. TELEPHONE (530)538-7541 1 SCHEDULE OF RECEIPT OF FEES OWNER i PROPROSED BUILDING USE L, 1 BUILDING PERMIT FEES` f!r 4 A.P. # 0 �-�- DATE RECEIPT # d A;, --- Balance Due ..................... $ ( U t (- f , , /I .. / !�I) --- Additional Fees Due........... $ --- Revised 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. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X+ =,$ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. pp ('f'-5. RECREATION DISTRICT FEES , :I (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone, X = $ 7Zone- # Units _Amt. s DATE REC. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees ire required to be paid prior, to issuance of the permit. These fees may be changed during the plan checking process.' APPLICALIA- — ., , DATE,// 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 orfrom the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in GovernmentCodeSection 66020(a), Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) O.B.- I OWNER -BUILDER' VEWFICATIiON Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property jimnrovement : YESANO ❑ 2. I HAHAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUM R: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I OWNER BUILDER INFORMATION - I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER SITE PLAN REVIEW APPLICATI`Ot N c/ Date: AP# Permit Number (if applicable) 0`1- APPLICANT INFORMATION Parcel Size: 0� Z 1 � L u LAW- Owners � C S� -assn Owners Name: ' f Owners Address: `'1 U I L ` i ('ayw'1 C C-0 Ok Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home 9f Residential Accessory - ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By 41 C Date -7 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.: (D ockj C, 0 DX3 O 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 Califomia Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Sy I ( N (' S P) 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 G�L-6' (to, n -v Side �(].U.0 u, W44% Side Street �t p 1 &A,.A 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 r Applicable Development Fees: Standard Fees Amount Formula ❑ Fire �❑ School* ❑ Parks/Recreation F-1 Roads Sheriff ❑ Drainage t"NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Impact Other -------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: 1 S.I+f VAu-e( t;�Tp Map Date of Recording: [CC) l Lot: .- '1� ❑ Use Permit/Minor Use Permit Permit Number: Book: I - /. Date of Approval: S UjYV Cho u�- AA-o-� 0 Ln --L(I 14 0 -0-1 Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control 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 roa ❑■ Paae 4 of 5 ❑ , Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CMarryABuilding Permit Site Plan Reviewl.doc Page 5 of 5 Fu thill Estate , Tentative Subdivision Map, AP 47-44-29, 19 lots located on the west side of Garner Lane on the south side of Green Meadow Lane. Chico area. Engineer: Rolls, Anderson and Rolls Land Development Division conditions: 1 Submit road and drainage plans to the Department of Public Works for approval and install the required facilities. 2., Provide 20 feet radius property line returns at all street intersections. , 3 Provide right-of-way for standard No. S-5 at all street intersections. Indicate a 50 ft. building setback line from the centerline of all streets. 5 Street signs shall be provided by the developer at all street intersections per County requirements. (Submit 5 alternate names for each street to the County address coordinator for approval of street names.) -rule Ya hi, De. �Wa--fe Dk, alq .7-/2- fy) 6 Construct one-half plus 12 'foot street section on Garner Lane / to RS -3A road standard with 2" AC, 8" AB, SC 250 prime, fog seal and 95% relative compaction. Construct full street section on interior street to RS -3B access road standard. Minimum structural section to be 2" AC and 8" AB with fog seal and 95% relative compaction. Submit design to County Department of Public Works for approval. "R" value determinations and other data may be required to support section design. 7 Provide. monumentation.as required by the Department of Public Works in accordance with accepted standards. - 8 Street grades and other features shall comply with the Butte County Ordinances, design resolution and other accepted engineering standards. 9 "Provide permanent solution for drainage. .1�10 All easements of record to be shown on the final map. 11 Meet requirements of the Butte County Fire Department or other responsible agency. 12 Street lighting shall be provided in accordance with Butte County requirements, accepted design criteria, and recommendations of PG&E. e0 Provide 1 ft. no access strip on Garner Lane frontage of Lot 14 Meet, ,the requirements of'the utility companies (i.e., PG&E, Pacific Telephone, water, sewer.) 15 Pay any delinquent taxes or current taxes as required. 16 Form a County Service Area for storm drain maintenance and street lighting. 7A/�f �-- 17 Developer shall provide all required traffic safety signs, including stop signs. Health Dept. conditions: 1 Provide an area for wells and 100 ft. leachfield free setback around those areas on parcels 1-19. 2 Provide a 100 ft. leachfield free setback around existing wells either within the property or within 100 ft. of the property -boundaries. 3 Show a 50 ft. leachfield setback from the drainage way on parcels 10 and 11. 4 Prove that the required usable sewage disposal area exists on parcels 2, 8, 9, 10, 11 and 18. Combine with any adjacent parcel any parcel not proven to contain the usable sewage disposal area required by Subdivision Ordinance. 5 Indicate on the tentative map those wells that are proposed to be destroyed under permit in order to provide required usable sewage disposal area. Destroy those wells under permit. 6 Provide a 100 ft. leach free setback area from the storm drainage detention pond if pond is required, or other setback as required by Environmental Health. Planning Dept. conditions: A development impact fee for Sheriff Facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the J ' � t i Butte County Code, prior to issuance of building permits or Use Permit in the case of a mobile home park. Said fee amount will be determined and calculated as of the date of application for the building permit or Use Permit. �t 2 Provide for future circulation to the south by establishing (<a a 60 ft. road right of way between Lots 13 and 14 or lots 14 and 15. Mitigation measures: 1 Enter .into an agreement running with the land for the mitigation of cumulative traffic and drainage impacts within CSA #87. This shall include the payment of a deposit as stated in the agreement, to be used for road and drainage improvements. Place a note on the additional map sheet that states: "Fire suppression sprinkler systems shall be installed in all new 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 13 D." Sjj 8 C � N89°33'00'E L A ALE BA31S OF BEARING RECORD DATA THE BASIS OF BEARING FOR THIS SURVEY IS THE SOUTH LINE OF REMAINING R-1 RECORD DATA PER RECORD OF SURVEY RECORDED LANDS AS SH01R1 ON R-1, TAKEN AS NORTH 89.33'00' EAST BETWEEN THE FOUND IN BOOK;120 OF SURVEYS AT PAGE 50 MONUMENTS SHOWN ON THE MAP. R-2 RECORD DATA PER PARCEL MAP RECORDED IN BOOK 93 OF NAPS, AT PAGE 28 a SITE LOCATION MAP NO SCALE 70 M 75 2 I I I 3 I GREEN 67 M 61 I I MEADOW I I 65 M 32 82 M 50 $Tl6 LANE I I I I 30 W' 1 g g N 89.33 OO,E (R_I am) .00 CALL PER R-1) Im 10' PU.E. 8 1 i N CENTERLINE MONUMENT 174.50" I 224.40 I 224.40' I 190.10 z -- 190.10- -- 190.10 190.10 190.10 190.10 190.10 190.10, 1 - w _3' P.U.E. 3 P.LLE. i 3• P, U.E. - }' P.LLE. _ _ _ _ 144.29 I� 1�- 1 lo• u•39' J' S -I 3' P.U.E. 1 }• P,U.E. 3 P. u. E. }' PU.E 3 P_UE_; I • PLLE - I 190.10 --- ----190.10' --- 1 _ - giP LOT 10 w LOT 9 gm Im 1.17 AC. GRO55 $ m 1,03 AC. NET _ LOT 8 $-NI I.IB AC. GROSS 1.03 AC. NET o m LOT 7 dmf 1.00 AC. GRO55 &' 0.87 AC. NET .0 - I LOT 6 �m 1.00 AC. GROSS 0.87 AC. NET - LOT 5 <m 1.00 AC. GROSS 0.87 AC. NET -0 °' LOT 4 oti LOT 3 d.ml I.W 4C. GROSS N O.B7 AC. NET c m w l LOT 2 e -m I 1.00 AC. GROSS a I Q87 AC. NET .0 !� LOT 1 P 1.00 AC. GROSS n 0.87 AC. NET m 1.00 AC. GROSS 0.87 AC. NET m a s 1.01 AC. GROSS z 8 10 P.U.E. O 8 1 g g o 10' PU.E. 8 1 i N CENTERLINE MONUMENT 6y u 0.98 AC. NET j I 2 z - - - - 50 '----- z ---224.40----_ z -- 190.10- -- z '-- 190_10' _---" z _--" 190.10' "-" z ---" 190.10 ---- • z '--" 190.to' "---' I z l - --190.10=---- I I N --- m r w N 819.33' 00 E / 3 TUL/YA_N/ N 89.33' 00' E 1569.79 OR/VE ` N 89.33'OO'E R -I 8M _ I I v _ _ _ _ 144.29 I� 1�- 1 lo• u•39' J' S -I a ' '190.10, (R -18M1 o a_ • 4 175.57' --- --139.91 -- 6 I N10.00 -- 140.28-- 190.10 --- ----190.10' --- ---190.10'----- I - 190.10 •� -, _ s ]0' DEEDED TO - o I -w ro P.UE. w I B I w C -p 10'P. U.E. w I w ,p w PARCEL 8 w g 8 m' m BUTTE CWNtt I b - u n I wwla �� o I PHI ay 1 a I N I v n "I v l Q_ t3! si oh I R w -AS. N0.9}054474 l i z 3 LOT II LOT 12 Sm m LOT 131 1 LOT 14 0 -e LOT 15 g� LOT 16 Om_I LOT 17 <" mA1 LOT 18 O� LOT 19 an - NOT A PART 1¢ N89.3300E 30.00 nl yp� m_ y� I 1.01 AC. GROSS S I. W AS GRO55 1 "' I W AC. GROSS 10.73 g m _ I 1.00 AC. GROSS I LW AC. GROSS 8 1.00 AC. GROSS -1 1 1.00 AC. GROSS g I.W AC. GRO55 - n 10 P.UE. I w 1.17 AC. CAO55 $ 0.88 AC. NET z 0.73 AC. NET I a^-1 AC. NET I I 0.87 AC. NET I 0.87 AC. NET 0.87 AC. NET i I O.B7 AC. NET 0.87 AC. NET O N A.S. N0.93-050479 I !` 1 106 AC. NET z . i PNF I IA PNF. I I HI'PNF 3'PNF I I ;'pili ;'PIIF i PIIF 31PLLE p N89-3}'W'E (R -IBM) 1954.00'(R -IBM) SET 5/8' REBAR VITN PLASTIC CAP o CURVE DATA NARKED R.C.E. 28998 �Wm IJ A SET BUTTE COUNTY STANDARD W � ti R - 50.00' D - 15.53'48' CENTERLINE MONUMENT a I I • FOUND 5/8' REBAR WITH PLASTIC CAP Q4 R - 50.00' D 154'31'30' MARKED R.C.E. 28998 (PER R-1) 05 R FOUND 3/4' IRON PIPE TAGGED © R - 20.00 D - 90'31'44' TAGGED L.S. 3336 (PER R-1) - I I x FOUND RAILROAD SPIKE (PER R-1) _ I I ♦ FOUND BUTTE COUNTY CENTERLINE MONUMENT e r,°'P II J 11 00'04'44• E 179.45'. (PER R-1) CALCULATED POINT, NO MONUMENT FOUND OR SET III I �wz M MEASURED BEARING OR DISTANCE m v I) a �•^••••• ONE FOOT 110 ACCESS STRIP KEEFERSLOUG t N89-3}'W'E (R -IBM) 1954.00'(R -IBM) BASIS OF BEARING CURVE DATA 01 R - 20.00' D - 89'26'16' 1 - 31.23' - ( R - 50.00' D - 15.53'48' L - 13.87' Q3 R • 50.00' 0 - 74'06'12' L - 64.67' Q4 R - 50.00' D 154'31'30' L - 134.94' 05 R - 20.00' D - 64'37'30' L - 22.56' © R - 20.00 D - 90'31'44' L 31.60' LINE QA DATA S 16.20'48' E 20.00' - 08 N 00'04'44' E 179.08' © 11 00'04'44• E 179.45'. 30.00' BE. EASEMENT PER 2610 O.R. 246 I ISHI VALLEY ESTATES SUBDIVISION FOR DOUGLAS ADAMS A DIVISION OF REMAINING LANDS AS SHOWN ON THAT CERTAIN MAP. RECORDED IN BOOK' 120 OF MAPS AT PAGE 50 BUTTE COUNTY CALIFORNIA ROft RE3C4B-050" S ROWS. • c-LENRINEERS 9 ! M SI9[FI .. aao. cu•o9Nw as9x9 JUNE, 1993 SHEET 2 OF 3 JOB NO. 90179 I I I 2 I 3 1 1 I I I I GREEN 50' LEACHFIELD FREE SETBACK AREA LES • EXISTING WELL LOCATION e PROPOSED WELL LOCATION ® PROPOSED FIRE PROTECTION WELL LOCATION - - 100' LEACHFIELD FREE SETBACK LINE 2 1 3 I j 2 ---4--- — I— --I -- I MEADOW I I LANE NOTE BALL FOUNDATIONS FON BUNDINOS WITHIN THIS SUBDIVISION SHALL BE DESIGNED BY A REGISTERED CIVIL ENGINEER OR LICENSED ARCHITECT IN ACCORDANCE MTN THE RECOMMENDATIONS OF THE GEOTECH NICAL INVESTIGATION FOR 5M VALLEY ESTATES BY LRA ENGINEERING IJDB NUMBER 93089G) DURING MAY.1993. AND ON FILE MTN BUTTE COUNTY BUILOWG DEPARTMENT. 3 I 3 I 2 I I I? J 7 I P 1 PI LOT 9i� LOT 8 LOT 7 - -LOT 6 LOT 5�l ^SLOT 4 L0T,3��J LOT 2 / / \ / N 1 I \ \ BUILDING Q' I I__ _-�--_ -� I SETBACK LINE f 1 —_ TUL/YANI _ DRIVE A A-----, — LOT \12-,— _LOT 13 LOT \14 LOT 15 LOT\16,_ _,LOT 17. _ _LOT I8_, P MOTES 1. THIS ADDITIONAL NAP SHEET SNOWS ADDITIONAL INFORMATION WHICH IS FOR 1NFORHATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF APPRDVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 1. DEVELOPMENT OF PARCELS WITHIN THE SUBDIVISION MAY BE SUBJECT TO PAYMENT OF SCHOOL FEES. 3.. FIRE SUPPRESSION SPROOO_ER SYSTEMS SMALL BE INSTALLED IN ALL NEW 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 13 0 UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM' WITH HYDRANTS THAT MEET FIRE DEPT. SPECIFICATIONS. SERVES THE PARCELS. 9. A DEVELOPMENT IKPACT FEE FOR SHERIFF FACILITIES SHALL BE PAID PURSU- ANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE 2 OF THE BUTTE COUNTY - CODE, PRIOR TO THE ISSUANCE OF BUILDING PERMITS. SAID FEE AMOUNTS WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMITS. //30-9'71 LOT' I / EXISTING BUILDING / SETBACK LINE PER R-2 19 I NOT A PART I I I jp0 ` I � I ---=140 r i�lIZ'l ISHI VALLEY ESTATES SUBDIVISION FOR DOUGLAS ADAMS A DIVISION OF REMAINING LANDS AS SHOWN ON THAT CERTAIN MAP. RECORDED IN BOOK* 120 OF MAPS AT PAGE 50 BUTTE COUNTY CALIFORNIA CIVIL ENGINEERS 99> (U 119ER PatA. GLSORxv. !!!]! JUNE, 1993 SHEET 3 OF 3 JOB NO. 90179 ME UM le a TO: Mike Vieira, Manager, Building Division Tom Reid, Director of Environmental Health Department FROM: Stuart Edell, Manager, Land Development Division, Public Works s� SUBJECT: Ishi Valley Estates DATE: April 29, 1996 Pursuant to discussion with County Counsel, please add the following note to all permits issued in Ishi Valley Estates, AP 047-440-045 through 063: "The applicant is hereby notified of the following litigation, which may affect drainage rights from the property to Keefer Slough: Levy vs. Adams, Butte County Superior Court Case No. 117740. SE/kp . Y cc: Mike Crump, Director of Public Works Bill Farrel, Director of Development Services Neil McCabe, Assistant County Counsel PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/c aics. ATTACH THIS FORM TOA COPY OF YOUR PLAN REVIEW_LETTER AND RETURN WITH REVISED AND oRTr;TRds I ei q uen COMMENTS: NUMBER PLAN -)let I (-. June 14, 2004 Mike Ott 4295 Tuliyani 'Chico, CA 95973 -Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-440-058 Building Permit Number: 04-1237 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: Per your parcel map, your foundation must be designed by an architect or engineer in accordance with the geotechnical report for Ishi Valley Estates. If you wish to discuss any "of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data, eheet. LaLda�Simpson- Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 0-0- �vk p4ao;z-oo� 5f J I ilo em5h o=or-5'6M 71 r Jan 28 04 08:40a, p.2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exce tion: Garages and Carports. Owner: Phone: Mailing Address SiteAddress: Assessor's Parcel Number: Zone: Please answer questions 1-16, and e.tpb n any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL 1. MORKMON: Is there a primary dwelling on the property? Ad Yes ` Yes No NoR. 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Will be this building? Yes ❑ Yes ❑ No No 5. any advertising, on or off site, associated with the use of SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer titan 20' to your front property line? Yes ❑ No,: S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No1�3- 9. Will the proposed structure encroach within any recorded easement? Yes ❑ Nojg�— CONSTRUCTION FEATURES: Will insulated floor, Yes ❑NoO- 10. this building have walls, or ceiling? 11. Will this building be heated or cooled? Yes El No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? e Yes ❑ No�— 15. What type of floor covering will the building have? 16. What type of %vall covering will the building have? /y®/d/ {i OVER 1 of 2 Jan 28 04 08:41a PROPOSED USE: (check only one bog) 1. ,J�Residential Storage Shed — I will be storing � v, I this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked 94, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House. ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy z ❑ Other— Use = i. Describe type orwoeabop :. lAnt be approved by the Buse Co=y PlmdR Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the e-rplanation. , Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Owner's 2of2 p.3 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate 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).): ld 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 ursuant to the Contractors' State License Law.). I Exem t undeMtic e 3 of the rofessionsCode Datewner: WORKERS' PB TION DECL TION I hereby affirm and enalty pury one of the f l ing declarations: ❑ 1 have an�ll-r�eirkairra C€Ri icatT— a of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: T#: 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 forthwit comply ith those provisions. Date: Applicant: WAR Failure ' corn ensatio coverage is unla su lett an employer to criminal penalties and one �7 fix/ hundred thousand dollars ($100,000), in addition to the cost of ` " V compensation, damages as provided for in Section 3706 of the Labor (( code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code. anWor I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505,. 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte eby authorize representatives of Butte County to enter upon the above mentioned property for inspecti urposes. Print Nam t Signature: Date: C) Li 0 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 P RMIT NO. (Rev. 12/96) APPLICA°TION'AND PERMIT 8/ / ,3- ASSESSOR PARCEL NUMBER ZONING 047-440-058 R1 BU I LDING P ERM IT OWNER TELEPHONE OTTMIKE & PAULA 345-5191 SO. FT. OCC. BUILDING VALUATION CONT 22,000.00 . OWNEEWS MAIUN�GTADDRESS TVDR. CHICO CONTRACTOR'S295 NAME CARE FREE POOLS TELEPHONE TELEPHONE 1-342-4619 CONTRACTORS MAIUNG ADDRESS 9 ALYSSUM WY. CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 22,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 4295 TUL Energy Plan Checking Fee $ $ PERMIT FEE $ 268.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W 920.00 PERMIT FEE s 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /� License Class 5 3 Lic. No. 3� a fa(1 OWNER -BUILDER DECLARATION r I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason - Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. SO 3.5¢FT. N"ONEW RESD MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CTR. Ex. Occup. OUTLET OR FIXTURES 20 Q''00 6AL O .so Ex. Occup..OUTLEEDTB REESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 9 50.0 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. ❑ 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 permitis issued. My workers' cpensation insurance carrier and policy number are: Carrier -7/V_S CO MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP_ $ Policy Number CX Z C / oo ( 9i.1$7n ")-00 (Che above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 !Jithcomply with those provisions. — Ar X Date _ Signature of Applicant - ❑Owner ❑ Contractor ❑ Aged An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h jght. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 2.A D FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County ode and/or Resolutions indic dWbor w ich fees have been /�t/ v By o D PERMIT EXPIRES ON o provisions to do work paid. b e Da� e Receipt No. Z S�f� WHITE-D.D.S.-B.D. CANARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 J / P RMIT NO. (Rev. 12/46)' APPLICATION AND PERMIT / ASSESSORP ?!5`0 _ L10 _ Q =ONING(�R` 1 BUILDING PERMIT OWNER �.4 1 ell TELEPHONNv So. FT. OCC. BUILDING VALUATION OWNERS MAILI 0 8 r. COM DR'S NAME — r e� I TELEPHONE CONTWAS MAILING w, V CONSTRUCTION LkNDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is iou ARCHITECT OR ENGINEER LICENSE NO. Flan Fee $ 20.00 Permit Fee $ v ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINOADDRESS Z� C l C t7 Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDNLSION'S MIME 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 15.00 Each gas water heater or vent 15.00 New ❑ Addition ❑ Describe Work: TYPE OF WORK Remodel ❑I Ublitiness Instaltan ❑ Other 9!� �� O 1 /" t a S('�/Q Z�� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S GW 020.00 PERMIT FEE $ 3 1 a n I. In III S. all _ on _ NT ELECTRICAL PERMIT Fling Feel 20.00 LE Main Service zow OR LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.5Q SO. OR ADDNS. ( 8 ACC. BLDS. FT. NEW CONS . MULTI -OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SUI..OUTLET CIP, OUTLET OR FIXTURES 20 O 1'� EX. OCCU eAL ,yp Ex. Occup. ounETs RrsID.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. irin 23.00 oV PERMIT FEE $ Q " MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEP $ Mobile Home Installation Fee $ Energy Inspection Fee $ °c` CONST. TYPE O AL FEE .$ HA2. D. FEES I FLOOD Kcor I p HO UE _ 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. By Date PERMIT EXPIRES ON Da(B r (,nic.. .� :[ •ice � 4 4V tS}u'#YTj y .�. .�. ,.,�, 6 '� <i"• - - -. rs.,_:— ;yti;•.��i• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �'f ASSESSOR PARC (�� L( Proposed Building Use: o o Building Inspector: ER: Date:, d" , Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All hems have been submitted.------------------------------------------------------------------------------------- Wcomplete lot plans, 3/4 sets, signed by the preparer of plans. ------ plans, 3/4 sets, signed by the preparer of plans. 114. 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! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- --------------------------------------------------------❑8. 118.Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home !�ata and installation instructions including Tie Down Specifications.------------------ ❑ 10. Fees of $ v -�------------------------------------------------------------------- ( (� `- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees- --------------------------------------------------------- ❑ 13. Flood elevation certificate.------------------------------------------------------------------- = ------------------- 16sanitation and plot plan approval I J Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: 04< (B) Parking: -------------------------- - ?-12,& ® f ❑ 18. Contact Land Development about ❑ Iin rovements, ❑ Drainage P P gal Parcel. ----------------------- ❑ 19. Encroachment Penmit.for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------- ------------------ ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ` ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- —/ ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- 433 A, ❑Grant Deed, ❑ M.H. Title, ❑Check to H.C.D $--------------- 30. Other-:-- ------- When you issue the permit, rocess f ws ❑ Mail to owner, //❑ 1 to contractor. (16,elephone 7t4 Z b 3 and hold for pickup at _/l I t `> office. ❑ Deliv ith inspector. �� Applicant: Date: ; 1,fO Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date`: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, p Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Did ion counter, by Dat ! Plans reviewed by: Date: Plans approved by: 2l- Date: Sets of plans on hold in 11 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: <„r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .0 D -t - v -1 1,� E.H. US ONLY Plot Plan Attaehaa Floor Plan Attachad Sant to S.D. 1—/ z—,01 47- 4 46 - 05 S Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well X Clearance for-dwallir*g. Other Zji Hold final for: Final clearance O.K. for: (VOTE: C. 430A,,1��/N. l>r• l �' h� 7 Flo -G/ Environmental Health Specialist Date 8/96 .2g 1 MICNAEL OTT 4295 TUUYANI DR. ♦ CHICO CA 95973 Work Phone 5304894-5600 ♦ Home Phone 530-34-5-5191 ♦ Email hillott@sunset.net Fax 530-894-5855 April 13, 2000 t Butte County Building Division #7 County Center Dr. Oroville, Ca. 95965-7541 RE: Code Violations w 4295 Tuliyani Dr. Chico I'm writing to in regards to the letter dated March 30, 2000. The violations in question were created by the contractor that built the home. I am awhere that these violations are my responsibility and I will do what needs to be done to correct them. I am going to try to work with the contractor to clear this matter up as soon as possible. I am not a builder and not clear what the violations are exactly, so if you can send me a list of them and maybe a short definition it would help me in correcting these violations. If there is anything else I need please let me know so I can do this in the proper form. The information can be sent by mail or fax to me and I would appreciate a prompt return so I can get started on resolving this matter. Thank You Michael Ott RECEIVED APR 17 2000 BUTTE COUNTY BUILDING DIVISION' March 30, 2000 Michael Rodney Ott 4295 Tuliyani Chico, CA 95973 RE: Code Violation 4295 Tuliyani, Chico Dear Mr. Ott: ,Matte C L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 A.P. # 047-44-0-058 This is a courtesy notice to notify you that there is a code violation existing on your property, created by a previous owner. The violation is as follows: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for construction of single family residence. Permits and inspections are, required to correct • the above noted violation(s). Even though you did not create this violation(s), you as the current owner of record are required to resolve any violation(s) or correct any hazards. Please contact this office to discuss the appropriate correction of this code violation. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective' means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford -in this office at the address or telephone number listed above. cerely, Mic ael C. Vieira, C.B.O. Manager, Building Inspection MCV:dms cc: Assessor .190 RESIDENT 047-440-058_ 99-0033 DEADMAN, Butch ' 4295 Tuliyani Drive, Chico COntr: Owner , 4'bed/4 V- bath w/ attached garage PERMIT NO... _ ____ _ PERMIT EXPIRES��.t/ OWNER CONTR. ASSESSOR PARCEL LOCATION ti F f f� FFI E COPY ! ! Addre GAS 7 { Meter By Date ' t. ELECTRIC e3 . Meter By Dat x 2� CHECKED 1 SRA BY ! FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ,-- VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) A Signature t 1 I V - OK O'- Not'OK -NotApplicable MOBILE HOMES - Date MOBILE HOME UTIU71ES 0") OK ssooept #'a 1. Z -*V Regdr nerttr -Setbacks - Easerrbntr - 2. Sak Special MH Support Sketch s Sewer loadon.- 4. Water, location Needed (Sketch) S. EkicbW.lova ^7pCarxrete a Gar location -Tea 4*W.l IL'R / /Nat a/ &V /LPC' 7. Wed Clearance d Dismo nxt 8. Utility Clearance Date Card B-1 aM Card B-1 Date Card B-1 Dab Card B-1 Date MOBILE HOME INSTALLATION lPlan*) OK m cept #'s 1. Zoning Requirements-Setbedra Easernents S. Gas; MH Ted0envwxPAjve4Ccnnecjor- 4. Electricity; MH S. Drain; MH TesfF*"kx Connector S. Water; MH Test•Regtfelor•Conneetor 7. Water and Sewer Connote l-000 to Grade -HD Approval 8. Gas and Ek cbieay Tagged 9. Tie Downs-Npetruda6tkxt Cert 10. Utz;Insp.Sketh 11. Cert of b,..-..._ --. Date Card B-1 Dab Card B-1 _ Date Card 8-1 ate Card B-1 >;--4. ' I Date MISCELLANEOUS DECKS, COVERS, CARPOR7>i, GARAGES (Plans) OK sxeept #'s 1. Zoring Requirernentr Selbadta Easemerttr 2. Footings; Sal*Sb*-Dep"p&ciVConnacbrv.Sbd 3. Decks. Girders andrbr JdatwDeddru-BraenpStais.Rais 4. Wood Awn.; Posts-Beama•Rftrs.-Cornedpri Shthg.-Rfg.-Bracing S. Atum. Awn.; Cdwm 8. Carport*: Windows -Doors 7. Elecft a Fang.: Sd*-Anchom-Stud*4b%j-Tuu" 9. Sk&V; NaingVeneerSuico"esh 10. Root, Shthg-Roofing 11. Ext: Stepo Doorokandngs 12. Braced Wad Panels ab Card B-1 ate Card B-1 Dais Card B-1 ab Card B-1 Date POOLS (Plans) OK except #'a 1. SetbadwEasernents 2. Sala; Cart+p mdon-Structrae SWAN - 3. Pool Structure; Siad Comecdons-7hidatess Dead Men4kft 4. Elm: Receptacles and Ughft artarrce•m S. Elec.. Pad LighdW 15 Vdb-GR 8. Elee.; Endo=xm CaxbAEnlrle*-Tamiub4bted +' 7. Elec.: Bonding: Metal w 4kcuhttrp Equip. -Heater & Elee.; Grorxx&V Equp. vW CiNa*v Egrip.4W Lghtg. Bmesfrclouxes-Paneboards-IrAL to Main in Conduit 9. Health Deparbnent Mph 10. Pkxnb.: C'r. TesPfttw Supply Ted 11. LkjN Niche Dale Card B-1 ate Card B-1 Date Card B-1 ab Card B-1 Not OK . �NRESIDENTIAL (Single & Duplex) Not Applicable Not Ready' LNOEAFLOOR (Plans) OK exupt 1's Main; Sais-Elee. Gmd. / �Z 3. Ftg. Garage: Soils•Steel-Elec. Gmd/ Ftp. Depth 4. Ftg. Porches b Decks: Sals.Ste: P Ftp. OepCu I 9- StEn rf%Main;Steel-BWdwuts•Wrapped 6a. Holo 0 and Special Anchors T , StseFWrapped e, Piers Fueptace Ftg.Steel g�9:W.V.; Fan -Fitting Test -2 Way C)OSewer Test 10. UF. Gas Pipe; S•¢e Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors•RegulatorServiee Test 12. Electric Underground 13. Pienums d Ducts; Clearance-MateriallSupport tun 14. Girders-Sius-Anctwr Bd1v%J0 stsYmt*CriPPies 15. Access 3 Ventilation 16. Insulation k Z3 l ;Ee Card B-1 stab Coed B-1 ate Card B-1 Dab Card B-1 ate PLUMBING (Plorm4 OK c=pt Mhre. carr • w.,, Air Baize r P� Test b Andwr-0iai Prolee6m Test Fdtings & AndroH�i Prot�tian ver Pan; Test Fust Fktor•Tub Access 3 shower: Second FborTubAccess Pipe; Sae S Arrdtors Date` Q� Card B-1 Date Card B-1 ,)ate - _eA '7d Card B-1 r2jh Date Card 8-1 ate ELECTRICAIC94w ull)OKw ept/'s .-2g:-�bmae S Transformer Clearance -tins- Ptotee5on tales Spacky4jgfrts b Switches at Doors . size Boxes b No. of Conduebrs Stapled 26. Romex fled awe lo Edge of Studs fl: C1 Equip. Ground made up vAlech Gas d tAfatsr Appfiance Cacues in Kkhen & Conductor sae ubb Wire Som �. Cu or ac. wfie size e Dior Al ange C -r% /L Aga Cu at AFOven (.1rrz-/�/ ga Cu or All Insulated Neu1W Q Yes Q No ,_-3Sr6enice.Ri Conduc4ors 3 Ground -Main Discanect � Equ learances Panels-Motorsaidech. Epuiq. Closet UghtShower Light -S Light moke Detector Date ®-' Card 8.1 Date Card B-1 Date Card B-1 Date Card 8-1 Date HANICAL (Permit) OK except X's C. Ducts Insulation S Support vent , , Exhaust abcve insutaticn 7 crdensate Drain S Oeefiow, Size S Grade Fumarce-Vent access -Comb. Air -Return Air Vent 115 outlet �S9. Attic Access d Patfonn if Furnace n Attic Oate'!1?uv Card 8.1VDate Card 8-1 Date + Card 3-1 Date Card B-1 Date FRAMING (Plans) OK except M s Prcper Ma;erals S Anchors W Studs -Nailing Spacing d Braces-Plates•Sound . Bearing Walls o.w Girders S Floor Nailing 43. Oral Stop in Walls (rat prool) tops, Furred Ceilings -Stairs .45Acoders S geamsSize d Searing beta f13AMING (Continued) 4u3rCl�ing. Joist-RIV Ties-Purfin-roff Braa.-Truss-Rfrg. -AL-Fireplace Ties or Type A Fkx►Fveptace Throat clearance clic Access: S b R tectlon•Draft Stop -Ins. Baffles dm,. Windows or E)ddng Doors -Sri Mgt 3 DiOnensions /Garage FiElildo re Protection Framing C.91 L/� K -G�Froperty tine F•uewall 3 Openings rte 3 -Check Garage 3rd Story, 2 Exits Stairs; Width -ieadroom-Rise•Run-LandingProtection pty0�ood on Root Overhang -Attic Vents -Rafter Outriggers id if Veneer eco Mesh -Drip Screed -Fd. VenWUnderftr. Access Ding Area -Glass Protection -Skylights -Plastic 59. Shear -Wall Nailing -Bolts 60. Interior / Exterior Wall Panels 81. Insulation 62 lnfdtratiarWaAs�llfudgws . y Card B -1(V f A Date Card 5-1 Daus Card 8-1 Date card 5-1 Date NAL (Plans) OK ezoept #% - Steps -Door & Sidelight Protection-Landngs rnoke Detector Furnace; Vents-Clearance•Comb. A -Conedar- Above Fl=-Ducts-Mech. Protection yI�FJ. 3 Bath Fottures 3 Tub Access -Spa -- Trim s Subpanel. Breaker Sizes 3 Labels 70!Fir ce or Stove. Clearance-Hearih 71 udets at Wood Panel. Int. b Ext Fort 3 Appliance; Ground. -Air Gap -Cooking Clearance udets & Receoticales at Kit Counter T4!G a e Fire Door, Swi -1-and -Clown! 75. C. Ouct in Garage -Damper Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R,V. ora e: Above Floor -Meth. Protection 77 P,I�fElec 3 Mech. Equip. listed for Location 78 tet eceatacles in Garaae (G.F.1.1-Romex Protection 7S Iry�u on -Foam -booked in Attic tio- G rd rails d Deck Construction -Post Caps b Crawl Hole Door Drainage b Wood -Earth /Cle °ranee looked under Floor Yes 82. lowing Insdd.I)rive Q Yes Q NorlWalks Q Yes Q NoRlanters Q Yes Q No Brown -Finish in Disconnect, Electrical -Plumbing Above Roof, Plbg-Appliance-Fireplace-Clearance to Well, Disconnect, Electrical, Plumbing Of Elec. Trim, G.F.I. Receptacle -Underground 3tian Throucht House 89. G ss Protection 90. CcnecSons from Previous Inspections 91. Cras Test -Meters Tagged, Gas -Electric 92. Water S Sewer Connected -C-0 to Grade -HO Approval 93. Energy Compliance Cerldlicate-0ther Certificates Date ( Card 8.1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE _ ;-BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO r ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is i' completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r t v � Fr Date -S Inspector t/ S S PZZ a REV 10/92 -"l • a. " COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 C> CORRECTION NOTICE 99 Y3 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �—l'1 Inspector REV 1/042 COUNTY OF BUTTE �a BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE #ArV '44'yA-r 'T9 -0C-)3.5 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /fl0 r Date 301 — 9? Inspector REV 10/92 e"�M COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 11) � ,a 4F�-003 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date n Ey ` Inspector REV 10/92 ki 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._, `- ® e ASSESSOR PARCEL NUMBER 047-440-058 SP -1 ZONING-" BUILDING PERM( OWNERrt A.�1, BUTCH DEA.DM. L1 TELEPH NE 3 5-9917 SO. FT. OCC. BUILDING VALUATION � 2425 R-3 130950.00500 .OWNERS MAILING ADDRESS 4065 HIDDEN VALLEY ::OAD . PARADISE C 6,500.00 CONTRACTOR'S NAME OT INE \ TELEPHONE 896 U 16 128.00 CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 153 578.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 828.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 538.50 BUILDING ADDRESS 4295 TTJLIYArTT Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,410.00 LAT NO. 14 SUBDNISIONS NAME ISHI VALLEY ESTATES PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑x Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L81 7-00126.00 Solar or heat pump water heater 23.00 - Water piping 1 15.00 15.00 Each as water heater or vent 1 15. 00 T' TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDPOON, 42 RAT.T.j WITH ATTACFE'n GARAGE. Gas piping stem 1 - 5 outlets 1 15.001 Building sewer 15.00 is oo Mobile Home I S I G I W @20.00 PERMIT FEE $ 06.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLES3 1 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 in full force and effect.PSINGLE License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To �000A 46.00so NEW CONST. DWELLING OCCUP. Y;O OR ADDNS. ( a ACC. BLDs. SO 3.5Q,. NOµAESIOT' MULTI. OUTLET X .50 16.24 8 OUTLET COWER APPARATUS IR. Ex. OCCU OUTLET OR FIXTURES BA20 L p ". 0 Ex. Occup.00 GL,T,EF°,5 R DLNS°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 159.24 MECHANICAL PERMIT Filing Fee 20.00 Heating 1 25.00 25.00 Cooling 1 25.00 25.00 Hood 1 6.50 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ 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.) II 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 .111&4 Date Signature of Applicant - Owner ❑ Contractor ❑ 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 $ Energy Inspection Fee $ . occ R 3 CONST. TYPE VN TOTAL FEE $ 1,1Q2.24 HAz. , �. D F,olt s MP FLAO CDF PARC PD H ISS This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for whic fees have been By Date PERMIT EXPIRES ONITE-D.D.S.-B. TP app (cable provisions to do work paid. ��4/199 ate rRceipt No. ZS/ r?r C&;9 q d D. CANARY -ASSESSOR PI K -INSPECT GOLDE OD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541�, PERM NO. (Rev. 12/96.) APPLICATION AND PERMIT �o D 3 ASSESSOR PARCEL NUMSERO!'/ r�� Osp 'i `t' O Jzoi tat_ 1 1 0, BUILDING PERMIT 4141;L115 OWNER TILFPHON! SO. FT. OCC. BUILDING VALUATION � OWNERS MAILING ADDRESS Soo 60 0 CONTRACTOR'S NAME TELEPHONE 0 9ACONTRACTORS 0 MAILING ADDRESS �' Q CONSTRUCTION LENDER . Fireplace J LENDER'S MAILING ADDRESS Total Valuatlon ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee p $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $49 $ , BUILDINGADDRESS Energy Plan Checking Fee $ 0 $ p o0 PERMIT FEE $ LOT SUBDIII/S i'� /� J ITR PARCEL PLUMBING PERMIT Fling Fee 20.00 Each Trap7.00 O USEOFS CTURE SF A Duplex ❑ Mobilehome ❑ Other sPE"„ Solar or heat um water heater 23.00 Water piping 1 15.00 ISM Each as water heater or vent 1 15.00 rj, TYPE OF WORK New X Addition ❑ / Remodel ❑ Litilities ❑ Installation /❑ Other ❑ Describe Work: A ��7 n�t�'10 �'f r Z B — �I LC.LXQ.0-J�QLY C��a�i Gas piping system 1 - 5 outlets 15.00/6-M Building sewer 15.00 S', op Mobile Home ISI GI W1 020.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service '-00-' ON mss L 23.00 P3,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. License Class 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. ❑ 1, 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: ❑ 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.) ❑ I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If 1 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 60" deep and demolition or construction of structures over 3 stories In height. Main Service 200A TO 1000A 46.00 NEW CONST. OWELJNfi OCCUP. SO OR ADDNS• a ACC. BLDS. 3.5Qn. T. (NON-RESID. MULT110.LT Er 97,50 -,Z POWER APPARATUS a SINGLE ounce cIR .00 Ex. Occup. OUTLET OR FOMRES sAL O 1.50 Ex. Occup. G��APRRES D °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating J S,00 j^,()o Cooling Hood 6.50 Ventilation PERMIT FEt $ •Q Mobile Home Installation Fee $ Energy Inspection Fee 0 r00 , c TYPE AL F Rf buued D P Po ISSUE This permit is hereby under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the app (cable provisions Resolutions to do work been paid. Date ro ReceiptNo. 775-7�07779377 70 WHITE-O.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT Tc'll) COUN,>TY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 1) ore PQiYn,[ ASSESSOR PARCEL NUMBER: Proposed Building Use: /j • Building Inspector: 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 ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 0 2. 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! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑9. M actured Home data and installation instructions including Tie Down Specifications .------------------ Fees of $ -------------� - 7`---'�--- ------------------- 701WImpact fees as shown on the attached schedule. Se"4 _r4_�cp-� ----------------------- California Department of Forestry plan approval/fee- -------------------- ❑ 1 P. Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- E316 ,_VYlot -------------------------------------- ❑16.lot plan and business license approval from the City of Biggs. ---------------------------------------- 7. Planning approval for (A) Use: (B) Parking: ------------------- 18. C ct Land Development about Improvements, El Drainage, Legal Parcel. ----------------- Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------ 022. Workers' Compensation carrier and policy number.--------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). 01 2A. tter of signature authorization. ------------------------------ j#d57 Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- ❑ 27. Manufactured Home utility clearance. (Date) ❑28 Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑ 9. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ . Check to H. $ --------------- Other: p 6, �, � /------- When you issue the permit, process as follows ❑ Mail to owner, ❑M�a"il to contractor. ❑ Telephone 3(/,5-9q/-+ and hold for pickup at C office. ❑ Deliver with inspector. 1Applicant: if, , Date: /"19 l� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D : 1. Index permit application for the above items number ❑ PlanCheck List 2. A items required: frac ,designer, owner, was advised of the above required data by ❑ phone, ❑ m ' i ding Division counter, by designer, Date: / ai 3v actor, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, weer, was advised of the above requiredd�ta by ❑ phone, ❑ mail, ❑ Building Division counter, by Data ,&,: Plans reviewed by:,,j,.,&- Date: f Plans approved by: �- Date: o— Sets of plans on hold in 11 Plan Cabinet, ❑ AP. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attach d ctiT Sent to B.D. / D&c► oli ",l ZCi;/,`/4 %a/.'yam i' 17 — O SS'" Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -dwe". Other 4 6011,11 /�alwe Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 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 A.P. # V 5� PROPOSED BUILDING USE DATE REC # DATE REC BUILDING PERMIT FEES -- Balance Due ................ $� -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ V"2. SCHOOL DISTRICT FEES (paid at District Office) _✓,/ 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 2 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) _ 8. ATER TENDER FEES (Battalion # ) 00.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 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 ch ged, during the plan checking process. ,r — APPLICANT . DATE ✓'f6 -!�'G� Original -Owner Copy -Building Div. (Rev. 12/96) BUTTE COUNTY PARRS DEVELOPMENT FSB CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) '-4-7 " 'Al 0 - 0,58 Property Owner Project Location/Address j Subdivision T S LI1_ F—_S 7Aj T�S Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that 01, 0. 'wa(Ja y, 3q,5-RR1-7 (Applicant Name) (Phone Number) (4o(os 4 dAo,- V"[e� RJ . (Street Address) (City go (State � (549 (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for 1 dwelling units @ $1,189 for total payment of $ 1i8CL OO ' /CARD Representative PAD Y CHECK NO. REMARKS: `BANK NO. 1 PAID -,BY CASH RECEIPT \NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. �rli'��3.r+''�+�riy4fi',r.,�.l.rtw.:�.i����',''tin:,...,f�nt�i a'J'��n-i •dM'A'„ ri BUTTE COUNTYSCHOOLS IMPACT FEE CERTIFICATION FORM {; (One form per Building) School District , . Building Department No. A.P. Number y, " "► y� J p Jurisdiction: City ©County Property Owner v • t _r..+ A • Property Location/Address Subdivision - T S 14 t ��%o Lot No. I .................................................................................................................... ? / Residential Development Sq. Footage 3�5 No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial / New Addition Building Department Representative Sq, Footage (Including Exterior Roofed Areas) Date moor rians revieweo oy acnooi uisinci rersonneq District Identification No. School District certifies that G d (Applicant) old as_ _-ZL Ur'[yx) /).e11J 1.J led.- _3-�/5- (Street Address) ICity) has complied with the requirements of Resolution No. representing 4�7 36s_ square feet. School District Representative Paid by Check # Remarks: (State) (Phone Number) (Zip Code) NO -/,-. /0 by payment of $ � fi! 7 AB 2926 S . FULL MITIGATION $ Date Notice: You may protest the imposition -of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action; If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified byithe applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10198)dmm 40 F " BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT' A� Assessor Parcel Number(s)-Y-7-141-0- 058 Property Owner DQQ..&Y►'LdM Project Location/Address Subdivision STAT r.-- S Lot Number(s) Residential Development: (check one) New Development Alteration/Addition Mobilehome(s) Total Number of Dwelling Units Comment: _Non -Residential to Residential Fi 1-[x-99 Building Department Representative Date . �r�r�r�t�t�r�r�c�r�r�rrr�r�r�r�r�r�r�r�r�r�r�r�r�r�c�r�r�c�r,r�r�r�rrr�r�r*�c�r�c�r�r�rw�r�r�r�r�r�r�r�r�r,t�r�r�r�r�r�r�c�t�r�r�c�r�r�r�r,t�r��r Chico Area Recreation and Park District(CARD) certifies that ]),ea6m on 6 0530) ?)9,s-9qr1 1 (Applicant Name) (Phone Number) (qocos 14( C16en U6UICCA R (Street Address) o0 U4-1 9 5.9 (PS (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for t dwelling units.@ $1,189 for total.payment of $ 11 Rot) CARD Representative PAID BY CHECK NO. BANK N0. `' PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 91-w19C) Datee I Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 12'/ 24/97 '=354PN 001 ItA082236 1 CNEC�;�i��;�tr� e'� ���s�� ����- ��' 4'ay.22; 1998 6:32PM MITEK INDUSTRIES INC. No.2496 P. 2/12 , :« «ACES -32 Ver- 1-1>>>>==w===`==[ 204058 Thu May 21 13:47:14 19`98 :usGomer DEADMOND Truss ID : A8 Family # 324 ?ro3ect #: RH3029 24-0 Quantity . 1 Top Pitch 6/12 Span : ld(4/20/1998),V1.1===c==========c========m====='- - _ - _ TOP CHORD BOTTOM CHORD 7-8= 3378 2-12= 418 WEBS 5.9. 779 REACTIONS SIZE 1 -2151 3.50 2=-3788 3■ -3105 8-9= 3378 2-11=-674- 6 -9■ -674 _7L.2151— 3.50 4+-3276 9-10= 2772 3.11m 779 6-60 418 5=-3276 10-11c 2772 3-10■ 641 �: t��14/• 6=-3105 7=-3788 11.12= 3378 12-1m 3378 4-103-251�C2 5 10� 641 E OFFSETS (X=LEFTY=TO?):(j3=4,2.51,(j5=4,2.53,[1104,2), 1 0. COAQ919 .A 3: 3-8-1 6X38 1)14 6x8 6 �^t 3-5-1 7-5-3 12-0 16-7-13 20-3-15 i 24-0 3-8-1 3-8-1 4-7-13 4-7-13 3-8-1 3-8-1 p HL TO PK:8-2-9 R HL TO PK :8-2-9 SFT HEIGHT:0-4-3 SPAN:24-0 RISE:4-4-3 RIGHT HEIGHT:0-4-3 FADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4-0.451 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 8-9=0.676 BOT CHORD:2X6 No.l GR DF -L OTT 0 7 LL.DEFL.@10=0.13 < L/360 WEBS :2X4 STANDARD GR DF -L TR.INC : LUMB = 1.15 PLATE = 1.15 SPACING - 24.0 in. o. c. EPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 )ADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 54 7• I. 116 2FLECTION(IN.) L.L= 0.13,D.Lw0.09,T.L=0.21 .AYES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) :ATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC80,TPI-91 Alt DESIGN IS FOR TRUSS FABRICATION ONLT.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. -.1ay.22. 1998 6:33PM MITEK INDUSTRIES INC. N o . 2 4 9 6 P. 3/72 r :«c<ACES-32 Ver. 1.1»»== 204059 'us>romer DEADMOND Thu,May 21 13:47:21 1998 ;roject #: RH3029 Truss ID : A10 Family # 324 �, Quantity : 1 Top Pitch : 6/12 ,pan 24-0 4 Y ld(4/2O/1998),V1. Cc=so====a�cc�=ago=c.==mac= OocC==ancoavcc=a 3P -CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. I=-1354 6.7= 1184 2-8=•226 1■ -942 3.50 3=•1137 7-8= 949 3-8= 243 --6■-942 3.50. -• -- — 4<•958 8.1= 1199 3.7= 12 51i=1083 4-7■ 218 9 6=-1337 5-7 •245 � � ONG V �. E OFFSETS (XaLEFT,Y•TOP):[)3=4,2.5),[)8=3,2), G rr � 3 • 6> 8 5X6 4 8-0 I 14-10-4 I 24-0 8-0 6-10-4 9-1-12 15 HL TO PK:1075-7R HL TO PK :10-5-7 .FT HEIGHT:0-4-3 , SPAN: 24 -.Orr RISE:5-4-3 RIGHT HEIGHT:0-4-3 a � c � _ )ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4-0.340 TOP CHORD:2X4 No.l&Btr GR DF -L )P 20 7 BOTT 6-7=0.358 BOT CHORD:2X4 No.l&Btr GR DF -L )TT 0 7 LL.DEFL.@7=0.04 < L/-360 WEBS :2X4 STANDARD GR DF -L :PETITIVELSTRESSESIUSPLATE 1.15 SPACING OFMEMBERS =1 in. o. c. :LECTION(IN.) L.L- 0.04,D.L=0.03,T.L=0.07 vTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) kTE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGM CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUNTY BUILDING DEPS RTMEW* APPROVF C 4-ay.22.. 1998 6:32PM MITEK INDUSTRIES INC. No•2496 P. 1/72 :«ccACES-32 Ver. 1. 1»»====a== -ac= ( 204057 j = =ea===sac«<MOSS»»==______ 'us omer : DEADMOND Thu May 21 13:47:09 1908 Famil # 104 )roject #: RH3029 Quantity . 2 Top Pitch : 6/12 :pan : 24-0 _• Id(4/20/1998),vi.I======= REACTIONS SIZE a ^ APPROVED FOR MITEK INDUSTRIES INC. 3p 'CHORD BOTTOM CHORD WEDS 2=-1273 5.6= 1130 2-7-2681=-942 . 3.50 S -1121 6-7= 773• 3-7a 416 -. 5=-942 3.50- 4•:1121 7.1= 1130 3-6. 416 S=-1273 4-6=-268 E' OFFSETS (X=LEFT,Y■TOP):()7=3,23, I 8-9 i 16-0 24-0 F 8-0 8-0 5-0 TO PK:13-5 - R HL TO PK :13-5 HL EFT HTO HT PK:0-4-3 SPAN: 24-0 � • RISE:6-4--3 RIGHT HEIGHT:0-4-3 JADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.323 TOP CHORD:2X4 No.l&Btr GR DF -L Jp .20 7 BOTT 7-1=0.346 BOT CHORD:2X4 N0.1&Btr GR DF -L DTT 0 7 LL.DEFL.Q7=0.05 c L/360 WEBS :2X4. STANDARD GR DF -L TR.TILSTIDTE = 1.15 UAC S - in. o. c. EPETIVERESSESUSENMEMBER-1 :FLECTION(IN.) L.L= 0.05,D.L-0.03,T.L=0.08 .RTES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) .ATE MUST BE INSTALLED ON EA. FACE OF JOIWT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC ICBO,TP1.91 i1S DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. .9OF o �� 0, (' BUILD n� COUNTY ,\1 P ANG QEARTM A P ENT' nVizr May •22'•. 1998 6:37PM MITEK INDUSTRIES INC. No -2496 P. 12/12 l Ver. 1.1»»===_______= t 204068 r ) ===========««MOSS»»===______ :a««ACES-32 CuEI>romer : DEADMOND thu May 21 13:48:26 1,98 Family 1 0 Project #: RH3029 24-0 Tz'u88 ID Quantity : AG : 2 # : Top Pitch : 6j12 Span =B(d(4/20/1998),vi-I==-=vasa=�- __- =_--=�eemaeaaaaaam=ccccc=_ =__==��emaaa=- =s TOP CHORD BOTTOM CHORD WEBS REACTIONS - S12E -2■-11747 7-8. 10756 2-12. 56 5.9. 2493 1=-5501 3.50 :•3=•11255 a-9. 10756 2 -11■ -540- 6.9--2238 _..1=—:.14L, 3.50 =4= 7682 9-10■ 6727 3-11. 4504 6.8. 1540 _ •-5■-7682 •-6--9757 10-11= 10067 11-12= 10556 3-10=-4524 4-10. 6581 .-7=-11970 12-1■ 10556 5 -10■ -2628 _A Q %TE OFFSETS (x=LEFTY■TOP):(J3=5,2),(j4.3,2),(J8=4,1.5),(J9=3,2),(J10.6,5),(j11.6,4), 4; Ca-Jlil,�•, 11 3-11 6X6 4 4-0- s��CtV t,.� ��PP OF CAU�/ 15-1 19-11-12 4-0-12 3-11 3-11 4-0-12 4-0-4 X8 7 HL TO PK:13-5 R. HL TO PK :13-5 EFT HEIGHT:0-4-3 SPAN:24-0 RISE:6-4-3 RIGHT HEIGHT:0-4-3 OADING (PSFL MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 6-7=0.493 TOP CHORD:2X4 No.l&Btr GR -DF -L OP 30 7 BOTT 8-9=0.786 BOT CHORD:2X8 No.1 GR DF -L OTT 0 7 LL.DEFL.011=0.21 < L/360 WEBS :2X4 STANDARD GR DF -L a=c---__==va= 1c=-_ TR.INC•=-_LUMB 15 PLATE = 1.15 SPACING ^• 24.0 in. o. c. EPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 )ADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 74 7-11= 388 11- 1= 14 CONCENTRATED 11= 3488 ES: 4-10 To BE 2X4 No.18Btr GR DF -L z MEMBERS NAILED TOG. U/1 ROU(S) OF .131x3 In. NAILS 12 In. o.c.(TOP CHS.),AND 2 ROW S) OF .1310 in. NAILS 3 in. o.c(BOTT. CHS.),,-- or Hs.);or Uebs use 1 ROU of NAILS 12 in. 0. EFLECTION(IN.) L.L= 0.21,D.L■0.16,T.L L(7�/ LATES ARE MITEK M20-165,142 MANUFA�RJO � A'SE�j%Ay�46 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. fACE �►�►l 1k YfY(EXCMPORARYT AS SBRC]kG(UHIC N)DESIGNS C 5 SP L ARCHITECTPOR9ENGINEER. HIS DESIGN 1S FOR TRUSS FABRICATION ON OR is@R► EN 161 N9= ��� INAEN � 'P CSV Fr Y .MaY•2i.. 1995 6:33PM MITEK INDUSTRIES INC. No•2496 P. 4/72 =cc«ACES-32 Ver. 1 . 1»»'==_"__�`= t 204060 l =__- ®==«<cMOSS»»=-=_�`__` Thu May 21 13237:27 1998 "usti omer DEADMOND Truss ID B8 ' Prod RH3029 Quantity 2 Top Pitch . 6/12 Project #� Span 32-0 31d(4/20/1998),V1.1== WEBS REACTIONS - SIZE TOP CHORD BOTTOM CHORD 1-2831 3.50 2■•5469 7-8. 3111 9.10. 0 15.1. 4917 2.15. 418 5-12■ 361 _ga.269i 3.50 2 -14■ -793 5.11■ -1056 •3■ -4703 8.9=-2413 10-11. 3111 3.14. 1884 6-11••263 •4■ -4199 11-12■ 5943 4.14=-1801 7.11 2457 -5=•5943 12-13= 5666 6=•5092 13-14= 5666 4-13= 574 7-10=-1716 •7=-5092 14.15. 4917 4-12. 344 8-10. 3857 E TE OFFSETS (X=IEFT,Y■TOP):[15=3,31,[18.3.5,2),[}i0.3,2),(j12=5,3), u; p C 9 1. 3) 3-8-1 3-8-1 5-0-3 5X8 4X8 ilfd�Lnt��orm.�.....�— �Xg 3 X 4 4X5 4X6 3X8 4X8 3X6 10X10 14AC 1-1 3X6 1 - 3-8-1 3-8-1 5-0-3 4-10-7 4-10-7 4-10-7 5-0-3 Connect truss to girder with Simpson or equal hNuS -L-&-Z- hanger. HL TO PK:8-2-9 --:-� RISE:4-4-3 RIGHT HEIGHT:4-0-4 DEFT HEIGHT:0-4-3 �SPAN:32.0?_ MINIMUM GRADE OF LUMBER GOADING (PSF) MAX STRESSES TOP CHORD:2X4 No.l&Btr GR DF -L L D TOP 4-5=0.273 rop 20 7. BOTT 11-12-02=0.407 BOT CHORD:2X8 No 1 GR DGR 30TT 0 7 LL.DEFL.©1.14 < L/360 WEBS :2X4 STANDARD GR DF_L---- SPACING • 24.0 in o. C. RE PETIC.: LSTRESSESINOTLUSEDy 1.15 NO. OF MEMBERS a 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1. 8. 54 9- 1= 116 NEB: 8-10 TO BE 2X4 No.1&Btr GR DF. -L 2 MEMBERS NAILED TOG. N/1 ROW(S) OF .131x3 In. NAILS 12 in. o.c.(TOP CHS.),AND 1 RoW(S) OF .131x3 in. NAILS -12 in.-o.c(BOT1. CHS. For Webs use 1 ROW of NAILS 12 in. o.c. DEFLECTION(IN-) L.l= o.14,D.L■0.t0,T.Lc0.24 PLATES ARE MITEK N20.165,142 MANUFACT� FRO T A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE of � M NJ-At � LY(EXCEPT AS SHOWN)DESIGN F S W/NDS DESIGN SPECS, UARCHIJEfT OR ENGINEER. THIS DESIGN IS FOR TRUSS FABRICAIIO NIY: I ERM N NJ ^ TEMPORARY GRACING(WH1� J .� 211,rV7, BUILDING IDI EP/"- �TMEN .? v� May -22.,1998 6:34PM MITEK INDUSTRIES INC. No -2496 P. 5/72 ««ACES -32 Ver. 1. 1»»==s=====___ [ 204061 l=___�_====c«<MOSS>>>>====_==__ Thu May 21 13:47:35 1998 :us omen : ?ro�ect #: DEADMOND RH3029 Truss ID : B10 Family # : 3 3 ;pan 32-0 Quantity . 1 Top Pitch . 612 ld(4/2D/1998).V1.1�aa==coca==amc=�==aa=o=_=nuc====aeac==_-.v��cco=_==:��cc===aoccenc= _ REACTIONS SIZE TOP CHORD BOTTOM CHORD 2x-471 7-8-151 8-9= 336 2.11■ -242 WEBS 6 -9■ -22 1=-532 3.50 1�-Z47 9-102 226 3-11. 252~ 6.8■ -437 .8---488— 3.50 4= 323 10-11- 151 3-102-625 10=•1272 3.50 5. 323 11-1. 417 4 -10■ -306 �.._ 6■ -324 7= 0 5 -10■ -708 5-9= 170 E OFFSETS (X•LEFT,Y■TOP):()3■4,2.5),(j5-3,3),()10.4,21, 3) -4-0-1 i7- - 2- • •• 4-8-1 4-8-1 5-6-1 6X8 1X4 0-8-1 26-3-3 -9-13 5-7-1 5X6 3X4 1X4 3X4 5x8 EILOCK04G & BRACING 3X4 REQUIRED AT SUPPORT: 3X5 I 8-0 14-10-4. 24-0 32-0 8-0 6-10-4 9-1-12 8-0 Connect truss to girder with Simpson or equal ,-1-0 52al, • hanger. HL TO PK:10-5-7 3FT HEIGHT:0-4-3 SPAN:32-0- RISE:5-4-3 RIGHT HEIGHT:5-0-4 JADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.423 TOP CHORD:2X4 No.l&Btr GR DF -L )p 20 7 BOTT 8-9=0.260 BOT CHORD:2X4 No.l&Btr GR DF -L )TT 0 7 LL.DEFL.911=0.01 < L/360 WEBS :2X4 STANDARD GR DF -L PR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. IPETITIVE STRESSES USED NO. OF MEMBERS = 1 FLECTIONO N-) L.L= 0.01,D.L=0.01,T.L=0.02 ATES'ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SNOW )DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRG(WHI& IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 5 May -2?, 1998 6:34PM MITEK INDUSTRIES INC. No -2496 P. 6/12 :c«ACES-32 Ver 1.1»»===________ [ c 204062 ] =�==T====•==c«<MOSS»»�==______ Thu 21 13:47:42 1998 'ustomer May DEADMOND Trues ID B12 Family # : 323 ?roject #: ;pari RH3029 32-0 Quantity 1 Top Pitch 6/12 : td(4/20/1qq3),vj.j=%.-== TOP CHORD BOTTOM CHORD 2 -10■ -296 WEBS 5-7••367 REACTIONS SIZE 1n-517 3.5D 2=-418 3■ -415 7-8. 280 8-9= 8 3-10= 562- -7--47S , 3.50 4= 363 9-10=-24 3.9■ -648 9=•1300 3.50 _ S.-256 10 -is 371 4-9=-722 6. 0 7■ -183 4-8= 352 5-8=-132 OFFSETS (X-LEFTY■TOP):(j3.4,2.5),[j4.3,33,[19=3,2), 3; 5- 1-4-3 I 18_3_6. -8-1 6-11-3 6X8 5X6 6-9- 3X4 19 1X4 3X4 5X6 BLOCKING & BRACING 3X4 REQUIRED AT SUPPORT: 3X5 5-8-1 + 14-10-4 I 24-0 I 32-0 ; 5-8-1 9-2-3 9-1-12 8-0 Connect truss to girder with Simpson or equal I s'7 -L hanger. . HL TO PK:12-8-4 :FT HEIGHT:0-4-3 SPAN:32=0 RISE:6-4-3 RIGHT HEIGHT:6-0-4 )ADING^ (PSF� MAX STRESSES' MINIMUM GRADE OF LUMBER L TOP 3-4=0.597 TOP CHORD:2X4 No.l&Btr GR DF -L )p 20 7 BOTT 10-1=0.258 BOT CHORD:2X4 No.1&Btr GR DF -L )TT 0 7 LL.DEFL.Q10=0.01 < L/360 WEBS :2X4 STANDARD GR_DF-L -- fR INC.: LUMB - 1.15 PLATE = 1.15 SPACING • 24.0 in. o. C. 3PETITIVE STRESSES USED NO. OF MEMBERS - 1 3 5-7 BRACED at 1/2 POINTS AS SHOWN ABOVE �— te:Uoe,tx4 or 2x3 Cont.Bracing conn.w/2.8d nails,or T -brace of same size and grade as web conn. to narrow face u/10d nails 6 in. o.c FLECTION(IN.) L.L= 0.01,D.L=0.O1,T.L•0.03 RTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JOINT;SYMHETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC6O,TP1.91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS. ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. q A 4. �� IV � � ,4ydP� 'Nay -22, 1998 6:35PM MITEK INDUSTRIES INC. No.2496 P. 7/72 _<< «ACES -32 Ver. 1.1 » »=-a====a--= ( 204063 ) a-====_�-==««MOSS»»-==---=== Thu May 21 13.47:48 1998 'ust Omer DEADMOND #: 029 RH Truss ID B14 .•. Family # Top Pitch 324 - 6/12 3panct Span 32--0 !(d(4/Z0/1998),v1,1==-==_-= Quantity : 1 REACTIONS - SIZE TOP CHORD BOTTOM CHORD 2■ -271 7-8=-271 9.10= 440 2-12•-240 WEBS 6-10m 656 10-433 3.50 9A 402 3.50 3=-42 8 -9■ -497 10-115-112 11-12=-306 3 -12■ -273- 4-12. 638 7.10x-274 8-10x•235 _. _ 11=-1456 3.50 _• 47-102 S■ 443 12-1. 240 4-11°-630 _..ceec"'. •6■ 443 -7=-331 S-11=-143 6.11■ -674 'E OFFSETS (X■LEFT,Y■TOP):()4■4,2.5),(j6=4,2.5),(j11=4,2), 3 18-7-13 v� 4-5-6 4-5-B 4-5-6 1-8-13-9-9 4- 6X8X4 6X8 4 S 3X8 5X8 � BLOCKING & BRACING 3X8 REQUIRED AT SUPPORT. X5 with Simpson W 5 1-(c 14-10-4 24-0 32-0 F 8 ~ e-0 6-10-4 9-1-12 8-0 to girder or equal hanger. HL TO PK:14-11-1 _ _ R. HL TO PK :14-11-1 EFT HEIGHT:0-4-3 SPAN:32-0 RI.SE:7-4-3 RIGHT-=,HEIGHT:0-4-3 OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.199 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 9-10=0.275 BOT CHORD:2X4 No.l&Btr GR DF -L OTT 0 7 LL.DEFL.®10=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L --- EPLSTIEDTE = 1.15 SPACING lno. c. ETITIVERESSESUSOOFMEMBERS i :FL£CTION(IN.) L.L■ 0.02,D.L=0.01,T.L=0.03 SATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA- FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGH CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COU RUILDI Lfl?aEiCOONTy APPR, /EpAri-rMEN' A.'� Q v F ,�., 'May -22. 1998 6:35PM MITEK INDUSTRIES INC. No.2496 P. 8/72 =««ACES -32 Ver. 1.1»»-== "' 204064 ) =___=="===««MOSS»»= Cue omer : DEADMOND Thu May 21 13:47:55 1998 Pro act #: RH3029 Truss ID : B Family # 108 Span 32-0 Quantity -_ 4 Top Pitch 6/12 -- Bld(L/20/1998),v1.1-a== ======== -m===. ==-nc==--_vasa===.- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE •2•-245 7-8= 614 2-10=-260 6.8■ -257 1•-454 3.50 -3 •61 8-92 87 3-i0a 345- -• .7 420, 3.50 -4. 420 9-105.105 3-9=-658 9=-1418 3.50 -So 323 10.1. 217 4.9■ -617 -6=-284 5 -9■ -498 -7■-467 5-8= 360 F TE OFFSETS (X=LEfT,Y=TOP): [)3=3,3],Ij9■L,21, 9-A ONG y� F 3: -8- - 0- - - - - 5-8-5 5-1-13 5-1-13 S-1-13 5-1-13 Jj �'ISI� r^P 4 X 4 4� OF CAt1F0� 3X4 5X8 BLOCKING &BRACING 3X4 with Simpson REQUIRED AT SUPPORT: I tj S Up— X5 p X5 to girder or equal — hanger. 8-0 I 14-10-4 I 24-0 32-0 I 8-0 6-10-4 9-1-12 8-0 HL TO PK:17-10-11 R. HL TO PK :17-10-11 EFT HEIGHT:0-4-3 _SPAN:32-0 RISE:8_-4-3 RIGHT HEIGHT:0-4-3 OADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.368 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 7-8-0.271 BOT CHORD:2X4 'No.l&Btr GR DF -L OTT 0 7 LL.DEFL.98-0.01 < L/360 WEBS :2X4 -STANDARD -GR_DF-L-- c R= _ N=C= v e c LST_ = e c =1 c I= ATE TE --=- -1- =. v v Ge i, n_ v m oa �. c�.EPETITIVERESSESUSED NO. OFMEMBERS i _B 4-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE ate -Use Ix4 or 20 Cont.Bracing conn.w/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/10d Haile '6'in.'o.cr EFLECTION(IN.) L.L■ 0.01,D.L■0.01,T.Ln0.02 LATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVAN I ZED. STEEL (EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. BU77E� COUNTY BUIL DING DEPART M714 r A p 0VFf te 'May -22. 1998 6:36PM MITEK INDUSTRIES INC. No•2496 P. 9/72 -««AC2S-32 Ver. l . l»»===______-- [ 204065 J =va.====---««MOSS>>>>—===s== Thu May 21 13:48:01 1998 'us>romer.: Iro3ect #: DEADMOND RH3029 Truss ID B1 Family # 2 2 - an : 32=0 Quantity : 8 To P}tch ; 62%12 Bo? pitch 3/12__- teat cut Id(4/20/1998),vt.t== 0-3-8 —ac=cec-sacc�- mace=n-ee----�Q-o—oa - www REACTIONS SIZE TOP CHORD CHORD ?=-1774 BOTTOM CHORD 7-8=-719 2.11. 73— WEBS 5-8--1268 -..J=-7&7 — 3.50 5=-974 8.9=-987 9-10■ 898 2.10■ -704 3-10= 694 6.82-267 7= 78 3.50 _ 8--1739 48-268 S--268 10-11■ 1624 3.9•-905 SS 6= 1070 11.1= 1621 4.92-77 N '•'. l= 813 5-9m 1247 /�l� , E OFFSETS (X-LEFT,Y-TOP):(J3=3,3),3J5.3,3I,IJ9!14,1.51,(J10=3,21, 6-0 ' 4-0 4X4 96Q:Q:�N�woa; - BLOCKING & BRACING tEQUIRED AT SUPPORT: 5X8 _ 4>-N $Y G7��EpS 6-0 12-0 16-0 23- - T - 6-0 6-0 4-0 7-8-8 8-3-8 . HL TO PK:17-10-11 INTERNAL RISE:2-11-2 R. HL TO -PK :17-10-11 :FT HEIGHT:0-4-3'SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0-4-3 -DQw-.--7 C.ww--mwww--aawww--==www.. --0----.-7awww-- )ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.711 TOP CHORD:2X4 No.l&Btr GR DF -L )P 20 7 BOTT 10-11=0.334 BOT CHORD:2X4 No.i&Btr GR DF -L )TT 0 7 LL.DEFL.0911-0.10 < L/360 WEBS :2X4 STANDARD GR DF -L rR INC.: LUMB - 1.15 PLATE = 1.15 SPACING - 24.0 in. o. C. 3PETITIVE STRESSES USED NO. OF MEMBERS = 1 FLECTIONO N.) L.L- 0.10,O.L■0.07,T.L■0.16 RTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ATE MUST BE INSTALLED ON EA. FACE OF JO I NT, SY14METR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 IS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. k Q'o co L � gs(J7� SUN DING. DEpAfj Tl' D�L�1 p THEN r Fr MaY-22. 1998 6:36PM MITEK INDUSTRIES INC. No.2496 P. 10/72 32 Ver 1.1»» =_ ( 204066 ] G===�=___ <c<<MOSS»»==-=====G «<cACES- Thu May 21 13:48:08 1998 tistomer DEADMOND Truss ID : B2 Family # : 222 'roject #: RH-029 go Pitch : 3//12 ,pan 32-0 Quantity 6 p ;eat cut 0-3-5 Id(4/20/1998),vl.1==========•====wo=__o�•cGa_=asG=== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 2■ -1408 7-8= 537 8-9-475 2-13. 75— 5.10■ -.1172 _. - 67.8 , 3.50 3■ -593 9-10=•728 2 -12■ -720. 6-10■•470 8■ -50 3.50 4=-9 10-11-945 3.12= 528 6-9. 364 10■ -1700 3.50 5=-9 11-12■ 547 3-11=-749 7-9=-259 6•'1025 12-13= 1288 4 -11■ -258 7. 790 13-1= 1287 5.11. 1052 E OFFSETS (X■LEFT,Y■TOP):Ej3-3,3),(j5-3,1.5),EJ6=3,3),EjIlw4,1.5),Ej12=3,2), ` ONG YG F 04 2rr� \\OF CAL' BLOCKING & BRACING REQUIRED AT SUPPORT 5X8 4 t AAllmA -0 -0 6- 21-10-4 24-8-8 6-0 4-0 5-10-4 1-10- 8-3-8 . HL TO PK:17-10-11 INTERNAL RISE:2-11-2 R. HL TO PK :17-10-11 EFT HEIGHT:0-4-3 SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0-4-3 3ADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0.468 TOP CHORD:2X4 NO.1&Btr GR DF -L )P 20 7 BOTT 12-13=0.286 BOT CHORD:2X4 No.l&Btr GR DF -L OTT 0 7 LL.DEFL.@13-0.07 < L/360 WEBS :2X4 STANDARD GR DF -L - rR INC===LUMB =^1.15 PLATE = 1.15 SPACIN 24.0 ino. C. EPETITIVE STRESSES USED NO. OF MEMBERS = 1 .OVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. :FLECTION(IN.) L.L= 0.07,D.L=0.05,T.L=0.12 .RTES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) .ATE MUST BE INSTALLED ON EA. FACE OF JOINT,IMETRIC LY(EXCEPT AS SHOUN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC•IC80,1P1 91 IIS DESIGN IS.FOR TRUSS FABRICATION ONLY.F01 P0fAHE�D TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. AS 14C3 BUILDING�! BOTS Ty A ARTMEN 41 da May.22. 1;98 F,:S7PM MITEK INDUSTRIES INC. '.:.149r P. ??i7i Ver. 1. 1»»= -__��_ [ =««ACES-32 ="'- 204067 - 17 1998 Thu May 21 13:48 ;.ue omer DEADMOND #: RH3029 Truss ID B3 Family # 222 Pro3ect 32-0 Quantity 6 To P}tch 6. 2 go pitch_. 3/12 a 0-3-8 Sat cut 3td(4/20/1998),vl.1======oc===3cc====a-C-__=oc---_=a=--==aac - _-_ ---- -- - - REACTIONS 512E TOP CHORD BOTTOM CHORD •2■ -3717 7-8=-1746 9-10a 1732 2 -14■ -158- WEBS 6-12-2`16_. -1Q7$_ 3.50 9=-1078 3.50 •3■ -3506 8-9=-1958 10.11■ 1609 3.14. 228 6-110-10 _ •4=-2880 11-12m 1639 12-13= 2655 3-13=-437 4-13. 1580 7-11= 63 7-10=-233 -5=-1565 -6■-1565 13-14= 3090 4 -12■ -1686 8-108-191 E Q -7■-1777 14-1. 3383 5-12. 1133 � GONG yG TE OFFSETS (X=LEFT,Y=TOP): C14.5,1.53,(i13=5,23, �y �a_ Q 9 4-0 4-0 4-0 4-0 5-10-4 04 e 3X7 4 3X4 s 1X4 i 4X12 1'4%ZERO= 3X4 e 3X4 OF Connect truss to girdei with Simpson or equal hanger. 1X4 4X6 14 Iff 3X4 Connect truss to girder with Simpson or equal 13 5X10 12 3x8 Yyp, to 3�xs 7-1) hanger. 6-0 F 12-0 f 18-0 21-10-4 23-8-8 32-0 6-0 6-0 4-0 5-10-4 1-10-4 ' B-5-8 HL TO PK:17-10-11 INTERNAL RISE:2-11-2 R. HL TO PK :17-10-11 EFT HEIGHT:0-4-3 SPAN:32-0 RISE:8-4-3 RIGHT HEIGHT:0_4-3 -- OADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.367 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 14-1=0.585 BOT CHORD:2X4 No.i&Btr GR DF -L OTT 0 7 LL.DEFL.©130.25 < L/360 WEBS :2X4 _STANDARD -GR DF_L_--- n c = =1 _ _ = a = _ _ _ = =1 = a = - =P - = a = =1 = =1 II =S ®c = _ _ = a s = _ - - ._ _ =i e c c = _- TR.INC.: LUMB = 1.15 PLATE 1.15 NPOACOFGMEMBERS ino. C. .EPETITIVE STRESSES -USED )TE: PROVIDE FOR 0.25 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING eB 4-12 BRACED at 1/2 POINTS AS SHOWN ABOVE 20VIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. ote:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d ne,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c EFLECTION(IN.) L.L= 0.25,D.L=0.18,T.L=O.43 7 LATE$ ARE MITEK M20.165,142 MANUFACTURED FR AS 'Zj4� D'A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOIWT, MMET L EPT AS SHOWN)DES10N CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PETE ,iicNDwORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 'May -22•_1998 6:39PM MITEK INDUSTRIES INC. No•2496 P. 16/72, ..«<cACES-32 Ver. 1.1»»a======='aa [ 204072 ===««MOSS»»==as===== Thu May 21 13:48:53.. 1998 Custiomer DEADMOND Pro ect #: RH3029 Truss ID s BB14 1 Family #' 324 . Top Pitch 6/12 Span 32-0 Quantity : •Bld(4/20/1998),v1.1==aa===�aacc0=��aacc�Q===eacccc=-=saoccc.:�==aaaaac=o�===acc====coo TOP CHORD BOTTOM CHORD 1-2=-1949 7 -8■ -1740 9.10= 1725 2.12-200 WEBS 6.10. 639 REACTIONS SIZE 1■ -1078 3.50 ?-3•-1740 8-9x-1949 •10-11= 1213 3 -12■ -274. 7-10=-.279 ..-9Y-1.07fl_ 3.50 S=4■ -1804 11.12= 1226 12-1s 1725 4-12■ 619 4-11n 171 8-102.200 _ ;-5=-1263 ;-6■-1263 5-11=-143 G S -7■ -1804 6-11. 102 a� rG 4TE OFFSETS (X=LEFTY■TOP):[j44,2.53,(j6.4,2.5),Ij11.4,2), 4-5-6 4-5-6 4-5-6 11-1 3-9-9 4-5-8 4- 6X8 X4 6X8 Connect truss to girder s e Connect truss to girder with Simpson or equal 1X4 1x4 with Simpson or equal � -MA, zhanger. -�f — hanger. 3x8 SX8 3X8 24- -0 8-0 8-10-4 9-1-12 8-0 �. HL TO PK:14-11-1 R. HL TO PK :14-11-1 'jEFT HEIGHT:0-4-3 "SPAN:32-0 RISE:7-4-3 RIGHT.HEIGHT:0-4-3 GOA�MAX STRESSES MINIMUM GRADE OF LUMBER DING (PSF L TOP 3-40.196 TOP CHORD:2X4 No.1&Btr GR DF -L COP 20 7 BOTT 9-10=0.458 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.011=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L ACm c � G_ i= nc �i � o_ _. _ c- a.EPE:LSTRESSES.15PATE = 1.15 2FTITI1.15 L SPACING OOFMEMBERS )EFLECTIONO N.) L.L= 0.08,D.L=O.06,T.L=0.14 -ILATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT.AS SHOVN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. R(jk 8IJT7.� % T'E COUNTY. 1 f D� f� T �p Dap , 0 Y. Iii ay.22% 1998 6:39PM MITEK INDUSTRIES INC. No -2496 P. 15/12 =<< «ACES -32 Ver. 1.1 » »a��-==__��� [ 204071 --m===��___« <<MOSS>>»====a==== Thu May 21 13.48:46 1998 Cu9comer DEADMOND TruSB ID BE12 Family # X03 Project #: 323029 Quantity 1 Top Pitch 12 Span REACTIONS - SIZE TOP CHORD BOTTOM CHORD -2■-1034 7.80-1034 8-9= 0 2-12■ 1287 WEBS 6.10. 643 1•-1078 3.50 -3=-955 9-10■ 955 3-12 -774_ 6-9--7.74 _.-AEtI078- 3.50 •4=-1432 10-11= 1432 3.11■ 643 7-9. 1287 - -5■-1432 11-12. 955 4-11=-342 -6■-1432 12-10 0 •7=-955 4-10= 0 5-10-342 �Wv� TE OFFSETS (X=LEFT,Y=TOP):(JZ=2,1.5J,EJ7=4,1.5),EJ9=2,1.5J,EJ12=4,1.5), CHORD SPLICES:4-5.3X6; T CHORD SPLICES;10-11.3X6; l t--& 12-9-15 6-5-14 6-4-2 6-4-2 6-4-2 3X6 3X4 3X4 1X4 3X4 3X6 12 ++ 3X6 3X4 3X8 3X6 3X4 6 5 14 F 12-9-15 19-2-1 ( 5-6-2 6-5-14 6-4-2 6-4-2 6-4-2 6-5-14 Connect truss to girder with Simpson or equal ----T-B &2� hanger. Connect truss to girder with Simpson or equal Tkx M -- hanger. ,EFT HEIGHT:6-0-4 SPAN:32-0 RISE:6-0-4 RIGHT HEIGHT:6-0-4 - _ ,OADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.453 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 10-11=0.325 BOT CHORD:2X4 No.l&Btr GR DF -L IOTT 0 7 LL.DEFL.@10=0.07 < L/360 WEBS :2X4 STANDARD GR_DF-L---- •- 3TR.INC. : LUMB^- 1 15 PLATE = 1.15 SPACIONGM: 24.0BERS in, o. c. LEPETITIVE STRESSES USED !EB 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Iote:Use 1x4 or 20 Cont.Bracing conn.w/Z-8d neits,or T -brace of same size end grade as web conn. to narrow face w/10d nails 6 in. o.c ,EFLECTION(IN.) L.L- 0.07,D.La0.05,T.L=0.13 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGH CONFORMS W/NDS DESIGN SPECS, UARCHITE TPCT OR ENei►EER. 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITE BUTTE C.C.01,�q'I�Nfr7 RUILDNG DEFAA + r•- � APPRQ�/ J 'r•�l �. p.i I(T Ile 0�. AaY %:% 1998 6:38PM MITEK INDUSTRIES INC. Na. -_496 P. 14/7% ==««ACES -32 Ver. 1 . 1»»===_======= [ 204070 J =—_____' --=««MOSS»»=---_==== Custromer : DEADMOND #: RH3029 Trues ID BB10 Thu May 21 Family # : 13:48:40 1998 303 Project Span • 32-0 Quantity 1--- Top Pitch_ /12 =n =BLd(4/20/1998),vl.lmco===sm=¢=========mmmmo=====_=_----====----...-__==mm¢= -_^- TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-1034 7-8=-1034 8-9= 0 2-12■ 1443 6.10. 721 1■ -1078 3.50 2 -3■ -1157 9-10. 1157 3 -12■. -7Z4 6-9•-774 _ x-1078 3.50 3 -4■ -1735 10-11w 1735 3-11■ 721 7.9. 1443 4-5=-1735 11-12= 1157 4-11=-342 5-6=-1735 12-1= 0 4-10= 0 6 -7■ -1157 5 -10■ -342 �.----� -ATE OFFSETS (X=LEFT Y■TOP):EJ2=2,1.53,EJ7■4,1.5),(J9=2,1.5),0 12x4,1.53, )P CHORD SPLICES;4-5=3x6; )TT CHORD SPLICES:10-11=3X6; ti \� E 6-5-14 17-9-10 19-2-1 I to -o -A } 1 6-5-14 8-4-2 8-4-2 8-4-2 3X6 3X4 3X4 1X4 3X4 z s • s e 10 3X6 3X6 3X4 3X8 3X6 a 3X4 6-5-14 12-9-15 19-2-1 25-6-2 32-0 �X4 6-5-14 6-4-2 6-4-2 6-4-2 6-5-14 Connect truss to girder Connect truss to girder with Simpson or equal with Simpson or equal hanger. 1 NA -m hanger. DEFT HEIGHT -5-0-4 SPAN:32-0 RISE:5-0-4 RIGHT HEIGHT:5-0-4 jOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.490 TOP CHORD:2X4 No.l&Btr GR DF -L POP 20 7 BOTT 10-11=.0.368 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.Q10-0.10 < L/360 WEBS :2X4 STANDARD GR DF -L 'TR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 JEB 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Jote:Use 1x4 or 2x3 Cont.Bractng conn.w/2-8d nalle,or T -brace of sane size and grade as web conn. to narrow face w/10d nails 6 in. o.c )EFLECTION(IN.) L.L= 0.10,D.L-0.07,T.L=0.16 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1.91 THIS DESIGN 1S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. r May.22-.1998 6:38PM MITEK INDUSTRIES INC. No -2496 P. 13/72 =<<-32 Ver. 1.1>> >>=====�a====[ 204069 ]=======_=='« «MOSS »»==__===__ Thu May 21 13:48:33 1998 Custiomer DEVer. Project #: DEADMO Truss ID : 2B8 Family # : 303 /12 32-0 Quantity Top Pitch Span Bld(6/20/1998),v1.1= REACTIONS SIZE TOP CHORD BOTTOM CHORD -22-2327 7 -8■ -2327 8.9= 0 2-12. 4393 WEBS 6-10. 2196. 1=-2695 3.50 3.5D -3■-3827 9-10. 3827 3 -12■ -1424 6.9■ -1421 _ _8s-2695- -4=-5741 10-11= 5741 3.11. 2196 7-9. 4393 - -5■-5741 11-12. 3827 4-11=-342 -68-5741 12-1. 0 4-10= 0 .-7■-3827 S-105-342 E .TE OFFSETS (X=LEFT,Y=TOP);(J2=2.5,2),()7°4.5,2), C)9=3,21 012=4,21, CHORD SPLICE5:4.5■3X6; 'T CHORD SPLICES:10-11■7X8; -5-14 4X7 4X5 4X5 3x4 Q_a eR� sj CJVi1, �F rAl1 4X5 4X7 12 11 4X7 4X5 4X8 4X7 3X6 6-5-14 12 9 15 19-2-1 i 23-6-2 6 5 2014 X6 6-5-14 6-4-2 6-4-2 6-4-2 Connect truss to girder with Simpson or equal . I V�j S wz hanger. Connect truss to girder with Simpson or equal hanger. ,EFT HEIGHT:4-0-4 SPAN:32-0 RISE:4-0-4 RIGHT HEIGHT:4-0-4 :=a ====M = == = _ !M a _ _ _ = == == = == _ =12 ====== ====== ===M a = = == mm = = = == = = a a c = ==== a a = _ = 3 = = = = ,OARING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.467 TOP CHORD:2X4 No.l&Btr GR DF -L .0P 20 7 BOTT 10-11=0.476 BOT CHORD:2X8 No.l GR DF -L 30TT 0 7 LL.DEFL.@10=0.16 < L/360 WEBS :2X4 STANDARD GR DF-L _0-�--�- ;TR.INC. : LUMB = 1.15 PLATE = 1.15-rSPPACo GMEMBERS in. o. c. 2EPETITIVE STRESSES NOT USED .OARING STRESS INCREASE LOADING PANEL(PLF) / JOINTSUBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 2- 7= 54 8- 1. 116 JEB: 2-12; 7-9 TO BE 2X4 No.1&Btr GR DF -L MEMBERS NAILED TOO. W/1 ROW(S) OF .1310 in. NAILS 12 In. e.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. HAILS 12 1n. o.c(BOTT. CHS.) =or Vebs use 1 Row of NAILS 12 1n. o.c. )EFLECTION(IN.) L.L= 0.16,D.L=0.11,T.L■0.27 SLATES ARE M1TEX M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALYW,2E STEEL(E Tf�mE UBC-ItOO1TP1.91 ;LATE MUST BE INSTALLED ON EA. FACE Of JOINT, SYMMETRICALLY(EXCEPT AS y►. o THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND q�C p9�Cp:��D¢� 1J ECT OR ENGINEER. A p p WN F r' J F �• VaY 22-' 1.998 6:40PM MITEK INDUSTRIES INC. No.2496 P. 17/72 - 04073� _ =: -« «ACES-32 ver. »204073 uM=a«=y 13:49:00, CUBmerDEADMOND 'Oct#: RH3029 Truss ID 28 Family#:24 3 12Pro3e Taptch Span 27-0 eld(4/20/1998).v1 c-1=_9_98_ c= c0==_0 e sMsO2cS1=».�4a9� c Quantity REACTIONS SIZE TOP CHORD BOTTOM CHORD 7.8u 4853 2-12a 589 WEBS 5.9= 1726 1■ -2860 3.50 -2=-5399 -3••4358 8-9, 4853 2-11--1036 6-9--1036 _. ?!-28.6n 3.50 =4■ -4200 9-10■ 5091 3-111 1726 6-8m 589 _ -5=-4200 10-11■ 5091 11-12a 4853 4-111-1062 4-10■ 825 •-6=-4358 ..7.-5199 12-1= 4853 4 -9■ -1062 O ATE OFFSETS (X■LEFT,Y-TOP):(110.5,3), _ -6 3-8-1 3-8-i 6-1-13 6-1-13 3-8-1 '� 5X8 4X8 5X8 4 8 dY�. 3) NG YG F 3X6 4X8 10X10 08 3X6 3-8-1 0 13-6 1 19-0 23-3-15 27-0 3-8-1 4-3-15 5-6 5-6 4-3-15 3-8-1 HL TO PK:8-2-9 R HL TO PK :8-2-9 ,EFT HEIGHT.0-4-3 SPAN:27-0 RISE:4-4-3 RIGHT HEIGHT:0-4_3 - ,OADING (PSF� MAX STRESSES - MINIMUM GRADE OF LUMBER L TOP 3-4=0.366 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 10-11=0.439 BOT CHORD:2X8 No.l GR DF -L 30TT 0 7 LL.DEFL.Q10=0.10 < L/360 WEBS :2X4 STANDARD GR DF_L-_-- =pec=======c===�=�aec====me.=- SPACING 24.0 -in. o. C. iTR.INC. : LUMB 1.15 PLATE 1.15 tEPETITIVE STRESSES NOT USED N0. OF MEMBERS = 2 .OADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 54 7• i= 150 MEMBERS NAILED TOG. W/1 ROW(S) OF .1310 in. NAILS 12 in. o.c,(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 11 in, o.c(30TT. CHS.) For Webs use 1 ROW of NAILS 12 1n. a.c. JEFLECTION(IN.) L.L■ 0.10.D.Ls0.07,T.LeO.17 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL( k0 PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,STMMETRICALLT(EXCEPT AS SHOW 0 0 M N S E�1�a UBC-ICBQ,TP1.91 THIS *DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRAStaY� COKSLRT B DO ARCi11T4CT OR ENGINEER. es �F 0 0/ •Mav•2:2. 1998 6:40PM MITEK INDUSTRIES INC. No -2496 P. 18/72 --««ACES-32 Ver 204074 Thu May 21 13:49:08 1998 Cusifomer : #: DEADMOND RH3029 Truss ID : C10 Family # : 32%12 Project Span 27.-0 Quantity . 1 Top Pitch . -BLd(4/20/1998),v1.1==ma====aoc=====msaac====eas�oc===peas�a=========n�ac===cam=m===-mac TOP CHORD 1-2-1573 BOTTOM CHORD 7.8c 1393 2 -10■ -221 WEBS 6.83-221 REACTIONS SIZE 1■ -1044 3.50 2.3■ -1358 -4•-1282 8-92 1150 9-102 1150 3-10--231 3-9. 200 _. _7-3-1061— 3.50 4 -5■ -1282 5-6=-1358 10-1n 1393 4 -9■ -224 5-9= 200 '�R'Jft:S3►O�, 6.7■ -1573 5-8. 231 LATE OFFSETS (X•LEFT,YOTOP)s113-4,2.5),115=4,2.53,(19=4,21, 4) 4- 4-4-J I 1J -O 1 i, -i -i-2 4-8-1 4-1-13 4-1-13 6X8 1X4 6X8 4 -8 - Of 3X4 5X8 3X4 8-0 13-$19-0 27-0 —I 8-0 I 5-6 F 5-6 8-0 tX6 L. HL TO PK:10-5-7 R. HL TO PK :10-5-7 LEFT HEIGHT:0-4-3 SPAN:27=0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.205 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-8=0.342 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@9=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE - 1.15 - SPACING • 24.0 in. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L■-0.06,D.L=0.04,7.1=0.11 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED OW EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT A SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICSO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT ANVtMPOR ING(WHICH 15 ALWAYS REGD)CONSULT BLDG ARCHITECT OR eNGINEER. I/A MEN Z?T I - K )� O !! MF�' r: v v �s -*Mayy-2-2-j 998 6:40PM MITEK INDUSTRIES INC. No -2496 P. 19/12, ==<c<cACES-32 Ver 1.1»»===____'-_= I 204075 Thu May 21 13:49:14 1998 Cu<<<Acr DEADMOND #: RH3029 Truss ID CG Family # 32,4 " Project 7 27-0 Quantity 3 Top Pitch 6/12 Span -sld(4/20/1998),vl.l=========a=====��_____ REACTIONS - SIZE TOP CHORD BOTTOM 7-8=-16774 9.10■ 15381 CHORD 15.16= 17548 2-16= 2815 WEBS 5-.13c 2443 8-10= 55 1=-10552 3.84 1-2=-19557 2-3-16817 B-9=-17133 •10-11= 15381 16-1= 17548 2-15=-.3241 3-15= 3820 5-12--1651 6-12= 6S41 _. -9.=--7937— 3,50 3.4■ -14907 11-12s 15003 4-5=-13289 12-13- 14206 3 -14■ -3685 7 -12■ -3644 5.6■ -13271 13-14= 14Z06 4-14w 6550 7-11. 3774 R�16,N 6-7=-14886 14.15. 15041 5-14=-1619 8.11=-483 LATE OFFSETS (X=LEFTY■TOP):Ej11=3,2),()12=4,31,Ij 13=5,31,(j14■4,3],()15■3,21,(j16■5,1.5), 4; :Qia�>�rrz-� • • 6j12 19-0 15-10-1 3-s-13 -1-3 3-0 6X12 48 6 5 3X8 OX5 /AO iv^iv .^U ,.... _.._ 19-0 _ 5- -0 - - - 16-10-13 5-0 3-0 -1-3 3-4-13 3-4-13 -1-3 3-0 5-0 �7 L HL TO PK:11-3-8 R HL TO PK :11-3-8 LEFT HEIGHT:0-4-3 SPAN:27-0 RISE:5-8-11 RIGHT HEIGHT:0-4_3J--_ -_=====c=-'===m=C==mac=====a======�acc=_===mcc===vmc=_===a==== _•=tea=cc=-=o= LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.537 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 30 7 BOTT 16-1=0.927 BOT CHORD:2X8 No.l GR DF -L BOTT 0 7 LL.DEFL.@13=0.24 < L/360 WEBS :2X4 STANDARD GR_DF_L-- STR.INC.:^LUMB = 1.15 PLATE = 1.15 SPACING M:24.0EMBERS in. 0. c. REPETITIVE STRESSES NOT USED NO. OF LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1. 9. 74 9.11. 14 11- le 718 CONCENTRATED 11. 2700 WEB: 4-14,_6ei2-TO BE.2X4 _ No.18BLr GR DF -L - -3-MEMBERS NAILED TOG. W/1 ROW(S) OF .1314 in. NAILS /o ),AND 3 ROW(S) OF .131x3 In. NAILS 5 In. o.-c(BOTT. CHSX4 for Webs use 1 R04► of NAILS 12 in. C.C. �..4 DEFLECTIONO N.) L.L■ 0.24,D.L•O.11;T.L=0.35 �� yy PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 44 A T AS SHOWN) THIS -91 EDESIGNBISIF RATRUSSLLED ON EA. FACE OF FABRICATION ONLY!FORSP RMANENTLLY AN TEMP (j f A NDS DES SPECS, D UARCHITE TP R MUST 'y fA��Y�"RE?D)C LT BLDG ARCHITECT OR ENGINEER. ,F �. M 998 6:42Ph4 h91TEK INDUSTRIES INC. No.2496 P - 23;'-2 =««ACES -32 Ver. 1-1>>>>===—=====( 204079 Thu May 21 13:49:38 199,$ Cue omer : #: DEADMOND RH3029 Truss ID D8 Family # : 3�4 Pro ect Span 26-.0 Quantity--. 1 Top Pitch 6 12 =B(d(4/20/1998),v1.1====��===east=--. --- ---_ -- TOP CHORD BOTTOM CHORD 7-8a 3712 2-12. 418 VEBS 5-9= 1316 REACTIONS - SIZE 1■ -2321 3.50 ,-2■-4164 '-3=-3481 8.9■ 3712 2 -11■ -673- 6.9=-673 -•7•..232.1- 3.S0 i'-4-3107 .-S■•3107 9-10■ 3852 10-11=.3852 3.11m 1316 4 -11■ -886 6-8= 418 - -6■-3481 11-12= 3712 4.10. 656 i-7=-4164 12-1■ 3712 1TE OFFSETS (X■LEFT,Y■TOP);(j9e4,21,Ij10=3,2),(jtt■4,2I, 4.9a-886 E pGNG 3; –4-3 3-0 – -8-1 3-8-1 5-7-13 5-7-13 3-8-1 3- 5X10 3X8 5X10 IVA 2X4 5X8 7X6 5X8 2X4 18-7-13 22-3-15 ,_26-0 3-8-1 3-8-t 5-7-13 5-7-13 3-8-1 3-8-1 ;5 j. HL TO PK:8-2-9R HL TO PK :8-2-9 jEFT HEIGHT:0-4-3 SPAN:26-0 4• RISE:4-4-3 RIGHT HEIGHT:0-4_3 JOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.673 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 9-10=0.955 BOT CHORD:2X6 No.1 GR DF -L 10TT 0 7 LL.DEFL.@101=0.16 < L/360 WEBS :2X4 STANDARD GR DF -L ;TR INC.: LUMB'a 1.15 PLATE = 1.15 SPACING 24.0 in. o C. ,EPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 OADINO STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM I. 7= 54, 7. 1n 116 1EFLECTION(IN-) L.L■ 0.16,D.L=0.11,T.L=0.27 't f SLATES ARE MITEK M20.165,142 MANUFACTURED FRO.'1 ASTM A 446 GRD A GALVANIZED STE A EXC�?T'A )`', •1 Q�, MISEMUST DESIGNB151FORALLED TRUSSON EA. FACE fABRICATlON00NlY01FORSPERMANENTLANDEXCEPT ASTEMPORARYSBR ID �( F< f1t}�RM its S E�) y`L�-1�L�tlA$SHITTECTPOR9ENGINEER. R May -2?. 1998 6:42PM MITEK INDUSTRIES INC. No -2496 P. 22/72 =<c«ACES-32 Ver. [ 2040781-=====s===««MOSS»»===___=__ 1.1 » »___'_ Thu May 21 13:49:33 1998 Cus>omer #: DEADMOND RH3029 Truss ID D10 ..Family # 3.4 Top Pitch 6 12 Project Span : 26-0 Quantity 1 =� Bld(4/20/1998), v1.1=====�___'¢___�--_'_--' REACTIONS - 512E APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD 6.73 1311 WEBS 2'8=•2G5 I -1010 3.50 •2-.}480 •3--1223 7-8= 1092 3-8. 227 --6■-1010 3.50 _. _.— .. -4--1092 8.1. 1311 •Sr -12Z3 4-7. 227 5-7--245-6••1480 A.41Iq TE OFFSETS (X-LEFT,Y=TOP):Ej3a4,2.51,Cj8=3,23, 4; 4 8 '11i 9-4-3 �o-r-1 4-8-1 4-8-1 7-3-10 6X8 F"NQ'iia Coal 5X6 5X6 3X8 16-7-13 -0 9-4-3 7-3-10 -4' 9-4-3 4X6 _ R HL TO PK :10-5-7 HL TO PK:10-5-7 T` :26-0 RISE:5-4-3 RIGHT HEIGHT:0-4-3 iJEFT HEIGHT:0-4-3 .S-0 MINIMUM GRADE OF LUMBER GOADING (PSF� MAX STRESSES TOP CHORD:2X4 No.l&Btr GR DF -L L TOP 3-4=0.733 BOT CHORD:2X4 No.i&Btr GR DF -L COP 20 7 BOTT 8-1=0 387 :2X4 STANDARD GR DF -L 30TT 0 7 LL.DEFL.@8=0.05 < L/360_- WEBS SPACING • 24.0 in. o. C. 3EPETIT.. LST_RESSE.15 PLATE = 1.15 NO. OF MEMBERS = 1 ED JEB-3.7_BRACED at-I/2'POINTS-AS-SHOWN ABOVE- Vote:Use 1x4 or 2x3 Cont.Brecing conn.w/2.8d nails,or T -brace of samt size and grade as web conn. to narrow face w/10d nails 6 in. o•c DEFLECTIONCIN.) l.L- O.OS,D.l=0.04,T.L=0.09 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED DESIGSTEELECONF AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOVN)DES10N CONFORMS W/NDS DESIGN SPECS, UARCHITE TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH 1� WAYS REDD)CONSULT BLDG ARCHITECT OR ENGINEER. 7-7r co Qg�;W - P F? � V P -, May -22:' 1998 6:41PM MITEK INDUSTRIES INC. No.2496 P. 21/72 :=<< «ACES -32 Ver. 1.1>>>>===a.c===.w[ 204077 ]aoa�coa=ac=<cccMOSS » »=ac=-aaca Thu May 21 13:49:28 1998 Cus omen ProMt DEADMOND #: RH3029 Tru88 ID . D12 Family # : 324 'Top Pitch : 6/12 Span : 26-0 Quantity : 1 APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1..1010 3.50 1.2x•1452 !-3�-1261 6-72 1288 7-8. 958• 2.90-256 3.9. 335 6■ -1010 3. . 50 S-4-968 8.9■ 958 3.8. 36 ASE w :-5■-1261 S -6■ -1452 9-1= 1288 4-8' 36 4-7= 335 5-7-256 !r N u ATE OFFSETS (X=LEFT,T=TOP):I)3.4,2.5),Ej4.4,2.5),Ej8=3,2), 4: 5-8-1 IEiii am 3-3-10 6X8 6X8 u -I- -8-1 3X4 5X6 3X4 -0 - 1 - -0 8-0 5-0 5-0 8-0 4X6 HL TO PK:12-8-4 _ R HL TO PK :12-8-4 LEFT HEIGHT:0-4-3 SPAN: 26-0 RISE:6-4-3 RIGHT HEIGHT:0-4-3 ana=c=ncc==aac==�accOC==mcc=o=nccc�=�=o=.c._ - LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.294 TOP CHORD:2X4 No.l&Btr GR DF -L BOT CHORD:2X4 No.l&Btr GR TOP 20 DF -L 7 BOTT 6-7=0.327 OTT 0 7 LL.DEFL.C�8=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L --- ILSTIATE = 1.15 NGlno. c. REPETTIVERESSESUSEDNO.OFMEMBERS i DEFLECTION(IH.) L.L= 0.05,D.L=0.04,T.L■0.09 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOIWT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. s 14 � V f -May .22,'. 1998 6:41PM MITEK INDUSTRIES INC. No -2496 P. 20/72 =««ACES -32 Ver. 1 .1»» �_=__ 204076 a===�z===�=««MOSS»»=a====G== ThuMay#21 23 1998 'us�omer Project DEADMOND #: 263029 Truss , ID. D Quantity . 2 :11049 Top Pitch : 6/12 Span 9ld(4/20/1998),v1.1= ac=es.oacoo-cc==a====ac=0=m====�====ecc===Q==c=.aco=a=cc0=c=====_ REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 'OP CHORD •2=-1382 BOTTOM CHORD 5.6=.1227 WEBS 2-7-293__5:-1010 IS -100 3.50 3.50 - - - - •36-1202 6-7= 841• 3-7. 438 4-1202 -5=-1382 7-1= 1227 3-6. 438 4.6=-293 F TE OFFSETS (X=LEFT,Y=TOP):CJ7.3,2I, 3: o -y_ 6-9- 13-0 y -c -i 8-2-12 6t-2-12 04 c OF 5X6 30 F 8-10-3 " 17-1-13 26-0 8810-3 8-10-3 8-3-11 3X5 HL TO.PK:14-6-7 R HL TO PK :14-6-7 .SFT HEIGHT:0-4-3 SPAN:26-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 a---�a-----J6---. ....0---."�------ ,OADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1 -SES 2 'TOP CHORD:2X4 No.1&Btr GR DF -L 'OP 20 7 BOTT 7-1-0.388 BOT CHORD:2X4 No 1&Btr GR DF -L 30TT 0 7 LL.DEFL.07a0.05 < L/360 WEBS :2X4 STANDARD GR DF -L - =aC--=m----�--^�----m----6--- �P.---=-G--.--C---SSG---.-JC----Jm----=8--..-G-----.-.- ZEPETITIVELSTRESSESIUSEDATE 1.15 SPACING OFGMEMBERS = I o. C. EFLECTION(IN.) L.L= 0.05,0.100.04,T.L■0.09 •LATES ARE MITEK M2o-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICB0,TPI-91 'HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIXG(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. OV - sjjr7jc C'WTE CO LQe��� � It. DEP TY 1, .Aay.22'. 1998 6:43PM MITEK INDUSTRIES IN,:. No -2496 P. 24;12 [ 204080 - :_« «ACES -32 Ver. 1.1 » »=-===a'===- Thu May 21 13:49.46 1998 Customer DEADMONDTruss RH3029 ID DG Family # Pitch 1 0 6 12 Project #: Span : 2.6-0. Quantity _- 2 Top - -BId(4/20/1998),x1.1 ==a==aG==========__'___ WEBS REACTIONS - SIZE TOP CHORD 1.2=-15266 BOTTOM CHORD 7-8= 12200 2-i2. 2182 5.9= 4332 1■ -8029 4,29 J=•624fL 3,50 >.-3.•12696 8-9s 12200 9.10U 11826 2.11■ -.2684 3-11. 3732 6.9=-430 6-8= 55 1.4m-9222 ;•5=-9222 10-11= 11355 11.12= 13692 3.10=-3933 4-10= 7979 R N'' 5.6=-13221 13692 5.108-4528 6-7••13581 12-1m ATE OFFSETS (X■LEFT,Y■TOP):(j3=4,2),()4=3,23,C15.3,2),I19,4,43,(110.6,5),(j11.3,23,(112=5,1.5), 4: -9- 4-4-4 3-7=12 5-0 7X6 B -p ZI-[-1 _0 3-7-12 OF 30 7X8 1 ZR 1 Z I WA i v 2x4 WEDGE 4-4- 48 0 1 -0 16-0 21-7-12 '—i5-0 3-7- 2 4-4=4 ~ 3-7-12 5-0 1 4-4-4 (7 7 L HL TO PK:14-6-7 - R HL TO PK :14-6-7 RISE:6-10-3 RIGHT HEIGHT:0-4-3 LEFT HEIGHT:0-4-3 SPAN.:26=0 LOADING (PSF) MAX STRESSES - MINIMUM GRADE OF LUMBER L D TOP 1-2=0.722 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 9-10-0.792 BOT CHORD:2X8 SS GR DF -L BOTT 0 7 LL.DEFL.910=0.22 < L/360 WEBS :2X4 STANDARD GR DF -L ST INC.: LUMB = 1.15 PLATE = 1.15 SPACINGOF MEMBERS in. 0. C. REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM CONCENTRATED PANEL(PLF) / JOINTS(LBS) 1- 7= 54 7- 9= 14 9- 1. 558 9. 2700 WEB:=4;-,10 TO_BE 20 No.18Btr GR DF -L p A;6lD/uS� p 1 3((lfl)kAllS 4.i n: O.C(30TT-6HS:)"t 21MEHBERS_NAILED T00: W/1"ROY(5)"Of-.131x3-in:-HATCS'12'_in.:o.c.(TOP l' �•/ �F `-�1(JJ1V?'li .. 1, For Webs use 1'ROW o4 -NAILS 12'1n.•o.c. r� I j' DEFLECTION(IN.) L.lo 0.22,O.L=0.15,T.L=0.37 �!°I� PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 D A GA EL CES N) p��� r .p PLATE RUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALL C i 1' N RMS SjGN 5P C dg�+ YCBO,TPI 91 THIS DESIGN l5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AN T I{A6U-ilN HPS REO?�ONSIBLARC��TECT OR ENGINEER. A4 �N V� -may .22'. 1998 6:48PM MITEK INDUSTRIES INC. No•2496 P. 36/72 tea««ACES-32 Ver. 1.1»»=-=_ =m==== [ 204092 l=====a CUB�omer DEADMOND Thu May 21 13:50:16-1998 Project #: RH3029 Truss ID K6A FamiP3tch 62%12 Span :�10-0 Quantity 1 Top i TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2=-262 4-1. 232 2 -4■ -271 1-466 3.50 _.4.330 3.50 2-3s 0 _._. .. —. 3'-4=-122 _hanger. 10-0 10-0 3X4 HL TO PK:5-11-12 SPAN:10-0 RISE:3-9-12 RIGHT HEIGHT:3-0-4 ,EFT HEIGHT:0-4-3 26== _ = = == a = = = =21 o!_- =_ == a = = == GADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 4-1=0.314 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L LSTIEATE�= 1.15 FGS in. o. C. OMEMBER2EPETITIVERESSESUSD )EFLECTION(IN.) L,L= 0.00,D.L=0.00,T.L=0.00 'LATE= ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) ,LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS v/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. � q O PeiT 0 ) �� v .Mar -22: 1998 6:41PM MITEK INDUSTRIES INC. No,2496 P. 35/12 =««ACES732 Ver. 1.1>>>>== --______= I 204091 Customer DEADMOND Thu May 21 13:50:14 1998 Project #: RH3029 Truss ID K6 Family 4 323 :stria/zo/199e),�1. 10-0 Quantity _1�_ ?Top Pitch -:- 6/12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. -2■-262 4 '-3= 0 5=4=-122 3 —u ' hanger. 3X4 10-0 ; 10-0 HL TO PK:5-11-12 EFT HEIGHT:0-4-3 SPAN:10-0 RISE:3-4-3 RIGHT HEIGHT:3-0-4 :OADING (PSF) -MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.l&Btr GR DF -L OP 20 7 BOTT 4-1-0.314 BOT CHORD:2X4 No.l&Btr GR DF -L -OTT 0 7 LL.DEFL.QO=0.00 < L/360 WEBS :2X4 STANDARD GR DF-L -_=____=-==a===--===a=-----=--==__=_=-=======a===-- ==_==�=--_==_==_======='= TR .INC UM = 1.15 PLATE 1.15 SPACING 24.0 in, o. c. - .EPETITIVE STRESSES USED NO. OF MEMBERS = 1 :FLECTION(IN.) L.L- 0.00,D.L=O.O0,T.L=0.00 :RTES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYIIMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC-ICBO,TPI.91 XIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR. ENGINEER. I -flay -22'. 1998 6:47PM MITEK INDUSTRIES INC. No•2496 P. 34/72 aa««ACES-32 Ver. 1.1»»=acao=a=e=a 204090 ) a==o=ac====««MOSS>>>> Customer : DEADMOND Thu May 21 13:50:11 1998 Project #: RH3029 Truss ID : K4 Family # 3 3 Span 10-0 - _ -- Quantity : 2 _ Top Pitch :62%12 =81d(4/20/1998),v1.1==e==-=eaac-Com_-mac==-eczccc=Caac�c •. --=oc===- nacccaaa TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2■ -370 4-1= 325 2 -4■ -337 1---466 3.50 2-3■ 0 -- to -330 3.5.0 3-4=-176 aa A00 .mom nanger. 10-0 10-0 3X4 HL TO PK:3-8-15 r RIGHT HEIGHT:2-0-4 DEFT HEIGHT:0-4-3 SPAN: 100 RISE:2-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.463 TOP CHORD:2X4 No.l&Btr GR DF -L rOP 20 7 BOTT 4-10.327 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMBa 1.15 PLATE = 1.15 SPACING - 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 )EFLECTION(IN.) L.L■ 0.00,D.L=0.0O,T.L=0.00 ;LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOVN) ?LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 8 "()OU ApiA V� ., -May .22. 1998 6:46PM MITEK INDUSTRIES INC. N o . 2 4 9 6 P. 33/72 -« «ACES -32 Ver. 1-1>>>>=====m=====[ 204089 )=e==== ___« <<MOSS>>>>======a== Custtomer : DEADMOND Thu May 21 13:50:09 1998 Project #: RH3029 Family : 323 Truss ID K2 Pitch 6 12 Span : 10-0 Quantity 2 Top =BId(4/20/1998),v1-i====a==emc===eec===s=ec===a=ac=C�==c=o===sac==�-e=:a===e===c-e==.= TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR M1TEK INDUSTRIES INC. 1.2■•443 4-1. 379 2 -4■ -380 1=-466. 3.50 ?-3= 0 — 4s-330 3.50 3-4=-230■� 3X4 0-0 10-0 Connect truss with, Simpson r L`: 5 1;4(i R to girder or equal hanger. 3X4 , HL TO PK:1-6-1 RISE:1-4-3 RIGHT HEIGHT:1-0-4 .,EFT HEIGHT:0-4-3 SPAN:10-0 GOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.783 TOP CHORD:2X4 No.1&Btr GR DF -L i`OP 20 7 BOTT 4-160.335 BOT CHORD:2X4 No.1&Btr GR DF -L 30TT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L 30TT 2EPETITIVELSTRESSESIUSED. = 1.15 SPANO.COFGMEMBERS in. 0. c. IEB 2-4 BRACED at 1/2 POINTS AS SHOWN ABOVE late:Uee 1x4 or 20 Cont.Brecing cor%n.w/2.8d neits,or T -brace of same size and grade as web conn. to narrow face v/10d nails 6 in. o.c IEFLECTION(IN.) L.La 0.00,D.1.4.00,T.L&0.00 )LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM.A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALL•Y(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. May .22'. 1998 6:46PM MITEK INDUSTRIES INC. No -2496 P. 32/12 - « «ACES -32 Ver. 1.1>>>>=========== 204088 ]===__-=====« «MOSS » »===a==w== -Et Omer DEADMOND ThuMay21 13:50:07 1998 CUB #: RH3029 Truss ID S8 Family # 205 Span : 2-0 Quantity - 1 Top Pitch : 6/12 :eld(4/20/1998),vl.1s==-==a=acc= TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. l-2= 0 3-1= 0 1s-196 3.50 !.3. 0 --3=-12 3.50. 2c-456 1.50 ..... „ s�w..� 2X4 Connect truss to girder ' w(th Simpson or equal hanger. 2-0 HL :2-2-13 ,EFT HEIGHTHT:0-4-3 SPAN:2-0 RISE:4-4-3 RIGHT HEIGHT:1-4-3 EI _ _3QS__ 7__ 2jOADING (PSFQ=-. MAX STRESSES MINIMUM GRADE .OF LUMBER L D TOP 1-2=0.032 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 3-190.008 BOT CHORD:2X4 No.1&Btr GR DF -L 30TT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L SPACIN 2EPETITIVELSTRESSESlUSEDATEr 1.15 r No. OF MEMBERS = o. c. MEMBERS 1 )EFLECTIONO N.) L.L= O.00,D.L=O.00,T.L=0.00 JoTE; RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN SLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) SLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 131J( D COV 4 � � ING pep �TY � R'UgLDO _�Cu Rr W ®� ,1� 4 Pr May -22- 1998 6:46PM MITEK INDUSTRIES INC. No.2496 P. 31/72 .c=e==� 2 =C==..o=aa=« <MOSS»»=a==w.:.= =««ACES -32 Ver. 1.1»»===_ [ 04087 ] ThuMay 21 13:50:05 19.98 Cus ome,r : DEADMOND TrussID S6 Family # 205 Pro ect #: RH3029 Quantity : 7 Top Pitch 6/12 Span - 2-0 =eld(4/20/1998),vi.1=====c=em====�mcc=o=na==��=a�cc=o=mac=e==nsocaCaonesc=o==a==e=ac=e TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. I.2■ 0 3.1. 0 1■ -194 3.50 �.;. 0 —3■ -12 3.50. 2-318 1.50 Connect truss with—Simpson 2-0 2-0 girder equal hanger. HL TO PK:2-2-13 SPAN:2-0 "RISE:3-4-3 RIGHT HEIGHT:1-4-3 ,EFT HEIGHT:0-4-3 e = e = v a e = e � .OAcRING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.032 TOP CHORD:2X4 No.l&Btr GR DF -L 'OP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.I&Btr GR DF -L 30TT 0 7 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L EPLSIETE 1.15 FGS o. C. 2ETITIVETRESSESUSD No. OMEMBER=1 EFLECTION(IN.) L.L= 0.00,D.L=O.O0,T.L=0.00 "OTE: RIGHT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-1CBO,TP1 ;41 "HIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. CRJ NG �I�rWEFIV , �ALDING ,,, VA - f' �v�.� .May -22. 1998 6:45PM MITEK INDUSTRIES INC. No -2496 P. 30/12 2 Ver 1.1 » »=':----�=ac[ 204086 .=<c«ACES-3 Thu May 21 13:50:03 1998 ProCue Omer RH3029 D Truss ID : S4 Family # : 205 Span t #: R-0 Quantity : 7 Top Pitch : 6/12 Span 2-0 ■Bld(4/20/1998),v1.l=aaccmao-macoesccoceacc-macer.=nacos-aoaC=maoeCA=sa.oe=masa=acs=eco TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3.1. 0 1=-194 3.50 -3. 0 - 3�-12 3.50 2=-182 1.50 .�niJ iSf�1. .2-0 2-0 .2-0 ; 2-0 2-0 truss to girder Tlpson or equal _2: _ - hanger. j. HL TO PK:2-2-13 ,EFT HEIGHT:0-4-3 SPAN:2-0 RISE:2-4-3 RIGHT HEIGHT:1-4-3 GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.032 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 3-1=0.008 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL. < L/360 WEBS - :2X4- STANDARD GR DF -L -sac=c=mcc=�ac�R�a--,tea---.aa---.__ac---•_mac===ams-O �ncc-.-�acc--=�aa ==o =o- 3TR.INC.: LUMB a 1.15 PLATE = 1.15 SPACING M:24.0EMBERS in. o. C. IEPETITIVE STRESSES USED )EFLECTION(IN.) L.L9 0.O0,D.L=0.00,T.L=0.00 'LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) 'LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOUN)DESIGII CONFORMS WINDS DESIGN SPECS, UBC-ICBO,TPI-91 FHIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. 8U f� lxjr7z� �U/vT y ;PiRltv� P P 0 PAY VF • Mav•22. 1998 6:45PM MITEK INDUSTRIES INC. No -2496 P. 29/72 =««ACES -32 Ver. 1.1»»nnn.a====a. E 204085 1 aaa==aa..==««MOSS»»==a===a== Customer : DEADMOND 'Thu ay 21 13.50:02 1998 Project #: gH30.2g Truss ID �2 TopiPitch 6%12 Span 2-0 Quant y uBld(4/20/1998),vi.1a===ac==nc=Aanccoaa..cc==aacc=-=.oc===ancccpaasacc=C=aa==a=act=ncc TOP CHORD BOTTOM CHORD . WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2= 0 3-1= 0 t= -t94 3.50 2.3' 0 —3=-12 3.50. 2°'46 1.50 2-0 2-0 2-0 Connect truss to girder with._Sin or equal r %_0mpso v Zy - hanger. HL :2-2-13 �F3FT HEIGHTHT:0-4-3 SPAN:2-0 RISE:1-4-3 RIGHT HEIGHT:1-4-3 EI � MAX STRESSES MINIMUM GRADE OF LUMBER GOADING (PSFNo.l&Btr GR DF -L L TOP 1 -SES 2 TOP CHORD:2X4 tOP 20 7 BOTT 3-1=0.008 BOT.CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL. c L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.- LUMB 1.15 PLATE = 1.15 SPPACIINGM: 24.0BERS in. o. C. REPETITIVE STRESSES USED No. OF )EFLECTION(IH.) L.L= O.O0,D.L=O.O0,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JO 141,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGII CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. m May -22-.- 1998 6:43PM MITEK INDUSTRIES INC. No -2496 P. 25/72 :-««ACES-32 Ver. 204081 aa�c,�¢aa=Ca««MOSS»»sCepaecea Customer DEADMOND Thu milay 21.12019:52 198 RH3029 Truss ID # Project #: -0 : 41 Top Pitch : 6'/12 Span 8 Quantity . aBld(6/20/1998),v1.1a=-ac==aco-=aoa.=a=c==accCeaa�=nnac==.QacCe=�ccC==saccaaac�oaoaaaa TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC-. 1.2. 0 3-1a 0 1•-398 3.50 Z -3x-208 _ 3=-262 . 3.S0 with Simpson -1LjS'%�'� 3X4 8-4 girder equal hanger. ;;E. HL. TO PK:8-11-5 SPAN:8-0 RISE:4-4-3 RIGHT HEIGHT:4-4-3 FT HEIGHT:0-4-3 GOADING (PSF� MAX STRESSES MINIMUM'GRADE OF LUMBER L TOP 1-2=0.681. TOP CHORD:2X4 No.i&Btr GR DF -L I'OP 20 7 BOTT 3-1=0. 77 _ BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL. < 0360 WEBS :2X4 STANDARD GR DF -L EPILST1.15 PLATE a 1.15 FGo. C. RETTIVERESSESUSDNO. OMEMBERS =1 )EFLECTION(IN.) L.L= 0.O0,D.L=O.00,T.L=0.00 PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(E)(CEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, U8C-ICBO,IP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDO ARCHITECT OR ENGINEER. r / RUIL®ING f)Ep� N pP� F? 0 V Vay.22-. 1998 6:45PM MITEK INDUSTRIES INC. No -2496 P. 28/72 __=_==��__= I 204084 J =__--___•==«<<MOSS»»s=====._= -c«<ACES-32 Ver. 1-1>>>> Thu May 21 13.49:59 1938 Cuslfomer DEADMOND Truse ID . J6. Family # : 323 Project #: RH3029 Quantity : 6 Top Pitch : 6/12 Span 8-0 _ :Bld(4/20/1998),v1.1=n===22aoo=acne=amc=ce—==--a�.c= cSIZE APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS 1■398 3.50 4•. 1 -2■ -146 4-1s 129 2-4=-191 -.. ^ 262 3.50 (.;= 0 1'-0-68 r "' `7 4—,(:e hanger. 3X4 8-0 8-0 HL TO PK:5-11-12 SPAN:8-0 RISE:3-4-3 RIGHT HEIGHT:3-0-4 DEFT HEIGHT:0-4-3 GOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-20.240 TOP CHORD:2X4 No.l&Btr GR DF -L COP 20 7 BOTT 4-1=0.195 BOT CHORD:2X4 No.l&Btr GR DF -L 30TT 0 7 LL.DEFL.@0-0.00 < L/360 WEBS :2X4 STANDARD GR DF -L 3TR.INC.: LUMB o 1.15 PLATE = 1.15 NPOACOFGMEMBERS ini o. C. 2EPETITIVE STRESSES USED )EFLECTION(IN.) L.L= 0.O0,D.L=O.0O,T.L=0.00 ;LATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EYCEPT AS SHOWN) )LATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)OESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT Oq ENGINEER. RU P May.22�- 1998 6:44PM MITEK INDUSTRIES INC.. No•2496 P. 21/12 2 Ver. 1.1»»=--_ =.e= ( 204083 =_�_ ==<< «ACES -3 Thu May 21 13:49:57 1998 CUB omer DEADMOND Truss.ID J4 Family ## 323 Proect #: RH3029 6 Top Pitch : 6/12 Span 8-0 Quantity =Bld('4,/20/1998),v1.1=====sa==ego===�.cco�=aim=eea�an====�coaea��a=eneens�x=a=�c===ac=o TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2--256 4.1= 225 2-0-241 _ 1.398 3.50 3.50 _ 2-3�0 3-4=-122 - - n( w k L,4_1 nanger. 3X4 8-0 ; r 8-0 L HL :3-8-15 LEFT HEIGHTHT:0-4-3SpAN:8-0 RISE:2-4-3 RIGHT HEIGHT:2-0-4 EI=a=C==.a==== LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.251 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 4-1=0.209 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR D=F�=-L ILS1.1 PLATE 1.15 FGin, o. C. REPETTIVETRESSESUSDNO.OMEMBERS =------- - DEFLECTION(IN.) L.L= 0.0O,D.L=0.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-IC8O,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. . May.22� 1998 6:44PM MITEK INDUSTRIES INC. No•2496 P. 26/12 =-««ACES-32 Ver. 1.1»»======a I 204082 Cue omer DEADMOND 'Thu May 21 13:49:54 1998 PrMect #: RH3029 Family s 323 Span : 8-0 -- Quantity . &2 Top Pitch : 6/12 =Btd(4/20/1998),vt.la=========-==as===.-_v=naaa===cam.-=asoc== TOO CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1.2■ -339 4-1= 290 2-4•-291 10-398 3.50 2-3. 0 _. 6--262 3.50 3 -4■ -176 3X4 8-0 8-0 I At Connect truss to girder With _.Simpson or equal a ' Ly 5 1,D hanger. 3X4 L. HL TO PK:1-6-1 LEFT HEIGHT:0-4-3 SPAN:8-0 RISE:1-4-3 RIGHT HEIGHT:1-0-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP -2-3=0.463 TOP CHORD:2X4 No.l&Bt:r GR DF -L TOP 20 7 BOTT 4-1=0.218 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED N0. OF MEMBERS = 1 DEFLECTIONO N.) L.Lv 0.00,D.L•O.00,T.LEO.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 646 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-1CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUILe'��' D� D�O(,,T)' ` 13UT7E ,C�. RUf r V p 8 R1 0 m STANDARD GABLE END DETAIL. MIND SPEED 70 MPH, MEAN WALL HEIGHT IS FT. 1. NOTES: TOP CHORD MAY BE NOTCHED FOR 2X4 DUTLOOKERS END WM4 X OIAGONAL OR L -BRACING v� CAS o � � NO �� OMEDED UNDEF REFER TO TABLE BELO'WHOTCH. TOP CHORD MAYBE NOTCHED ONLY DRECTLY OVER STUDS EXCEED /0.O.C. GABLE END MUST BE FULLY SHEATHED 4X4 ON ONE FACE OR CONTIMMS 2X4 82 OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 3 7YP. EXCEED OHNE. AND A STUD DOES NOT FALL LM EACH NOTCH, CONNECT SCAB W(TM 1 -ROW OF IOD COMMON N WRE NAILS SPACED AT Ir O.C. MAX THE MAX OVTLOOKER LEND 12 VARIES TO COMN.C\ TRI �u I�I?T(li N A�� 4AA x CONT. BEARING. . 3X8 SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4" L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8. O.C. VERTICAL STUD �- SECTION A -A. l2�zz�q� 0 _... = TRUSSES AT 24' O.C. PLYW000 SHEAT-HINO 2X4 LATERA 3RACING AS 2x4A[z q 24"0.4-1) ENO WALL 10. N. FURRING STRIP OR LATH r1CITC—d 0Rq. FOK- A16WK 6cABL& eAP I*Puss LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT. # `NAIL AT 0 EMD UP TO 7'-0• 2 - 16d 12 INCH O.C. 3 - 16d OVER 8'-6' 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 to -t-14 18 INCH O.C. 5-1-0 12-1-12 9-5-8 24 INCH O.C. 4-5-4 10-1-7 g-0-3 NOTE: 3FURNISH COPY OF THIS DRAWING TO CONTRACTOR I.VERT. HAD BEEN CHECKED FOR 9E HPH WIND LOAD, FOR BRACING INSTALLATIOR MEAN WALL HEIGHT OF 15 FT, AND L/240 OEFL CRIT. BRACING SHOWN IS FOR IOwLL TRUSS ONLY, 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END CONSULT BLDG..4wTl CT ENGINEER FOR TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER TEMPORARY ANO PERMAN T CINC OF ROOF SY; OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF) STR. MR. 25 T.C. 2X4 NO -1 91 OF -i. PI -95 Crlt, Lli DRAWN BY JB TOPn. 2X4 No.1 91 CF -L Lac -9q -BOTTOM 26 10 CHECKED BY r JAI 'I Webs 2X4 STUD DF -L SPACINGi 24 Inch O.C. REP. STRESSr YES m ean,e ��1v-cals.s U.lE.4 'ZeSI�r l�� ro Laa Y�� ��'� Q�vIcIFSD apFl �j{r✓i oR c�-y�a fL �1��/�T2 12C��tST�r.>! 1"�bT6Ql/� (b �E.cTCl&STY TCs �OQ l2EScST t£a vt-F (� Lrrec.lGp'To oras'. C1�F ,��Cucc.a l(.+S.T �.�GraTsttf=v �� �F 11J lace«D�`.�—G L"� [1T3G —T21T�Lr 2S'— � AMTj—ti2i�ss TSctt1E�Zt�� WAL-4— r -0'R l"+i0 PC -F. o�.,aecrr r.l ,fit N I A WARNING- Verify design parameters and RFAD NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek oornectom TMs design is based only upon parameters shown, and Is for an individual bAli owom m lobe kubd ed end loaded varkWly. AppBcobiiity of aeaipn paremetere and props. inoorpomWn of �. oomponent Is mspwmNhy of bul*V designer - not tnrss designer. Brading slam Is for lateral aMm of individual web members only. Aditonal temporary bredng b Irwas swbfay during consbxcdm is the responsfb" d the erector. AdOmW f> trading d ons overal atntdrxe Is tlne resportsORly d tlne buldirq assigner. For general gulmnos mparding %brlcatl* rauaflty control storage. delivery, wecfon and brectrrg, conA OST -S& Orval ty Standard, DSB-W Braekq Bpectfieatlorti arnd ltl&Bt Harwlww badtarw and Braeing Reoo tbn available Tram TFup woe. k►attdrea. !� D MIT�k kMust�sr Inc.. Ondrio Drtm Madlaor% Wl SM9 1998 Ile EXP 9-30-00 �OF CAL\FO� `1 Wrek Industries Inc • 3033 GOLD CANAL DBNE SUIM 200 MiTek 0 C0RDOVA�95670 FAX (9161631 8225 TELEPHONE (9161 631 7811 January 15, 1998 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek industries, Inc. Trusses are 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 chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss -applications with greater than 3/12 . pitch. If you Chief I Western any questions, please contact me at 800-772-53 51. E111 ljouRi 13y' fCOIJ SING Dep IV TYP P AR7-MEFN V �,= 11 MOSS LUMBER TRUSS DEPTH 2X BLOGKING N( W/ CONT. LAT. f 2X BLOGKING W, 4 8d TO DBL. Ti DBL TDP PLATE 2X DBL TOP PLATES. n n / = /_ 1 ICCTIA 1/ 17Cn "I A A If'- 2X r PROVIDE 2X4 DF LATERAL BRAGING " ' BLOCK BOTTOM EVERY 16"-0', iNv 1 r: BRAGING TO PREVENT ROTATION LATERAL MOVEMENT IN AGGORDANGE W/ UBG SEG. 2326.12.8 NOT TO BE USED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFER LATERAL BRACING DETAIL PREMANUFAGTURED TRUSSES W 24' D.G. BEARING WALL 2X 5TUD5 o 16' O.G. TYP. U. N. 0. RESIDENTIAL PLAN CHECKING GUIDE MNULk- tAMILY, DUPLEX AND NUSCELLANEOUS ONLY OWNER: f�0��,/a�„ BUILDINGPERMITNUMBEIL PLAN CHECKER: _o�S /' a/ AP.NUMBER: ' % - �44 -0'57 XMIM AT iV Zoning requirements: (side yards and number of permitted living units). Valuation. : Plans signed by designer. Proper description of work on application Existing violations on property. ! Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete pawl size and dimensions. .L_ Setbacks, side yards, easements, etc. - Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form) Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). 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. Location of water heaters eating d cooling equipment, other electrical or gas equipment. Garage firewall, door size-aid—closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DET TT.S• Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 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. 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. Fireplace construction details and cale. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 MISCEL-LAWFOUS EMM TO LDOX OUT FOR ♦ Stairway details: landings, rise and mn, head clearance, hoodrails (Section 1006). Guardrail details (Section 509). _.. Brick or stone veneer (Section 1403),, -Exterior plaster -weep aw8%Pw% s (Section 2506). t Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard)♦ r ` Foam insulation - protection. , 36" halls and stairways. _ Living area over garage - complete 1-hour`separation roodred on sup garage side including porting walls and posts. Two exits on three - story dwellings (Section 1003). q. UnderIIoor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). _ Combustion air for furl burning appliances - L.P.G. requirements. oise requirements on duplexes. ' Energy design. Flashing at all exterior openings. C.D.F. responsible anew requirements. �l• ` It .eta y.. July 1996 3.3 ill ,.. CERTIFICATE OF COMPLIANCE: RESIDENTIAL i , Page 1 CFJ1R Project Title.......... Deadmond Spec. House Date........ 01/27/99 t Add T 1'D Projec ress........ u iyani i rve Chico *v4.50* Vq- 0033 Documentation Author... Marty Runnells ******* Buildang Permit .Energy Calculation Services a o? 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 _ Field Check/ Date Climate Zone...-....... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence GENERAL INFORMATION Conditioned Floor Area..... 2365 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 12.6 0 of floor area Average Glazing U -value.... 0.79 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 FRONT, KNEE WALL TO GARAGE LEFT/SIDING, SIDING Wall Wood R-13 R-4 R-17 0.063 FRONT -RIGHT, LEFT BACK, BACK -RIGHT RIGHT Door n/a R-0 R-n/a R-0 0.330 TO GARAGE SlabEdge n/a R-0 R-n/a R-0 0.900 TO EXTERIOR SlabEdge n/a R-0 R-n/a R-0 0.720 TO EXTERIOR SlabEdge n/a R-0 R-n/a R-0 0.550 TO GARAGE SlabEdge n/a R-0 R-n/a R-0 0.500 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (N) 90.0 0.870 2 Drapes.Std None ,Yes Meta.lDiv. Door Front (N) 20.0 0.550 2 Drapes.Std None Yes Glz<50o Door Left (E) 40.0 0.550 2 Drapes.Std None Yes Wood Window Back (S) 110.0 0.870 2 Drapes.Std None Yes Metal Door Back (S) 17.0 0.550 2 Drapes.Std None Yes Wood Window Right (W) 15.0 0.870 2 Drapes.Std None None Metal Window Right (W) 7.0 0.870 2 Drapes.Std N ��A�� Yrrrgpppes Metal �++++ A CERTIFICATE OF COMPLIANCE: RESIDENTIAL , L Page 2 CF -1R Project Title.......... Deadmond Spec. House Date........ 01/27/99 -MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence THERMAL MASS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .56 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value M Area Thickness - Type - 'Exposed (sf) (in) Location/Comments S1abOnGrade Yes 273 4.0 KIT./BATHES/ENTRY SlabOnGrade No 2092 4.0 TYPICAL InteriorVert Yes 63 1.0 SHOWER ENCLOSURE HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.800 AFUE Attic R-4.2 Setback ACSplit 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Tank Type Storage Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 .56 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value M CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Deadmond Spec. House Date........ 01/27/99 MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... G.W. Deadmond Name.... Marty Runnells Company.- Owner Company. Energy Calculation Services Address. 4065 Hidden Valley Road Address. 1907 Mangrove Avenue, Suite D Hidden Valley, CA 95965 Chico, CA 95926 Phone... (530) 345-9917 Phone... 916-894-8466 License. Signed.. Signed..,�01� f% (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Deadmond Spec. House Date........ 01/27/99 Prot Add Tul' ' D �ec ress........ iyani rive Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit # Energy'Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 _ 916-894-8466 Field Check/ Date Climate Zone.. -....... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. y/q 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. WA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. A 150(e): Installation of Fireplaces, Decorative Gas Appliances _� and' gas logs_ 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. `� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Deadmond Spec. House Date........ 01/27/99 MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES •Design Enforce- .. er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Deadmond Spec. House Date........ 01/27/99 Pro'ect AA drT 1' ******* ess........ u iyani Drive Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check Date Climate Zone...=....... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.06 14.68 0.38 Space Cooling.......... 11.11 8.79 2.32 Water Heating.......... 10.77 11.06 -0.29 Total 36.94 34.53 2.41 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data'Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Floor Area Zone Type (sf) HOUSE Residence 2365 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Slab On Grade 1 19568 cf 2365 sf 2365 sf 2365 sf 12.6 0 of floor area 0.79 Btu/hr-sf-F 8.3 ft BUILDING ZONE INFORMATION # of — Vent Special Volume Dwell Cond- Thermostat Height Vent Area (cf) Units itioned Type (ft) (sf) 2365 19568 1.00 Yes Setback 2.0 n/a R"Ni % Irl T iro%'- .. n.a ^'W iu'-_- �-.+u..-r.. aG'' ._ it' , t -E g' -t .'tti - '. -:D: ?s , _ • r-. _ 4 *.. - .... t ....., .,» COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Deadmond Spec. House Date........ 01/27/99 MICROPAS4 v4.50 File -990135 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence OPAQUE SURFACES =Area U- Insul Act Solar Form 3- Location/ Surface - (sf). value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 298 0.088 13 0 90 Yes None FRONT 2 Wall 24 0.063 17 315 90 Yes WALL.R13.R4 FRONT -RIGHT 3 Wall 18 0.088 13 0 90 Yes None KNEE WALL 4 Wall 124 0.088 13 0 90 No None TO GARAGE 5 Wall 96 -0.063 17 90 90 Yes WALL.R13.R4 LEFT 6 Wall 19 0.088 13 90 90 Yes None KNEE WALL 7 Wall 175 0.088 13 90 90 No None TO GARAGE 8 Wall 168 0.088 13 90 90 Yes None LEFT/SIDING 9 Door 17 0.330 0 90 90 No None TO GARAGE 10 Wall 421 0.063 17 180 90 Yes WALL.R13.R4 BACK 11 Wall 24 0.063 17 225 90 Yes WALL.R13.R4 BACK -RIGHT 12 Wall 442 0.063 17 270 90 Yes WALL.R13.R4 RIGHT 13 Wall 19 0.088 13 270 90 Yes None KNEE WALL 14 Wall 16 0.088 13 270 .90 Yes None SIDING 19 Roof 1879 0.031 30 n/a 0 Yes None TO ATTIC 20 Roof 512 0.031 30 0 19 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 15 SlabEdge 21 0.900 R-0 No TO EXTERIOR 16 SlabEdge 212 0.720 R-0 No TO EXTERIOR 17 SlabEdge 9 0.550 R-0 No TO GARAGE 18 SlabEdge 22 0.500 R-0 No TO GARAGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 30.0 2 MetalDiv Slider 0.870 0 90 0.88 0.78 Drapes.Std 2 Window 30.0 2 MetalDiv Slider 0.870 0 90 0.88 0.78 Drapes.Std 3 Door 20.0 2 Glz<50o Hinged 0.550 0 90 0.88 0.78 Drapes.Std 4 Window 30.0 2 MetalDiv Slider 0.870 0 90 0.88 0.78 Drapes.Std -,,...Hinged._ 0_. 550 90 ..90.._.0,. 88. -0.78 - Drapes. S.td-,::.-. 6 Window 14.0 2 Metal Slider 0.870 180 90 0.88-0.78 Drapes.Std 7 Window 30.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std 8 Door 17.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 9 Window 30.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std 10 Window 30.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std 11 Window 6.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std 12 Window 15.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std 13 Window 3.0 2 Metal Slider 0.870 270 90.0.88.0.78 Drapes.Std 14 Window 4.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Deadmond Spec. House Date........ 01/27/99 MICROPAS4 v4.50 File -99013S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence OVERHANGS AND SIDE FINS THERMAL MASS Area Thick Heat Conduct- Surface Window- Mass Type Overhang (in) Cap ivity R -value Left Fin HOUSE Right Fin - Ar -ea 273 4.0 28.0 0.98 R-0.0 KIT./BATHES/ENTRY Left Rght 4.0 28.0 0.98 R-2.0 TYPICAL 3 InteriorVert 63 1.0 Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 ACSplit 1 Window 30.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 30.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 20.0 6.67 n/a 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 30.0 5 n/a 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 40.0 6.67 n/a- 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.0 3.5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 30.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 17.0 6.67 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 30.0 5 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 6.0 2 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 3.0 1 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 4.0 2 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Tank Type 1 Storage Heater Type Gas Number Tank in Energy Size Distribution Type System Factor (gal) Standard 1 .56- 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 273 4.0 28.0 0.98 R-0.0 KIT./BATHES/ENTRY 2 S1abOnGrade 2092 4.0 28.0 0.98 R-2.0 TYPICAL 3 InteriorVert 63 1.0 24.0 0.67 R-0.0 SHOWER ENCLOSURE HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Tank Type 1 Storage Heater Type Gas Number Tank in Energy Size Distribution Type System Factor (gal) Standard 1 .56- 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-0 CONSTRUCTION ASSEMBLY Page 1 3R ProjectTitle.......... Deadmond Spec. House Date........ 01/27/99 MICROPAS4 x4.50 File -99013S Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 16oc LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM. EX 1. STUCCO.0.88 2. R 4.0 RIGID 3c. BATT.R13 3f. FIR.2X4 4. GYP.0.50 I. FILM.IN.WLL Exterior air film: winter value 0.875 in stucco R-4.0 Insulated Sheathing R-13 batt insul (cavity = 3.5 in) 2x4 fir 0.50 in gypsum or plaster board Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing 0.17 0.17 0.17 0.17 4.00 4.00 13.00 -- -- 3.46 0.45 0.45 0.68 2 ! � .+.i ... , e-... _ ......: � 3 y Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 16oc LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM. EX 1. STUCCO.0.88 2. R 4.0 RIGID 3c. BATT.R13 3f. FIR.2X4 4. GYP.0.50 I. FILM.IN.WLL Exterior air film: winter value 0.875 in stucco R-4.0 Insulated Sheathing R-13 batt insul (cavity = 3.5 in) 2x4 fir 0.50 in gypsum or plaster board Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing 0.17 0.17 0.17 0.17 4.00 4.00 13.00 -- -- 3.46 0.45 0.45 0.68 0.68 Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu ...�: �n .�,.0 ;i•N.' �- .., s3...,:9 r,.rrcx.� __ ;n -5q: v„ .. M- =i.i�•i..,.� . r .,. .. .. ........... a. � t:.. wd,• . 'i}.:i.•.;� . , ti ,•a ! � .+.i ... , e-... _ ......: � HVAC SIZING Page 1 HVAC Project Title.......... Deadmond Spec. House Date........ 01/27/99 Pro'ect Address T 1'' D u ******* ........ iyani rive Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy'Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 _ 916-894-8466 Field Check/ Date Climate Zone.. -....... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99013S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2365 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude. .................. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2365 sf 19568 cf Front Facing 0 deg CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY (N) Sensible Load .................... 43798 25277 Latent Load ...................... n/a 5055 Minimum Total Load 43798 30332 Note: The loads shown are only one of the criteria affecting the selection of~' HVAC""•equipment=: z:'.i�Otlier- • relevant, -design- factors-such •- a.s ria s: flew;,., ,_...,.. requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 17316 6131 Glazing Conduction ............... 10126 5652 Glazing Solar .................... n/a 4804 Infiltration ..................... 12374 4066 Internal Gain .................... n/a 2325 Ducts ............................ 3982 2298 Sensible Load .................... 43798 25277 Latent Load ...................... n/a 5055 Minimum Total Load 43798 30332 Note: The loads shown are only one of the criteria affecting the selection of~' HVAC""•equipment=: z:'.i�Otlier- • relevant, -design- factors-such •- a.s ria s: flew;,., ,_...,.. requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. IL/ LAND DEVELOPMENT • OROVILLE / CHICO 99-0033 BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE • Building Permit No. NAMEOWNERS BUTCH DEADMAN NUMBER 047-44-0-058 PRINT LAST NAME FIRST ADDRESS I LOCATIO COUNTY ZONING t FLOOD MAP: FLOOD ZONE: DESIGNATION: / APPROVED: CONDITIONALLY APPROVED: !/ RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V 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 I COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF.RECORDING:ZT/ � 0 LOT- -14 BOOK 1 3n PAGE e2- i 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. X4. 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. )<7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. "0 —8. Connect to a public water supply. . „I. —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. 1. 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. X21. tf`t ZS /vN! '1- See reyC 3 PE: Abre-�Itltma _ firs 3- 50 �=oONOA-I0S. 5) geE In4ESI GNg!w A ? IC., E 23. 24. 25. 26. 'Ala IWIAId0nna ONr 3.UnS 10 AIN665 66619 0 N d f a3AI3338 LD 6/98 FORMS\BLDG PERMIT CLEARANCE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541— jRMIT No. (Rev. 12/96) APPLICATION AND PERMIT - 1�, /cb ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4069 HIDDEN VALLEY ROAD PARADISE CONTRACTOR'S NAME TINKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1 OR $ 414-25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 42915 T111 CHIM Energy Plan Checking Fee $ -1Y -ANI 7 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [I Describe Work: IST RENEWAL/99-0033 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoov OR LEss 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. S° OR ADDNS. a ACC. BLnS. 3.5QFT: No...IDONS ' MULTI-OLRLET 97.50 PowEA APPARATUS a P3 LE OUn.ET CR. ®I OLrttoR ForrvREs .00 Ex. OCCU � aAL ® .50 LNS Ex. Occup. ovr>Frs q D.°Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ 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 of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 434.25 HAZ D FEES IMP I FLOOD COF PARCEL Po I HIS I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 2/24/01 0a to) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 24 -Feb -1999 1999-0007865 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION APN 047-440-058-000 Date: 2/11/99 PROPERTY OWNERS: C% GERALD DEADMOND State of California ) County of BUTTE ) On 2/11/99 before me, DEE PALMER, NOTARY PUBLIC personally appeared GERALD DEADMOND personally known to we (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 we that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/thein signatm'e(s) on the instrumentrson(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my lQnd and officials °"`°'•'��^ DEE PALMER T- LD. - Comm. #1185035 _ NOTARY PUBLIC CALIFORNIA Q Signature �],F BUTTE COUNTY —► My Comm. Expires June 22, 2002 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT CALIFORNIA, COUNTY OF BUTTE, AND IS PARCEL I -A: ORDER NO. BU -171366 DP IS SITUATED IN THE STATE OF DESCRIBED AS FOLLOWS: LOT 14, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION!', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE (S).82, 83 AND 84. PARCEL I-B: AN EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF AN 'ENTRY SIGN FOR A RESIDENTIAL SUBDIVISION TOGETHER WITH ALL RIGHTS APPURTENANT THERETO FOR LANDSCAPING, LANDSCAPE IRRIGATION AND LIGHTING, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: - ALL THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RECORD OF SURVEY FOR CHARLES AND DORIS TURNQUIST", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 120 OF MAPS, AT PAGE(S) 50, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 04' 44" WEST ALONG THE WESTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 30.00 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 89 DEG. 33' 00" EAST, A DISTANCE OF 169.91 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE ALONG SAID CURVE HAVINGA RADIUS OF 20.00 FEET, THROUGHA CENTRAL ANGLE OF 90 DEG. 31' 4411, AN ARC LENGTH OF 31.60 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GARNER LANE, SAID POINT HAVING A TANGENT BEARING OF SOUTH 00 DEG. 04' 44" WEST; THENCE LEAVING SAID RIGHT_ OF WAY TINE, NORTH 89 DEG. 55' 16" WEST, A DISTANCE OF 10-00- FEET TO A POINT ON A CURE TO THE LEFT HAVING A TANGENT BEARING OF NORTH 00 DEG. 04' 44" EAST; THENCE ALONG SAID CURVE HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 90 DEG. 31' 4411, AN ARC LENGTH OF 15.80 FEET TO A. POINT HAVING A TANGENT BEARING OF SOUTH 89 DEG. 33' 00" WEST; THENCE NORTH 00 DEG. 27'.00" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL I -C• AN. EASEMENT FOR STORM DRAINAGE FACILITIES OVER LOT 11, KNOWN AS PARCEL "C", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82, 83 AND 84. CONTINUED ORDER NO. BU -171366 DP DESCRIPTION - CONTINUED PARCEL I -D- AN EASEMENT FOR FIRE PROTECTION WELL AND APPURTENANCES OVER LOT 18, KNOWN AS PARCEL "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82, 83 AND 84. PARCEL -11-A: LOT 18, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 10, 1994, IN BOOK 130 OF MAPS, AT PAGE(S) 82, 83 AND 84. RESERVING FROM LOT 18, AN EASEMENT FOR FIRE PROTECTION, WELL AND APPURTENANCES KNOWN AS PARCEL "B." AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MARCH 7, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-09891, AMENDMENT RECORDED MARCH 14, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-08010, 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. PARCEL II -B• AN EASEMENT FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF AN ENTRY SIGN FOR A RESIDENTIAL SUBDIVISION TOGETHER WITH ALL RIGHTS APPURTENANT THERETO FOR LANDSCAPING, LANDSCAPE IRRIGATION AND LIGHTING, SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ALL THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RECORD OF SURVEY FOR CHARLES AND DORIS TURNQUIST", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 120 OF MAPS, AT PAGE (S ) 50, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE SOUTH 00 DEG. 04' 44" WEST ALONG THE WESTERLY LINE OF SAID PARCEL 1, A DISTANCE OF 30.00 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 89 DEG. 33' 00" EAST, A DISTANCE OF 169.91 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT ALSO BEING THE TRUE POINT OF BEGINNING; CONTINUED l i ORDER NO. BU -171366 DP DESCRIPTION- CONTINUED PARCEL II -B - CONTINUED THENCE ALONG SAID CURVE HAVING A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90 DEG- 31' 44", AN ARC LENGTH OF 31.60 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GARNER LANE, SAID POINT HAVING A TANGENT BEARING OF SOUTH 00 DEG. 04' 44" WEST; THENCE LEAVING SAID RIGHT OF WAY LINE, NORTH 89 DEG. 55' 16" WEST, A DISTANCE OF 10.00 FEET TO A POINT ON A CURE TO THE LEFT HAVING A TANGENT BEARING OF NORTH 00 DEG.. 04' 44" EAST; THENCE ALONG SAID CURVE HAVING A RADIUS OF 10.00 FEET, THROUGH A CENTRAL ANGLE OF 90 DEG- 31' 44", AN ARC LENGTH. OF 15.80 FEET TO A POINT HAVING A TANGENT BEARING OF SOUTH 89 DEG. 331 00" WEST; THENCE NORTH 00 DEG. 27' 00" WEST, A DISTANCE OF 10.00 FEET TO THE TRUE BEGINNING. POINT OF PARCEL II -C: AN EASEMENT FOR STORM DRAINAGE FACILITIES OVER LOT 11, KNOWN AS PARCEL "C", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ISHI VALLEY ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY .10, 1994, IN BOOK 130 OF MAPS,.' PAGE (S) 82, 83 AND 84. C... �. J�' ". !R ,., ? �.. .. �.., �.ai"a,. "S ,- ;!^t a .� ..x. .. ,,. ,. . .5�t,r _.,v �.. ._@,P.tr , _t r. ':3cv .�.. ,.Y,'s°�.4 r _ ,�„` wu. ,. �,:.� s ,,. .�.,, y .� •�, , .. ti.> . .. ,. _ ,. „_ - ItliJ ieo,'�i'tl ylbly. _ _ n q c a 5 3 "t 9s , ... iy , n i s. v , , e , , r , I �I ,�,..,8�ki Ml " W.. M j y l � P / l.n > � p 11 n K T11 D .G. G 5 'L' b �5 AP 6015-6 REV. 6-71 (2M) i ..i a =717177'77 � 11 tFF - yyLr.. Ga C�j V =717177'77 � 11 L �� AP 8015-8 REV. 5-71 (2M)