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HomeMy WebLinkAbout069-580-007069-58-0-007 00-0892 MALAMAR CONSTRUCTION HERCULES, OROVILLE f; 'Iq I NEW SINGLE FAMILY P, a9 •otn� 069-580-007 00-2650 MALAMAR I 1 HERCULES, OROVILLE CONTR: OWNER DECK ( OPEN) 16X12=192 (C ;1. e C NOTES RESIDENTIAL PERMIT NO. l" 069-580-007 00-2650 f_ MALAMAR. 1.1 HERCULES, OROVILLE 'CONTR: OWNER DECK ( OPEN) 16X 12= l 92 4. • ti SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS = SUB -STANDARD HOUSING LETTER FILE ` l6 I0/ 00-7 JOB FINALE& ;(Date) Signature 1 V= OK ' 0 = Nat OK Not Applicable = Not Ready MOBILE HOMES, Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /' Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 M V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blackouts -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. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes I] 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. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Inslld./Drive :1 Yes 0 No/Walks J Yes J No/Planters 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: J h' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 `PERMIT NO. (Rev. 12/961 APPLICATIONAND PERMIT ASSESSOR PARCEL NUMBER 069-580-007 ZONING BUILDING PERMIT OWNER WJAMM ON TELEPHONE SQ. FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS " P.O. BOX 1001 OWATONNA M 55060 192 0 1344.00 CONTRACTOij'S, ME_ TELEPHONE �. CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1344.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee JL $ 20.00 Permit Fee L'" $ 23.0Q ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 21.45 BUILDING ADDRESS 11 HERCULES. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 74.45 LAT 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 ❑ OtheP Describe Work: DECK (O 04) 16 X 12"192 vJ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 vLE Main Service .OA 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: [,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. DWELLINGOCCUP. SO OR ADDNS. ( a ACC. ff. 3.5¢FT: N"� R610 ' MULTI -OUTLET @7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL 0 "00 Ex. Occup. OUTLETS11M.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring LE !!� PERMIT FEE $ 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 (T .,h above sections need not be completed if the permit is for work of a valuation " f one hundred dollars ($100) or less.) 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 theA workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ;{{� / X _ of I d a /-lltit t j Data / ° / ��'� Signature of Applicant - ❑ Owner ❑ Contractor (,Agent An OSHA permit is required for excavations over 60" deep and demolition or construction1 of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Doc . CONSTTYPE �4.4� TOTAL FEE $ :HA -Z.. o. FEES X P X o `DF ca H �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. U�� ! By /�' ( Date / PERMIT EXPIRES ON %%yf Date Receipt No. �1J007�1r`�14.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMI O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 059-530-007 ZONING BUILDING PERMIT OWNER �2 CONSTRUCTIONSO. TELEPHONE FT. OCC. BUILDING VALUATION . OWNERS "UNG ADDRESS PO.BOX 1001, OWATONNA, W, 55060 192 0 1344.00 CONTRACTORSNAMETELEPHONE OWNED\ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 1344.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 21.45 BUILDING ADDRESS 7.1 I�RCUT FS ORO ILL E Energy Plan Checking Fee $ $ PERMIT FEE $ 74.45 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling 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 p[ )Remodel ❑ Utilities ❑ Installation ❑ Otheo Describe Work: DECK (OPEN) 16 X 12=192 V(/ Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00 _ 800V OR LESS Main Service 200A 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 hereb affirm under penalty of perjury that I am exempt from the Contractors License Law Kr 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. ❑ 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNs. a ACC. S. s0 3.5QFT; T. IN.,ON.RESID. MULTI.OUTLEr 97,50 APPARATUS POWERLE 0 IT. CIR. a SING Ex. Occup. OUTLET OR FIXTURES 20 (9 1.00 BA o .w Ex. Occu . DUTIEiSR�D.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Polis umber (T a above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with those provisions. X f�/�,� Ay-, t, Dat ° 2� 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 1 $ Energy Inspection Fee $ occ CONST. TYPE 74.45 TOTAL FEE $ :HAZ. D. FEES IMP XX FLOOD COF X PARCEL X PD X HD X ISSUE X This permit Is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. gy ��}II Dat �V f o eta Receipt No. 30889-4 /$74.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATION AND PERMIT AsaeaaoRPARcaNUMeEn I0e 17 7 J�CJ zOmNAQ (z, f BUILDING PERMIT ow ex TELEPHONE SO. FT. OCC. BUILDING VALUATION owNERs MAILING ADOResa CONTRACTOR'S NAME � e TELEPHONE CONTRACTORS MALLNO AD . CONSTRUCTION LENDER LENDER'S hWUNG'ADOMS -- Fireplace Total Valuation b ARCHRECTOR ENDINEER LICENSE NO. Filing Fee b 20.00 ARCW ECT OR ENGINEERS 1AWNO ADDRESS Permit Fee b ,Q Plan Checking Fee b SULDMADDRESS � Energy Plan Checking Fee $ b PERMIT FEE _ � LOT No. SLIeDNBIONB NAME' PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each rap 7.00 USEOFSTRUCTURE Solar or t pump water heater 23.00 SF Duplex ❑ Mobilshome ❑ Other Water i in 15.00 SPEC" Each as venter he Or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 Ou 15.00 New ❑ • Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Building sewer 15.00 Mobile Home S G W 20.00 Describe Work: //�. X Z L ��." ' PERMIT FEE b ELECTRICAL PERMIT Filing Fee 20.00 'n Service z�oo�iL ocRR mss 23.00 ' Main Srvice 20" TO 1000A 48.00 NEER CONST. DwEura OCCUP. OR ADONS. i ACC. BLDS. 3.50so. NtW ONS MULTFOUTLET NOP&RESID. Q7.5O -S PAAATUa 8 WOLE O OR. EX. OCCU OUTLET OR 20 ®I.Oo eAl .so EX. OCcu un o �Ew 5.00 —Temporary Service 00 Mobile Home Facilities 20.0 Misc. Wiring 23.00 PERMIT FEE b *PERMIT FEE PAID $ i --MECHANICAL PERMIT Fling Fee 20.00 R Heating SRA - - $ Cooling SHERIFF $ Hood 6.50 ventilation OTHER $ $ PERMIT FEt: b Mobile Home Installation Fee b $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ AMOUNT RECEIVED $ `%4 �J� HAL °' � "°° CDF PAR °° w This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NUMBER 5 LOSS % Indicated above for which fees have been paid. * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON ro COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D VISION' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: �G��� �/� ASSESSOR PARCEL NUMBER: Proposed Building Use: ��jlJ/��,� Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit proce singAnd/or issuance: N Date Received By ❑ 1. All iiems have been submitted --------------------------------------------------------------------------------------- *2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ I V V— ✓ . 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! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------:------------ ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9,/Manufactured Home data and installation instructions including Tie Down Specifications. ------------------ 10. Fees of $1741 4S ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ;14. 1 Flood elevation certificate. ------- Sanitation and plot plan approval ❑ 15. City of Chico plumbing permit. - Health Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit 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). ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------- 024. Letter of signature authorization. ---------- ----------------------------------------- 0 25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------- ❑ 26. Letter of intent on building use. ------------------------------------------------------. ❑27. Manufactured Home utility clearance.----------------------------------------------- 028--Existing violations and/or expired permits. ---------------------------------------------------------------------- 9. ❑433 t De , ❑ M.H. Title, C3 Check to H.C.D $--------------- 3 0. Other: you issue the ermit, ro 11/cess as follows Mail to owner, ail to cc actor. ;�e/h elephone .O �� l�J� and hold for pickup at LDr!��i� office. ❑ Deliver with inspector. Applicant: Date: 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: i. 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, ❑ 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 Divi ion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ,Gl!�% Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. NOTES RESIDENTIAL PERMIT NO..' 069-58-0-007 00-0392 MALAMAR CONSTRUCTION �� ►1/ { If HERCULES, OROVILLE NEW SINGLE PAIAILY , A SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY N. '`— GAe I Meter By O Date __I:A I tile ELECTRIC I Meter By Date JOB FINALED (Date) r , ' Signature rA IF ,/ = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES = Not Ready 4. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ' 2. Soils; Special MH Support Sketch - 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ` 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line ^ 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/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, COVE , CARPORTS GARAGES (Plans) OK except #'s ClOo�Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size- Dept h-Spacing-Con nectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date '? J 6 Card B-1 Date Card B•1 Date I Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks- Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable RESIDENTIAL = Not Ready Date )Aderfloor (Plans) OK except #'s Z tng-Setbacks-Eas Flood -Slope F ., Main; Soils - EI . G -/� /" Ftg. Depth La"Ftg., Garage; Soils-Steel-Ele . Grn . / 7,>/- Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel -Blackouts -Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test (JY—Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground og 1 Ple mt; & ucts; Cle rance-Mat rial-S 0r7 1 irde i -An r Bol rJ is -Vent Cri es' (� l 15. Access & Ventilation 16. Insulation Date $ QD Card B-1 Date Card B-1 Date „ Card B-1 Date Card B-1 Date" _,PLUMBING (Permit) OK except #'s 66. er Htr.; Vent -Access -Combustion Air Baffle 8. Water Pipe; T & Anchor -Nail Protection W.V , L ittings & Anchor -Na &rotection 20. Shower an; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date g.LMTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection EI Receptacles Spacing -Lights & Switches at Doors Lel—Size Boxes & No. of Conductors Stapled R ex Installed Close to Edge of Studs & C.J. q ip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI u eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes 3ereiee Roer Conductors Ground Main Disconne ip. Clearances Panels -Motors- ec quip. C thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MFXHANICAL (Permit) OK except #'s AS. Ducts Insulation & Support be'vent Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Pr per Materials & Anchors 4 tuds-Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) r Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing (Single & Duplex) Date _ FRAMING (Continued) !Hangers -Post Caps -Anchors -Connectors J -Q /Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Ring. 0_Firept= i%s o Type A Flue -Fireplace Throat Clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing < Property Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits $& SgWrs;-Width-Headroom- Rise- Run -Landing -Fire Protection 4155- Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. '¢r 6,6 tear Walls; Nailing -Bolts 60i Brace Interior/Exterior Wall Panels n Infiltration -Walls -Windows Date Q b 6 Card 13-1 Date ?� 6b Card B-1 Dates ✓ �� Car_ B-1 fj� Date Card B-1 Date FI L (Plans) OK except #'s Smoke Detector Furnace Vents -clearance -Comb, Air-Connector- I_rage; Above Floor-Ducts-Mech. Protection Bodfd6m Exiting CyFI. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels -)L-69. Stairs & Rails b45'_Rrq.pJace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. it ixt. & Appliance; Ground -Air Gap -Cooking Clearance ir�Ejaa,ebtlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure Z5. A_C.-Bacrtn-Garage-Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 8 ec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic _J�e0. 5i ar Rails & Deck Construction -Post Caps�_ L Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following 14/Drive ❑ Yes ❑ o/W. Iks 0 Yes No/Planters 0 Yes :1 No tucco r sh and 84"A_.Unit Disconnect, EI ctrical-Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 88 isconnect, Electrical, Plumbing L!?--E_xterior Elec. Trim, G.F.I. Receptacle -Underground L88-Ve ' ation Throughout House Glass Protection 90. Co tions from Previous Inspections Test -Meters Tagged, Gas -Electric W ter & Sewer Connected -C/O to Grade -HD Approval Ene y Compliance Certificate -Other Certificates dress Posted Dat OD Card B-1 Date Card B-1 Date i0(! Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ry- '0�1 COUNTY'OF°BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E,R� rP ISO. (Rev. 12/96) l APPLICATION AND PERMIT - Vol�r% ASSESSOR PARCEL NUMBER ria-eis_n- n ZONING BUILDING PERMIT t AP -1, ,OWNER MALAMAR CONSTRUCTION 5 TELEPHONE 7--455-0442 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 1001 OWATONNA. MN 55060 1210 o2 r,26 n S6 r 729700 CONTRACTOR'S NAME OWNER TELEPHONE 7S Ti � SQ() nn CONTRACTORS MAILING ADDRESS P.O. BOX 1001 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is 10f,144.00 ARCHITECT OR ENGINEER MICHAEL ?GOONEY LICENSE NO. - Filing Fee $ 20.00 Permit Fee $ 66?.. ' r ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ • ti BUILDING ADDRESS23 11 TxEF 1 FS t OV T.T.R Energy Plan Checking Fee $ � �� , ri r $ PERMIT FEE $ "44-38 LOT NO. n 7 SUBDIVISIONS NAME LAKERIDGE VILLAGE •.,. PARCEL MAP , PLUMBING PERMIT Filing Fee 20.00 s USEOFSTRUCTURE F SF O'; Duplex ❑ Mobilehome ❑ Other k SPECIFY *`s''G Each Trap 1UJ 7.00 U.00 Solar or heat pump water heater 23.00 Water piping 15.00 1D -VV Each gas water heater or vent 15.00 5 • 00 TYPE OF WORK1 tt`' New Di Addition ❑ Remodel 13 Utilities 13 Installation ❑ Other ❑ e Describe Work: ;dEti SINGLE FAMILY 3 BEDROOM � Gas piping system 1 - 5 outlets 15.00 1 . UU Buildingsewer 15.00 t? Mobile Home S G WI. @20.00 k_a PERMIT FEE $ lain fin 'ELECTRICAL PERMIT Filing Fee 20.00v _ ya OR Main Service Ao.. 23.00 LICENSED CONTRACTOR'S DECLARATION r A, 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 Professlons Code, ' and my license is in full force and effect. _. License Class Lic. No. , OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: V 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 Mein Service Zoog To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. a ACC. IUCS SO ' �j 3.5,s NDµAESID. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 @ 1.00 BAS @ .so Ex. Occu .OF EEDTS A.,oRR. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 129.59 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I ❑ 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 MECHANICAL PERMIT Fling Fee 20.00 Heating _ 1) AI, apt Wft Cooling a rix, 1 1 . 10 Hood 6.50 b• : Ventilation 1 qn . , 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.) %'I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 11 2�� //�� fI�•-, , '/ /-r, X, i�TA . /�7iC 4 Date �j.� 7/� v Signature of Applicant - Y..wIer ❑ 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 $ O00 occ CONST. TOTAL FEE $ 1541.47 FEES IMPD c F PARCEL PD� 1 7 SUE , This permit is hereby issued under of the Butte County Code and/or indicated above forFwhich fees have /r f _ By ^' PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date / y 7/�7 /O% Date 4 l"v1YW yi Receipt No. 4U,gC �✓Gc3• Y✓ —7 ► WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR G¢LDENROD-APPLICANT I ��'�'3`,yF'��:-•` 4 .. ., -.. ..- _,.--- *�-a�w...a...aa.'c� a-�c�.'�a.'�lgi�t"Y. YL COUNTY OF BUTTE BUILDING DIVISION E ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ER n 6 92 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. yf you have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. Date /, q Inspector REV 10/9 / COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES e 411 Main Street • Chico, CA • (530) 891-2751 7 Count Center Drive • Oroville, CA • 530 538-7541 Y ( ) CORRECTION NOTICE s OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the k 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. .I o L, O,,- ro e ✓ civ : S i G .a -r 1 1 Date / O Inspector REV 10/92 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 r,. CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please 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. .r 6� w. , Date IS&Z /00 Inspector 2 /w� REV 1.0/192 6� w. , Date IS&Z /00 Inspector 2 /w� REV 1.0/192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .r 411 Main Street • Chico, CA • (530) 891-2751 !_ 7 County Center Drive • Oroville, CA • (530) 538-7541 r 7. CORRECTION NOTICE 4a a� CSU--rJc�- '' 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 R completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t - 4'J _ lz Z I'A 3 e COUNTY OF BUTTE BUILDING DIVISION =' DEPARTMENT OF DEVELOPMENT SERVICES F: 411 Main Street *Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -007 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the n' 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 imrpediately. Date Inspecto REV 19 92 COUNTY OF BUTTE "--BUILDING DIVISION i `DEPAR ENT OF DEVELOPMENT SERVICES Cs t f' 411 Main Street • Chico, CA • (530) 891-2751 R" 7 County Center Drive • Oroville, CA • (530) 538-7541- CORRECTION 38-7541CORRECTION NOTICE WNER 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 compI ted. If you have any questions pertaining to this matter, or need additional explanation, - plea a contact this office immediately. i /x0 r - —4- - 6 av j, L2 41 1:01 to r ILI :Date. J 2 Inspector t - ` - REV 10 2 � � r 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 -12— 1-4- ,co,44Al R17 OMETi PERMIT NO. L!'--: 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 j REV 1 B A- 41 CW Z�LA-AL- O B.I.N. REQUEST FO INSPEITION Permit No. 66 - Location: -i A A - -, tl ", .� , _ i n caner. Complaint: Contractor orTenant: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - Form Frame/Underfloor Stucco Lath Stucco Brown Rough p Ga5pin st o gh 7.6-1h r�. Service rvlce erground Corrections Final INSPECTION Housing Job Status Permit Renewal Fireplace Bond Beam Insulation Nailing Corrections Final Corrections \ Final W Circu' Light NichER Corre ions Fin I Verity Utilities READY FOR A.M. INSPEC.ON SCJ P.M, Date: Time: Note: CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT w ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 i 09 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 \V ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 rr I��� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 (DD DATE INSULATION COMPLETED CEILINGS •�• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT INSTALLED THICKNESS I11 IIu i��' � '1 1 °I 6+ KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI REIN LATI N CO RACT TITLE DATE hmt-) MANAGER lof�Fcr) SIGNATUR - NERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY 11 MICHAEL MOONEY CAVIL ENGINEER r RCE 20647: t 5 A MaDRONE AYF. OROviLLE, CA 95966 (916) 533-2131 Butte County August 15, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 �4��e:Apn 069-580-0 Permit # 00-0892 This is to prop a solutionfor holddowns at over height stem walls. I propose to use Simpson CMSTStrap spliced over hold down strap. CMST strap should extend at least 'i8" along double studs (required), and lap over strap hold down at last 18". Hole pattern is same for straps allowing this configuration. The maximum allowable force frpr the CMST strap is 9640 lbs. for the 12 ga. strap, and 6795 lbs. for. the 14 ga. strap. Either strap is allowed. These forces are greatly ,n excess of the design forces. Thank you for your considerat•i.on.' vQKOFESQ1, Yours,�PEL A4 F cD G� <Ar Michael Mom CIVIL MY license. C� 0-01� ��t� MICHAEL MOONE Y 5AM,DRoNEAvE. CIVIL ENGINEER ORov1 LE, CA 95966 RCE 20647 (916) 533-2131 Butte County September 5, 2.000 Development Services Department Building Division ' 7 County Center Drive - Oroville, CA 95965 Re: Dion/Malamar 11 Hercules 69-58-07 I have reviewed the plans, specifically the omission of the hold down and 1 foot of shear wall at -the right front corner of the structure (at the electric panel). The loss of a single foot of shear wall doesn't change shear enough to exceed allowable shear value. The hold downs which are in place will in my opinion be adequate to resist lAteral loads. Thank you for your consideration. QROFESS��� Yours\G�p,EL tij0o q� 2 020 c, 7 Mich ae Vib �P L My lice CAN s 9-30-01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75416910M2.1 _ (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER A 069-58-0-007 ZONING AR -1 BUILDING PERMIT OWNER MALAMAR CONSTRUCTION 507-455-0442 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS P.O. BOX 1001 OWATONNA MN 55060 171Q V 92 696 n CONTRACTOR'S NAME OWNER755 TELEPHONE TT i3,5qn_oo CONTRACTORS MAILING ADDRESS ' P.O. BOX 1001 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 107,1 4.UU ARCHITECT OR ENGINEER MICHAEL MOONEY LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 433.88 BUILDING ADDRESS23.00 Energy Plan Checking Fee $ $ PERMIT FEE S 114 4 —39— LOT NO.^ �J SUBON610NS NAME LAKERTEIGE VILLAGE PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 101 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 IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY (3 BEDROOM) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VR LE Main Service 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 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for for the following reason: XI, 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. DWEWNG OCCUP. OR ADDNS. g ACC. BIAS, SO bb. b9 3.5QFT; NDµRES10_ CIRCUITS MULTI -OUTLET @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ L. 0 Ex. Occup. oFuc�LEED�A Aa oE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions* &04 _Z& A Y. �dl e 011A7 0—e) Signature of Applicant - ❑ Contractor W Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating DUAR 3U, 00 Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ .59 Mobile Home Installation Fee $ Energy Inspection Fee J$46.00 occ CONST. TOTAL FEE $ 1541.47 HAZ. D. FEES IMP X FLOOD X CVF !1 PAij�,EL ]( Pt `D X ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above fo wl ch fees have been paid. ,, By Date l PERMIT EXPIRES ON -71 Dale Receipt No./0 �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTORLDENROD-APPLICANT LINTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4��r— 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ev.1219 APPLICATION AND PERMIT AsslssoR �AacnNueln l0 9-,:5 f— >roN BUILDING PERMIT �- / ' ' "! SO. FT. O C. B,AUIIILDINGA U%TION, OWNER Q /Q /%? R ✓ ��/I S 7� !�G// D !/1 / A/V .--1! '%S,S-- �1O,f��z wwNp ADORcss p Owa,4onrLk IV `150- L COMPA=R'f Kum TlLpfON! O�Jhe/ o sS-ofs�Z /vo/ :ANSMVMN LENDER LENp EA'S MNUNO ADORESS Gxe MCNRECT OR ENOMEER / _ 0M✓/IC/LGZCl lnbD/if AACKMCT OR 04WEERI MAl1NO ADDRESS puLLmO ADORESS LOT NO. /� I SUaON6ION'S NM/E 4 tz6 lw / e 7 , U 1114 USEOFSTRRUC (L SF J1( Duplex ❑ Mobilehome ❑ Other .0 C.. L- 0 TYPE OF WORK New 9 Addition ❑ Remodel Utilities ❑ Installation Other ❑( Describe Work: J _ • y Ex. OCCU . oLmFr OR FDRURES e L v ':� Ex. Occup. -M0r QIo.°E„ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 I PERMIT FEE _S, MECHANIr.AL PERMIT, Fling Fee t 20.00 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee S Energy Inspection F b occ CONST. TYPE TOTAL FEES NAZ p. ' WN D CO c ISSUE vJ 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 S PERMIT FEE = Z PLUMBING PERMIT Fling Fee 10.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00,/ Each gas water heater or vent 15.00 -- Gas piping system 1 - 5 outlets 15.00 (`) — Building sewer 15.001/ S Mobile Home I S I G I W @20.00 Ex. OCCU . oLmFr OR FDRURES e L v ':� Ex. Occup. -M0r QIo.°E„ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 I PERMIT FEE _S, MECHANIr.AL PERMIT, Fling Fee t 20.00 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee S Energy Inspection F b occ CONST. TYPE TOTAL FEES NAZ p. ' WN D CO c ISSUE vJ 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 PERMIT FEE t 1:5 A - ELECTRICAL PERMIT Fling Fee 20.00 Main Service 0" OA LESS 23.00 93 - Main Service 20" TO loo" 46.00 NEW CONST. ( D'w8.LM occuv. 3.5¢R; OR ADONS. t ACC. ELDs. NEW CONST. NON•RESID. MULT-oI ii er wn.urr rnnm 07.50 Ex. OCCU . oLmFr OR FDRURES e L v ':� Ex. Occup. -M0r QIo.°E„ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 I PERMIT FEE _S, MECHANIr.AL PERMIT, Fling Fee t 20.00 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee S Energy Inspection F b occ CONST. TYPE TOTAL FEES NAZ p. ' WN D CO c ISSUE vJ 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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: SESSOR PARCEL ER: Proposedui1 ing Use: Building Inspector: Date: — •- At time of permit applicatio , I was advised the following datamust be submitted prior to permit processing and/or issuance: Date Received By items have been submitted -------------------------------------------------------------------------------------- plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ mplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngmeered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. _----_-- DEL: gineered truss details and layout in duplicate (required prior to plan review) No faxes!------------------�� /Energy Design Compliance and supporting,documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. vy. ufactur n inst ome data and installat' ructions including Tie Down Specifications.----------------- 0. Fees of $ '-'-------------------------------------------- -- ------------------- Impact fees as shown on the attached schedule. -5C ---460--a -11------ California Department of Forestry plan approval/fees. -� ----------------------------------------------- ���41arutation and plot plan appr . a ------ ------------------------------------------------ ❑"13. �•lood elevation certificate. --------- ------- �., �U -'�- � ealth Department .------------------------------------------- 4— -oo ❑ 15. City of Chico plumbing permit.--------------------------------------------------------=-------------------------- ❑ 16': Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about d Improvements, ❑ Drainage, gal Parcel.----------------------- Encroachment --------------------- Encroachment Permit for driveway construction approval prior to occu ai c 200 �9 P20: Pre -inspection for ��, required Request to Building Inspector on 021. Contractor's license infoimattion. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. -------------------------------------------------------==-- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - ----------------------------- -------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ' <5. Recorded copy of Agricultural Acknowledgment Statement.------------------------------------------ E126. ----------------------------------------❑26. Letter of intent on building use.------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. 029. 0433 A, ant Dr, 1:1. Title, ❑ Check to H.C.DS .--------------- �30. Other: 0 D 0 otJ N a,05H I ------- bb en you issue the ermit, process as follows ❑Mail to owner, ❑M it to contractor. Telephone 0 5-O 5 and hold for pickup at office. ❑ De 'ver with inspector. 5'7-/2UC T 12evi6gw 7///a0 P#. = A Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmer4, ❑ Other: �T Date: By: Index permit application for the above items numbered: (Date) ❑ Plan Check List 2. Additional items required: Contractor wner, was advised of the above required data by?(phone, ❑ mail, ❑ Building Division counter, by i Date: []phone,t i pv 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 ajvised of the above reuired'data by 13 phone, ❑ mail, ❑ Building D' 'sion p anter, by Date: Plans reviewed by: Date: tJ laps approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. c���L UA?_eer 11 i1 7-7-00 06_ 029. 0433 A, ant Dr, 1:1. Title, ❑ Check to H.C.DS .--------------- �30. Other: 0 D 0 otJ N a,05H I ------- bb en you issue the ermit, process as follows ❑Mail to owner, ❑M it to contractor. Telephone 0 5-O 5 and hold for pickup at office. ❑ De 'ver with inspector. 5'7-/2UC T 12evi6gw 7///a0 P#. = A Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmer4, ❑ Other: �T Date: By: Index permit application for the above items numbered: (Date) ❑ Plan Check List 2. Additional items required: Contractor wner, was advised of the above required data by?(phone, ❑ mail, ❑ Building Division counter, by i Date: []phone,t i pv 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 ajvised of the above reuired'data by 13 phone, ❑ mail, ❑ Building D' 'sion p anter, by Date: Plans reviewed by: Date: tJ laps approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. c���L UA?_eer COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER' �— fIT �C_ _ A.P. # PROPOSED BUILDING USE /� DATE 1. BUILDING PERMIT FEES -- Balance Due ................ $ 3 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ........ $ V`2. SCHOOL DISTRICT FEES (paid at District Office) jV 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) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER RECEIPT # DATE REC (4� 12 0 4v=o 4--vi-400 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT r DATE 7I 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES riAl 7-' — —,vrr 0 OWNER f—T 1A P. PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES Balance Due ................ $ A Additional Fees Due ........... $ Additional Fees Due ............ Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES *(paid aojgricj_�Office) ___-3. SHERIFF FEES (paid at Building Division) 1A Residential .... x $360.00 = $ Units Commercial (sq.ft.)./ x L cl 0.03 — $ Sq. Ft. 4' URBAN AREA FEES (paid at Building Division) Residential'(per. unit)- $ I . —1— ­WUn—its Amt. Commercial(sq. ft.) .. ; x =$ Sq. Ft. Amt. .5. RECREATION DISTRICT FEES (paidp District Office) 6, THERMALITO, DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) X 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of,pern—utappfica,tion,,41.'was advi�ed4he above fees are required to,be'pa'id piioFto issuance of the building permit. These fees may be changed during the plan checking process. 7 APPLICANT DATE �� / 1(./' ;'V 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 6n.your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned.. items during whichyou may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy—AVA-Jpp"1119ant 3rd Copy - Owner /(Re l, 2/07D 4a6nar Construction, Dnc,. Confra&rs ZcMw #S191SO a4a66 D. 90 Custom -? omes April 18, 2000 Lake Oroville Realty 5250 Olive Hwy., Suite H Oroville, CA 95966 In Reference To: Lot 9 Hercules, Mike Dion residence Dear Linda: How was your vacation to Paris? Could you do us a favor by picking up the completed plans down at Fox Company with the energy calc's. Since you have our written permission,to submit plans, enclosed is a check made out to Butte County Building Department for this job. We appreciate so much all your help. Sincerely, MALAMAR CONSTRUCTION, INC. Malcolm I. Hall President Enclosures 9'ost Office Tox IOOI • Owatonna, 34innesofa SS060 (888) 872-92S6 • (SO7) 4SS-0442 Jax 40000;o) / /a/ T SERVICES -BUILDING DIVISION UNTY OF BUTTE - DEPARTMENT OF DEVELOPME 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538.754 0 ev.,2NtS) APPLICATION AND PERMIT �" Q Af:E:soR►ARca NueeR l09_� �— m BUILDING PERMIT OWWA /%iQ�Q/ia� oh �1'l[G//Dli7 ,��y TS/SS—OtISLZ S0. FT. O C. BUILDING VA U TION 7WN[R7 VA4INo ADOMMI OW4,46nrut . Al TTS COMMCTORY WMK toNT1{ACTW11 IY�.INQ �;, _,.0 NS T11N CT10N�lL►Q!�/E111 O'kJn e i ?4V /®O/ Von c o? 14 s S -0515/ L LENDER'S WVUNO ADOREft „ / ---- AACWrICT OR ENOINEER ,yr I SENSE NO. ARCWMCT OR ENONEER1 ►MLINO ADDRESS euEaw ADOREss cv5 O 4�e ror No' n sueoNscNS NA.rE d •Accu rAv USEOFSTRUCTURE SF )( Duplex O Mobilehome p Other SPECFY TYPE OF WORK New X Addition O Remodel Utilities O Installation Other 0 Describe Work: S . Fireplace 20 0 1.00 SAL 0 .50 EX. OCCU :DCEO' oLm,ETs Es�D. En 5.00 Total Valuation = 23.00 Mobile Home Facilities 20.00 Filing Fee E 2 .00 Permit Fee i Plan CheckingFee i Energy Plan Checking Fee i 3 ^ E PERMIT FEE t PLUMBING PERMIT Fling Fee 0.00 Each Trap 7.00 3 Solar or heat pump water heater 23.00 Water piping 15.00,/Each gas water heater or vent 15.00 1 5 =, Gas piping system 1 - 5 outlets 15.00 (�j -- Building sewer 15.00 S%— Mobile Home I S I G I W @20.00 PERMIT FEE f ELECTRICAL PERMIT Mein Service =°QoR LEsLEsss 2oaA Main Service 20" TO LowA NEW COMT. DWEiLINO OCCUP. OR ADONS. i A — ... 1 Filing Fee 23.00 46.00 3.5eFF•TT.. @7.50 20.00 Ex. OCCU OVTLE'r opt FLCTLRm 20 0 1.00 SAL 0 .50 EX. OCCU :DCEO' oLm,ETs Es�D. En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 5011 nn MECHAN Heating Cooling Hood PERMIT FEE _ /4;� /„O$ PERMIT, Fling Fee 11 20.00 6.50 PERMIT FEt $ Mobile Home Installation Fee i Energy Inspection Fee E occ CONS T. r'Pf TOTAL FEE $ 1 FML D. FEES? WIY FLAOD cool A PAMEd I iff I ND 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 June 27, 2000 Malamar Construction P.O. Box 1001 Owatonna, MN 55060 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-580-007 Building Permit Number: 00-0892 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -f Provide additional information and/or make revisions to plans, specifications and calculations as follows: , aArchitect to address loads over 5000 pounds on truss C3. Provide support for this truss and foundation design. Architect to provide a letter that he has reviewed and approves the truss pa age for spans, loads, etc. Review of the building by the Butte County engineer has not been completed at this time. Any additional comments from the engineer will be addressed under separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $13.32 (Revised per corrections to original application). 0 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to .,owner). 3. Provide proof of ownership of the parcel. Sincerely, Martha Whitney Plans Examiner cc: Michael Mooney .t MICHAEL MOONEY 5A MADRONE AVE CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 530-533-1216 Job Number Client 0-05-50 Malamar/Dion Page 1 LO APN 69-58-07 Dead Loads Live Loads Roof Roofing Comp 6.0 Sheathing Ply 1.5 Framing Trs 4.0 Insulation Ceiling Gyp 1.0 2.5 Wall Surface --,A- k l0,D Sheathing Ply 1.5 Framing 2x 1..5 Insulation 1.0 ' Surface int. Gyp 2.5 11 QROFES Floor N 40 psf. ✓ ,`�Q�C, PEL ��1�2 Surface Ply 2.3 z Framing Trs 4:0 `' 20 4 ,;; Insulation 1.0 Surface under Gyp 2.5 i �F 1V1 F Lateral Loads • Wind P=CexCgx qsx I Ce L-0.62 @ 15 feet, 0.67 @ 20 feet, 0.72 @25 feet, 0.74 @ 30 feet Exposure B. Cq = Windward Roof 0.3 in. Wall 0.8 in. Leeward Roof 0.7 outward Wall 0.5 outward q = 14.5 psf @ 75 mph. I=1 8 Seismic tS�O� UiVll V= 2.5 x Ca x W/ R aUiLDING'DEPARTMENf Ca = 0.36, R = 5.5 i.e. VASD=0.11'7W `` APPQo �/ F 01 �I UJ A -u- u ve SCLWE M A-IY- ---- - SQL -fit v T-13�`� Al 3�8 1) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR 2 &--71* FRAMING AT 16 ON CENTER. 2) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT.4�ON ?i CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR 3a@ FRAMING AT 16" ON CENTER. 3) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT g -g -N, ❑ If CENTER EDGE NAILED, 12." ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16 ON CENTER. 4) NET 3/8" PLYWOOD, CC, CD, WITH 8d (0.113 X 2 3/8") NAILS AT 2" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. 5) gST=U�.C_COO - EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAXIMUM, OR NO 16 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAXIMUM. 6) 1/2" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 5d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXRvlUM. 7) 5/8" GYPSUM WALLBOARD, UNBLOCKED, APPLIED TO 2X FRAMING WITH 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXflMUM BP -1 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" ON CENTER WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING THREE STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. BP -2 STUCCO, EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8", WITH NUMBER 11 GAGE, 1 1/2" LONG, 7/16" NAILS AT 6" ON CENTER MAJ�IUMUM, OR NO 16 GAGE STAPLES, 7/8" LEGS AT 6" ON CENTER MAXIMUM. PANEL COVERS THREE STUD SPACES, MIND" 4 FOOT LENGTH. 8) NET 3/8" PLYWOOD, CC, CD, WITH 8d COMMON NAILS AT 3" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED ON 2X DOUGLAS FIR FRAMING AT 16" ON CENTER. L)-ro �� ELeiAeTLcm kssvuE-�l - przo��(.l T0.SCX ;::- -2 n �L2-K Ui °f V 22.33/z>x (((2-x0712 -2� -I-- 12lZ x It ef(l. 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SK 0,"3-9-7 g; : loo 34'8o * C31 C.(r 6-1 (w RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: t ct/Y)'��`� Building Permit Number: Plans Examiner: A- P. -Number: GENERAL: ,1!Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property - 6 Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6 Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... I. FAU & FAS road setback.' Building or utilities across lot lines (record form). FLOOR PLAIN: xPlans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ` Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). /3. Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406).' Required room sizes and ceiling heights (Uniform Building Code section 310.6). C �/. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). C U Prohibited locations of as water heaters and, Plumbing Code 509& 1213.5)., 7 } Prohibited locations of gas heating equipment "(Uniform Mechanical Code 304.5). 10 Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section'302.4 exception #3). jd�Wood stove location Alcove clearance (UMC section 205 confined space & 223 unconfined space). >2'�Smoke detectors (Uniform Building Code section 310.9.1). ,-3'Vater closet clearances (Uniform Plumbing Code 408.5). XShower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). f� �1 (a G 3. Clerestory requiring balloon framing and/or engineering. = 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. 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. e•Ur e�7�rOve 9. Rafter ties or bearing ridge beam. .-G�,�,D U 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). �ojoA • ' rapili 12. Porch header size(s).�`� 51 000 (C 3 13. Stud heights. X Expansive soil - special foundation design required. ptoui d e i a' ai-1 V. Retaining walls requiring design. _16.-S pecial Inspection requirements. 17. Header sizes. - - r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: YStairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). f 2. Guardrails (Uniform Building Code section 509). Bnck or stone veneer (Uniform Building Code section 1403). Exteriof plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6: Roof covering type - (fire hazard). Foam insulation - protection. halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). U� , nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). -Y Attic -access and ventilation (Uniform Building Code section 1505). -Combustion air for fuel burning appliances - LPG req*meats. Sound requirements. - 14. Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. fCDF responsible area requirements. 7.Building Pe - requirements: 17.1. S 17.2. Pee elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. - : Use Permit conditions. - 17.6. Sub -Standard Housing letter. " Page 2 of 2 PLIINC-ECT PROCESSING RF-r-ORD APPLICANT: OWNER: PERMrr #: oc C) A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP (o MICHAEL M OONEY ' ; 5 A MADRONE AVE. CIVIL ENGINEER ORonLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County ` July 14, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Malamar/Dion 00-0892 I have reviewed the truss calculations for this job. My review includes identifying and locating loads in.excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a minimum design bearing load of 1000 to 1500 pounds per square foot dependent on my mood and or site conditions. Thank you for your consideration and patience. Yours, pROFE Michael Mooney�'9lFOCIVIL My license expires 6 'iiC Fii•-.1�_-�t1Y'o1U:1 CERTIFICATE OF COMPLIANCE: REySIDENJIAL Page 1 CF -1R Proiect Title.......... CUSTOM HOME Date..04/21,/00 11:52:27 Project Address........ HERCULES AVE.**** -•---�-y----•------- OROVILLE *v5.10* CO -099Z 1 ................................................................................................ Documentation Author... WILLIAM H. FOX ******* Buil na Permit # Fox Company (p -;L7.0 ............................... ..... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone.* ......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 x5.10 File-MAL1715E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-MAL1715E + . GENERAL INFORMATION ---------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation— Number of Dwelling .Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value ..... Average Glazing SHGC....... Average Ceiling Height..... 1715 sf Single Family Detached New Front Facing 90 deg (E) 1 1 , Raised Floor 12.8 % of floor area 0.52 Btu/hr-sf-F 0.65 8.3 ft FENESTRATION Location/Comments Outside; Garage Attic Solid Wood Over - BUILDING SHELL INSULATION Component Frame Cavity ------------------- Sheathing, Total Assembly Type ------------ Type R -value R -value 'R -value U -value Wall Wood R-17.8 R-0 R--17.8 0.065 Roof Wood R-1.1 R-27 R-38 0.025 Door n/a R-0 R-n/a R-0 0.330 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Location/Comments Outside; Garage Attic Solid Wood Over - Area U- Interior Exterior hang/ Orientation ------------ (sf)•' Value SHGC Shading Shadina Fins Window Front (E) x22.5 0.530 0.650 Standard Standard None Window Front (E) t6.0 0.510 0.670 Standard Standard Yes Window Front (E) #22.5 0.530 0.650 Standard Standard None Window Front (E) 07. 0.510 0.670 Standard, Standard None Window Left (S) 8.0 0.530 0650 Standard Standard None Window Window Left Back (S) (W) /1 .0 3. 0.530 0.530 Q. 650* 0.650 Standard Standard nrd St�nI0AI None Yes Door Back (W) 018.0 0.490 0.670 Standard N d rd �gvj��1 Yes Door Back (W) �4 0 0.510 0.650 Standard Yes Window. Back (W) 0.530 0.650 Standard _ amYes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... CUSTOM HOME Date..04/21/00 11:52:27 MICROPAS5 x5.10 File-MAL1715E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-MAL1715E FENESTRATION --------------- Over- Area U- Interior Exterior hang/ Orientation (sf) Value. SHGC Shading Shading Fins Window Back (W) •22.5 0.530 0.650 Standard Standard Yes Window Right (N) •4.5. 0.530 0.'650 Standard Standard None SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans,* * installed to manufacturer and CEC specifications, and ** =* verified during plan check and field inspection. ** This building incorporates non-standard Duct Location. REMARKS a, -n -w °'� kjl- N r 4 , S1 PP Ro .j Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.780 AFUE Crawlspace R-4.2 No No Setback ACPackage 10.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING ---------------------- SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS Items in this section should be documented on the plans,* * installed to manufacturer and CEC specifications, and ** =* verified during plan check and field inspection. ** This building incorporates non-standard Duct Location. REMARKS a, -n -w °'� kjl- N r 4 , S1 PP Ro .j • CERTIFICATE OF COMPLIANCE: RESIDENTIAL Paae 3 CF -1R Project Title.......... CUSTOM HOME Date..04/21/00 11:52:27 MICROPAS5 v5.10 File-MAL1715E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-MAL1715E -------------------------- w ----------------------------------------------------- COMPLIANCE ----------------------------__------------------------------------------------ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code. of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features" Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... MALCOM HALL Name.... WILLIAM H. FOX Company. MALAMAR CONST. Company. Fox Company Address. P.O. 60X.1001 Address. 3995 Olive Hwy. OWATONNA MIN. 55060 Oroville, CA 95966 Phone... 507-455-0442 Phone... 530-533-2730 License. Sianed................................................... ......................................... Signed.. ` ......................................................... a..�...._D..... ................................... . (date) (d te) ENFORCEMENT AGENCY Name.... .......................................................................................................:......:....................................... Title... Agency........................................................................................................................................................ ...................................................................................................................................................... Phone... ..................................................................................................................................................... Signed. ...................................................................................................................................................... (date) Q d1rrdE a VV �. Ok'`mv MANDATORY MEASURES CHECKLIST:; RESIDENTIAL Page 1 MF -1R Project Title.......... CUSTOM HOME Date..04/21/00 11:52:27 Project Address........ HERCULES AVE. **** ---------•-----_----_- OROVILLE *v5.10* .........................................................: Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 ................ 530-533-2730 Field Check/ Date Climate Zone......... Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. --------------------------------- ' MICROPAS5 v5.10 File--MAL1715E Wth-CTZ11S92 YProgram-FORM -MF-IR User#-MP1809 User -Fox Company Run-MAL17.15E ---------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain thesE measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements listec. on the Certificate of Compliance. When this checklist is incorporated into th(: permit documents, the features noted shall be considered by all Parties aE minimum component performance specifications for the mandatory measures whethE�,i they are shown elsewhere in the documents or- on this checklis,L only. BUILDING ENVELOPE MEASURES Design- er *150(a): Minimum R-19 ceiling insulation. .............. 150(b).: Loose fill insulation manufacturer's labeled R -Value.: *150(c)Minimum R-13 wall insulation in wood framed walls or, equivalent U --value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water, absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 Perm/inch. 1.18: Insulation specified or installed meets CEC quality standards. Indicate type and form. 11.6-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified�U-value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weather-stripped; all joints a.nd penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only.. Enforce- ment 4f.. . ......... ..... .. .......... 150(f): Special infiltration barrier installed to c r y w'th Sec. 151 meets Commission quality standards. �� 150(e): Installation of Fireplaces, Decorative i;ai,c s and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.,........ CUSTOM HOME Date..04/21/00 11:52:27 MICROPASS v5,10 File-MAL1715E Wth-CTZ11S92 Program-FORM�MF-IR User#-MP1809 User -Fox Company Run-MAL1715E 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ----------------------------------------------------------------- Design- Enforce., er ment 110--113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 1SO(i): Setback thermostat_ on all applicable heating and/or cooling systems. 1500): Pipe and Tank .insulation ............................. 1. Storage gas water heaters -rated with an Energy Factor of less than 0,58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non recirculating systems,'insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or- other rother indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. . S. Cooling system piping below.55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts -and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 60.1 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for.l.ongevity given in Sec. 150(m). 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 effici.ency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. _ 2. System is installed with: a. At least 36 inches of pipe between filter, and heater for future solar heating.;'��W,Rl C�;E,';+; MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -°1R Pro,ject.Title.......... CUSTOM HOME Date..04/2l/00 11:52:27 MICROPASS x5.10 File-MAL.1715E Wth-CTZ11S92 Program -FORM MF -1R Userl#-MP1809 User -Fox Company Run-MAL1715E b. Cover for outdoor pools or outdoor spas. 3. Pool system has dir'ectiohal inlets and a circulation pump'time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr-.) . _ ..._......... ......................... LIGHTING MEASURES ----------------- Design- Enforce- er ment 150{k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(02: Rooms with a shower or bathtub'must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or, one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER�METHOD SUMMARY Page 1 C -2R Project Title........... CUSTOM HOME Date..04/21/00 11:52:27 Project Address........ HERCULES AVE. ******--------------------__ OROVILLE *v5.10* ' Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company ' 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone........... 11 - --------------.------ Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-MAL1715E Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-MAL1715E MICROPASS ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance - m .(kBtu/sf-yr) Design Design Margin = Space Heating.......... 15.54 .13.04 2.50 = = Space Cooling.......... 16.83 15.30 1.53 = Water Heating.......... •14.40 12.52 1.88 = Total 46.77 40.86 5.91 = *** Building complies with Computer Performance *** _ GENERAL.INFORMATION Conditioned Floor.Area..... 1.715 sf Building Type............... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1. Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On --Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 14282 cf 0 sf 12.8 % of floor area 0.52 Btu/hr-sf-F 0.65 8.3 ft -TE COW �MLWNQ DEPAREt,-` Arin R®VE COMPUTER METHOD ------------------------------'----=-------------------------------------------- SUMMARY Page 2 C -2R Pro.ject Title.......... ------------------------------------------------------------------------------- CUSTOM HOME Date..04/21/00 11:52.27 MICROPAS5 v5.10 File-MAL1715E Wth-CTZ11S92 Program --FORM C -2R User#-MP1809 User, -Fox Company Run-MAL1715E BUILDING ZONE INFORMATION Floor --------------------------- # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type .(ft) (sf) Credit HOUSE Residence 1715 142.82 1,00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE I Wall 132 0.065 17.8 90 90 Yes W.19.2X6.16 Outside 2 Wall 30 0.065 17.8 90 90 Yes W.19.2X6.16 Outside 3 Wall 150 0.065 17.8 90 90 No W„19,•.2X6.16 Garage 4 Wall' 96 0.065 17.8 180 90 No W.19,2X6.16 Garage 5 Wall 281 0.065 17.8 180 90 Yes W.19.2X6.16 Outside 6 Wall 282 0.065-17.8 270 90 Yes W.19.2X6.16 Outside 7 Wall 396 0.065 17.8 0 90 Yes W.19.2X6.16 Outside 8 Roof 1715 0,025 38 n/a. 0 Yes R.38.2X4.24 Attic 9 Door 20 0,330 0 90 90 Yes None Solid Wood 10 Door 18 0.330 0, 90 90 No None Solid Wood 11 Floor 17.15 0.037 19 n/a 0 No FC.19.2X8.16 Area Orientation (sf) HOUSE FENESTRATION SURFACES -------------- U- Act Exterior Shade Interior Shade Value SHGC Azm Tilt Type/SHGC Type/SHGC 1 Window Front (E) 22.5 0.530 0.650 90 90 Standard/0.76 2 Window Front (E) 6,0 0.510 0.670 90 90 Standard/0.76 3 Window Front (E) 22.5 90 St dard/0.76 4 Window Front (E) 7.5 0 ndard/0.76 5 Window Left (S) 8.0 �tanda d/0.76 6 Window Left (S) 15.0005 0 and/0.76 7 Window Back (W) 13.590 andard/0.76 8 Door Back (W) 18.0 Standard/0.76 9 Door Back (W) 40.090 Standard/0.76 10 Window Back (W) 40,0 90 Standard/0.76 11 Window Back (W) 22.5 _90 Standard/0.76 12 Window Right (N) 4..5 0.530 0.650 0 90 Standard/0.76 Standard /0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ok=E Mimi N ILOING DEPAM-1 M&,, PPRO V E ................................................................................................................................................................................................... ......................................................................................................................................................................................................................................................... ovpn COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... CUSTOM HOME Date..04/21/00 11:52:27 MICROPAS5 v5.1.0 File-MAL1715E. Wth-CTZ11S92 Program -FORM C -2R ---------------------------------- • 'User#-MP1809 User -Fox Company Run--MAL1715E OVERHANGS AND SIDE FINS ___Window__. .____.__Overhang____.__ ---Left Fin--- ----Right Fin... -...- Area -Left Rght Surface ------------ (sf) Wdth Hath Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 6.0 1.0 6.0 12.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window' '13.5 3.0 4.5 2.0 0 n/a n/a n/a 'n/a n/a n/a n/a n/a 8 Door 18.0 2.67 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 40.0 6.0 6.'67 2.0 0 �n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 40.0 8.0- 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 22.5 5.0 4.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ------------- Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.780 AFUE Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS -------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS =1** ------------------------------ Items in this section should be documented on the plans,* *** installed to manufacturer and CEC specifications„ and *** ** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS ................................................................................................................................................................................................... ......................................................................................................................................................................................................................................................... ovpn S HVAC SIZING Page 1. HVAC Project Title.......... CUSTOM HOME Date..04/21/00 11:52:27 Project Address........ HERCULES AVE. ** ** ----------------------- OROVILLE *vS.10* :......... Documentation Author.,. WILLIAM H. FOX. ******* Building Permit # Fox Company ...................................................................................................... . 3995 Olive Hwy. Plan Check % Date Oroville, CA -95966 ..................................................................................................... ' S30--533-2730 Field Check/ Date Climate Zone.. ......... 11 Compliance Method...... MICROPASS v8.1.0 for.1998 Standards by Enercomp, Inc. MICROPAS5, vS.10 File•--MAL171SE Wth--CTZllS92 Program --HVAC SIZING User#-MP1809 User -Fox Company Run-MAL171SE GENERAL INFORMATION Floor Area ................. 1715 s Volume ..................... 14282 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location..,....,.,... OROVILLE RS Latitude ................... 39.S degrees Winter Outside Design...,.. 30 F Winter Inside Desig.n....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used....., No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar,...,. 8304 4223 Glazing Conduction ............... 4592 2985 .Glazing Solar .................... n/a 8992 Infiltration ..................... 8124 3335 Internal Gain.* ....... .......... n/a 2550 Ducts ................... ,....... 2102' 1104 Sensible Load...... ............ 23122 23189 Latent Load ...................... n/a 6957 Minimum Total Load 23122 30146 Note: -The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factor! EI_ �a a�ie flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety mar�gj-_�1," be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 HVAC Project Ti.tle.......... CUSTOM HOME Date..04/21/00 11:52:27 MICROPAS5 v5.10 File•-MAL1715E Wth--CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-MAL1715E factors when selecting 'the HVAC equipment. 4 =_ e*f LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer:' A 2 Address: ok0V/IC. AP#: 4 Job No: /-o7- ' ' Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 OV D. SPECTION AGENCY Timber. Products nspection, nc. P.O. Box 20455 Portland, OR 972A (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and bracing of wood trusses. ❑ Do Install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber defects to Longfellow immediately. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. 'BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. �c Ul �� P GABLE END NLIAIL SIRONGBACK (NAIL IU LEDGER 12' O.C.) (BRACED At 55' U.C.) --,, , LEDGER (NAIL 10 VERTICAL W/2-IOd NAILS) (K) SPACING F -UF REFER. TLI SI PRODUCT All A35 IN FI ( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) S1)0MIII[D BY II(USS MFR. j� (PI ) N) (G) L _ (S) (N) 6'. OC. MAX LI_ O (S I )� (SI) (M) 2X4 F.L. OR H.F. 02 OR BIR SIRONGOACK BRACE 1`0�< ,-- (PI) PEAK PLATE TO MATCH CUNFUN TRUSSES. (SI ) SPLICE PLATE 10 HATCH COMMON TRUSSES. (111 ) IIGEL PLATE 10 HATCH CDI*UN TRUSSES. (0) OPTION TO WEB FLATING: USE (3)-2' VIRE STAPLES (0.072 OIA./15 GA.) TOENAILEU IIIRU CIIURD 11110 WEB 6 MPU WEB INTO CHORD ON ONE FACE FUR A TOTAL OF 6 STAPLES. (PI), ( SI ) L (III ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75RPH W1140 LOAD, EXPOSURE '0' AT 0-25 FT. MEAN REMIT. , BRACED AT 55' B.C. (C) IX4 CONTINUOUS LATERAL BRACING FOP. BRACE (STRONGOACK) MEMUER LONGER THAN 72'. ATTACH AT MIDPOINT OF EACH GRACE 'I/2 -8d [COMMON MAILS. 24- MAX / LADLE ENO i (moi NOTE: CHORDS TO BE 2x4 FIR -LARCH 02 Hill. NOTE: THIS DETAIL HAY BE USED FOR TRUSSES WITH PITCHED O.C. ALSO. PLATE MAX. WEB LENGTH IX3- 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUILOUKER PLT TYP. Wave TPI -95\I1 Desitin Criteria: TPI-95(STD OUTLOOKER C2[TERIA 3.5" MAX. T'(P. NOTCH a 24. O,C. 1.5' MAX. 12' HI)I 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITIIGUT BRACING (H) MAX. LENGTH V/ SIRUNGBACK BRACE (S) STANDAPD 5-11-0 II -IU -O pI 7-9-0 15-6-0 01 6 BETTER, 7-9-0 15-6-0 SS 1 7-9-0 15-6-0 O O O "•YARNING•" IRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 30.0 P S F R E F 8 9 9 2 "SIT" HSH " 1. R181R0'ONOFI0 DR..0 HIB -91 SUIIENG INSTALLING "' "A01SON,AWE BRAS)719).pFOR1 SAFETYYPRIPI ACTICESUPRIORAIO �Q Q�UFE SS/p,Iq O O PERFORMING IHES[ FUNCTIONS. UNLESS OIHiRWISE INDICAIID, IOP CH RO SHALL HAY( PROPERLY OR W. y TIC DL 15.0 P S F DATE 03/19/98 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. 5 \S 9A O O "IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED W S BC OL P S F DRW CDT 12 O O PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 m V CAa�"� D C L L O.O P S F ALPINEBUILD INE TRUSSES IN CONFORMANCE VI IN IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION OR BRACING OF TNUSSES. IRIS DESIGN CONFORMS WITH AP PLICABL[ PROVISIONS OF NOS (NATIONAL DESIGN * T 0 T. L D. 50.0 P S F S E Q U - 25458 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE TRUS S [ACHEFAC[SOFNIRUSSC ANO UNIESSOF IOGA TOIN[RYIS[. A111 ,LOCAI;T GAL. ONEIHISEO[SIGNASPOSIIIO11 N COXNECIORSAPPLY EP[RRS 10 �F CIYII �P O U R .FAC . 1.15 FROM P D C I� 01AVINGS 110. ISO AND IBD A•F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY 10 THE DESIGN Of CA11F SPACING �1 1 J l 1 OF INf INUSS BEP IC f ED NINE AND SHALL 001 DE RELIED UPON IN ANY OTHER WAY. 0 , Job: DETAIL -82 ALTERNATE BRACING NOTE: SEE CRANING DRININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN IIERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AMU •BRACING. REFER TO TPI HID -91. SEE THIS DESIGN FOR (ADUITIUNAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYNOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. z �aH{ H L9 b LA, z H^ J cr F_ T LA L9 C0103 (A) 2X4 03 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. XANY.OF THE 13ELUN MENTIUNEU BRA'ING TYPES MAY DE SUBSTITUTED* 2X4 -T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 1X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. I_ SEE ORIGINAL. OESIGH FOR PRDPEH OEIIENSION9 f 'PT — ALPINE Aev'17je SCALE 1875 NXIMPORTANT1111ALPINE E1GREEPPEO PWJDPCFA "t:. WARNING'"''ws AEDOI"''C'1:±"' "A"t oQA yt! TC LL 30.0 PSF REF 8992--42293 v p p v v v swLL 1101 K MIFIOHSIeIE to" AIM IW HANIXI•r. E1„criall AAD ���. o'rugoe rAIM THIS ocslwl o" E1ESE WIECIFlLlln9, e" NM O=SCrn. SFE HL8-97 or IPI. SEE THts eEs4se 1 ! y TC OL 155 .0 PSF DATE 06/28/93 o e=f o d FuUaE TO WILD 119 TPOSS lit cVPrmNOP� W7If ootel Err FP'. lar PI7trIe"AL SPECIAL FEnimust lopm.— a[ p c1 o v 1nPat LDMaC1DPP AM HAVE or 7004 WLY. STEEL WITIC0 AD/H wimmPAs. urcess o1TEM1Se ItaiceotD. top c' F �^ PC DL S.. 0 PSF DRN CD103 1� v 1� T� AAAA m I r/cm As "CITED. USA f cO1F(cims to EAce rst" or gi011D Slatt BE LAIEMELIT 11PACED WITH PPOKIP IND.! 3845 ALPIN o macs Ara vats: ofIenlist LOCATED NF T"IS OESIM "Sillc11 Lr A11u>ED PtwDco s'e"NI S, eagle" cFaTe * 63091 * BC LL p0.0 PSF —ENG FM r Tt/ p O cell WITS PERNMWDTIS 13A. 150 D SMA-F.0ESt01IIAPOAPOB tIJTHPPOPMf AITAWEA;list CE IL DEI 6CE TDT.LD. 50.O PSF r.= TRUSS O SEAICa"te" inlS ODT ltl q APPl1OISLE Nt0 r"E t pF711 O(PICiEa "'All too PPE ORttALPIl�l tiM�1G 1I1 NIC"ItCJLI.FT�fL1�11gTrA tCOVO IP 10117 �f C1V11L �\� C UI NLY. APO L"ILL NOT eE ITELIED OPaH 111 jolt DIHFA TAE, OESIPI 10 aE ►Puss FPEcr1011 W41PAC10P. �If oFCA�4�R. DDR. FAC. 1.15 u o 0 o v r -.1P1 • Truss PLATE Ilautolc PA/L - t9P1 1141101Tt4. OCILm sPECI11LAtlOH Pop TAJ00 cats11IDcitum Y SPACiNA 24.0" IRUSS GRACING/BLOCKING DETAIL THIS ONG PREPARED FROM COMPUTER INPUT (TOADS 6 DIMENSIONS) SUBI(I11(D BY TRUSS MFR. TIdW nRACING/DLOCKING PHAIL (AT SUPPORT) NOTE: BRACING DESIGF[D TO STABILIZE 1RUSSES, AND HAS NOfBEEN DESIGNED TO RESIST LATERAL SHEAR LOADS, _ 1 (A) 2X4 13 IIEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH NI111 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 00111 ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. , 1 (N) 11EIGNf OF TRUSS AT SUPPORT. A\ I IlkIt] SECTION S -S TRUSS (0) 2X4 II.F. /3 OR BETTER DIAGONAL BRACE. APPLY 111 PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII TO EACII OVERLAPP111G TRUSS USING (2)-16d NAILS AS SIIOWN• BRACE NAY BE LOCATED ON EITIIEfi FACE OF VERTICAL. (P) STEEATIIING APPLIED TO TOP CHORD. (L) LOADS AS INOICAIED OU TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.011 OR LESS, DIAGOIIALS flOT REQUIRED. B v APPROX. 45' (BB► OLOCKING TO BOTTOM CIrRD OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF BOTTOM CHORD. PLT TYP. Have TPI -95 Desi n Criteria: TPI-95(STD 18.2c3 " CA/-/I/-/-/R/- O O O WARNING— 11I Sf[f R[OVII( If II[Ml CAI( 11 lA1R 'C AT NANOL IN G. SNI►PING• IRSIAIIING AND Q O TRACING, a{[A 10 Mn•f1 (MANDl1AG INSIAIUIO AND BRACING[, ►UBIISHIO 1Y ITT (TRUSS PLATT I(AF0. Wl f10 OINIAG 1CHORD ISHALITAIROP[RL7CIICIS KAIIACH(D �c`E$SIO TC LL REF R427 CIIOIS. VW $$ OIN[AVISISIRDICAI(O.ON. IM[SI lYNIOR TOP NAT[ SIAUCIUAAI IAN(l S. Cy ' C TC DL DATE 1/12/94 O IOIION CHORD SMAII NAY( A ►R0/(RL► AIIACH[0 RIGID Cl[IING. O " 1MPORIANI•• IV4115M A CO►Y OF THIS 0[SIGN 10 IH( INSIAItAlION CONTRACTOR. Al►IN[ (NGIN((R(D lv4 y OC 6L ( L O T,J'((--��� ►A OD VCif, INC. fN All 100.1'.1.1.1 (S►ONfIBI[ {ON ANY D[1141101 FROM IMIf 0[SIG N: ANT IA1l UA( 10 O l,7 �1L IVIlO IN( 1RYSS[f 11 CAIC( YIIH 111: ON fABRICAIIAC, NANO LING• fM1/►IND. INSTAII ANION OR ARACING OF ►IOSS(S. INIS 01SIGO CON,OIMf YIIH APPtlCA1L( ►ROTISIONS uj w 6��1 * L L R (\� `\i OF ■OS (NATIONAL OISIGN IPICIF ICA 1101 IU111SNID 1f IM( AMERICAN FORISI AND PATIN ASSOCIA1101[ AND 1►I. Al►IN[ C0 AN,C101! AA( 810( Of IOGA ASIM Afll GIT! GAl Jr !• T 0 T . L D . D RN 3.048,634 Q 1 \ U1J lJ Q Q 1, f11 [l, (1C[PI A3 NOIR D. A►IlY COMM(LIORS 10 (ACM {A(( OF IN VSS. AND YNl(11 OIN[IVI.. IOCAI(0 ON 1M If DI SIGN, POSITION CON 11(100.5 ►IR Q DIAYIIGf 170. ISO !ND 110 A•!, AN (MG111[1'S S(AI ON "Ill CIV,\ �\ f �• tQ� l�f D UR .FAC . C A -ENG / C W C GIAVING A//ll(S ONL1 10 IH( D(SIGN Of TNI IAUSS DIIICI(D Hill AND SMAII 101 1[ R(1110 Y10N IN ANT DPNH YAY. Qf C��'\` SPACING S E E A n 0 V E (HERC0501-MALAMAR / LOT 9 - Al 22'4' C TOP CHORD 2x4 OF -L #1 OT CHORD 2x4 DF -L #1 N WEBS 2x4 OF -L Standard gn-.'LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. N CID W ' E.] E-• U - A O W A W CYr W W z WC.7)(4(RL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - z �c2-0-OBN� L.2 -0-0->j Q L� 11-2-0 I 11-2-0 Tom; J 22-4-0 Over 2 Supports I R-841 W-3.5' R-841 W-3.5' Wave TPI - ALPINE A4iaw&ce sd Primitz8b, I= CA 9M Sanfinow Criteria: TPI 'YARNING— ,— PLATE — BRACING. NtFER TD IIB•91 (MARBLING INSTALLING AND BRACING). PUBLISHED BY TPI (71033 EISTITGIE. S0 1 D'ORDFRIO ON.. SO ITE 200. MADISON. YI SR119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FORCTIONS. UNLESS OTMEAIISE INDICATED. TOP CHORD SHALL HAVE PIOP(tlY AT ACHED STNUCTRRAL PANELS. BOTTOM EMOID SHALL HAYS A PiloPitti ATTACHED 0.1.10 CEILING. "IMPORTANT" FURNISH A COPT OF THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ERBINEEAE PRODICTS. INC. SMALL N07 BE RESPONSIBLE FOR ART OETIATIOI IRON THIS DESIGN; Ant FAILURE TO BUILD TME TRUSSES IN COMFOt_NAICE VITN TPI: Ot FABRICATING. HANDLTAG. SHIPPING. INSTALLING AA f►ICIF ICATIOR1log OF OPUHIISNEDTOf _BT TN[SIGS CONFORMS AMERICAN OtESiTI APPLICABLE AtO PAPER ASSOCIATION)SOf 106 AID T►I. `NALPINE OLf1G LACREf.ItSOP TIIDSf[ AND U1 (OGA SSTOTMtJIYtSEAI CAT(D ON0 GLLV. ETHISEDESIG XCEPT ASPOSITION CONNECTOR I PERAPPLY TO NESPOIRING SIBIIITY SOLELYTFORSTHE TRUSSAL ON ICONPONENT DESIGNDRAMING SHOWN ACCEPTANCE SUITABILITY AMD USE ENGIOFETHIS COMPONENT FOR AMY PARTICULAR BUILDING IS TIE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MSI/TPI 1.1993 SECTION 2. Ai +8-0-0 W. TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF aos BC LL 0.0 PSF 5 200 * TOT.LO. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.25"/Ft. REF R427--82150 DATE 05/05/00 DRW CAUSR427 00126005 CA -ENG AEB/GWH SEAN - 10533 FROM GA ucDrnrnT=MAIAMAR I LOT 9 - A2 22'4" GIRD) 11115 DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 OT CHORD 2x6 DF -L SS �WEBS 2x4 DF -L Standard :W5 2x4 OF -L #1: cI Lt Wedge 2x4 OF -L Standard::Rt Wedge 2x4 DF-L'Standard: (PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cx:),DDITIONAL LOADS cx:)X - From 326 PLF at 0.00 to 326 PLF at 9.00 (C) o IC - From 518 PLF at 11.00 to 518 PLF at 15.00 (H) zJC - 969 LB Conc. Load at 10.00 (H) BC - 129 LB Conc. Load at 16.00 (L) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD: (L)SIMPSON LU24 (C)SIMPSON LUS26. (H)SIMPSON HUS26. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-2000. W7X8w W6X6 io W5X4 W3X6 0 6 r W5 to 0 c>~ W7X6(C9) ra w tx w w W3X10( 9) = W5X4 M W6X4(R) W W7X8(R) M W4X1 cz HS412 = w Q 11-2-0 1 11-2-0 J BEARING BLOCKS: NAIL TYPE: 0.131x3.0_9_118ils BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12" 12 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00. OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. CO) = es 22-4-0 Over 2 Supports J R-4537 W-3.5' R-3041 W-3.5' T TYP. High rs A. 0-0 � 2 RAI IG DE -FAR EW'- . th.Wave TPI -95 R Des1 n Criteria: TPI STD CA - 1 - - R '•YARNING" T0.USSL5 RFOOIIE EITHER' CAGE IN fANRlG710N. MANDL1f6. SHIPPIRB, IIS7ALltI6 AND BRACING. IEFER 10 NIB -91 (NAIDLINB INSTALLING AND BtACING), PUBLISHED By TPI (TRUSS PLATE YI OT19). FOR SAFETY PRACTICES PRIOR TO F� A _ a�w w TC LL 16.0 PSF T C D L 10.0 P 5 F IN$1 IT. 7E. SBD D-ONDFA ID DRS. .. SUITE f00. MADISON, TOP ATTACHED [SMALLLNNAVESA V'p' PEIjF0111t11G THESE STRUCTURAL PANELS`OBOTTOM CHORDNCT 01 PROPERLYOATTACHED NIC D CEILING. ALPIIE ENBINEENED BC DL 7.0 PSF '•IMPORTAIIT'• fURNISN A COPT OF THIS OESI6N TO TIE INSTALLATION CONTRACTOR. PRODUCTS, INC. SNAIL NOT 0E RESPONSIBLE 104 AB► DEVIATION FROM TRIS D(SIGN; ARI ►AILURL 70 INSTALLING ANO B C L L 0.0 P S F BUILD THE TRUSSES IN CONFORMANCE WITH TPt; OR FABRICATING, NANOLIRQ. SHIPPING. COIFOIMS WITH APPLICABLE PROVISIOIS OF RDS (NATIONAL DESIGN P BRAClN6 Of 711USSEf. THIS DESI6II GTI OI PUOLIINED BL THE AMENICAX FUNEST AND PAPER ASSOCIATION) AND TP1. AL►ItlI May 05 2000 TOT. L D • 33.0 PSF SPECLFI CONN[CTOIIS ARE MADE 0/ LOGA ASTM A653 GR40 GALT. STEEL. ECCEP7 AS NOTED. APPLY CONNECTORS TO EACH FAQ OF TRNAVE AND on OTHERWISE LOCATED ON THIS OESIBR. POSITION CONNECTORI PER ACS �C� �/ CIY11. DV R .FAC . 1 . 2 5 160 A•I. THE SEAL OR THIS DRAWING INDICATES ACC[ITANCE 0► PROFESSIONAL fNGiNE[IIIi THE SUITABILITY AND Of nII SPACING 24.00 PARTICCUULAR BUILD( G 7-69 TRUSS O IS THE7RESPONSIBILITV OF THE BUILDINGOES16R[RDESIGN $HOwR- SEPER NTIFOITAIVLELY CON►ONEOF AIA/TPI 1.199S SECTION I.. Scale-.25'/Ft. REF R427--82751 DATE 05/05/00 ORW CAUSR427 00126016 CA -ENG AEB/GWH SEON - 10626 FROM GA (RERC0501-MALAMAR / LOT 9 - B1 20' COM) STOP CHORD 2x4 OF -L #1 IOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ri ?LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 00r 0 o - W4X4 ¢ E� v - ra 0 c+e o.. A _ C-1 a2.5X4,.._, — ""JAI — z W3X41a z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00" DC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4(Al) - z IG2-0-0.', ¢ 10-0-0 10-0-0 20-0-0 Over 2 Supports- � R-652 R-772 W-3.5' PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(S ••WARMING" TRUSSES REOUIRE EfTAEME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLIRG MD BRACING. REFER TO 0I8•91 (HANDLING INSTALLING AND BRACING). POOLISHED BY YPI (TRUSS PLATE INSTITUTE. Si1TUTE. SBD O'OIOfN1O Olt SUITE 200. MADISON, NI 53719). FO4 SAFETY PRACTICES P0.1OR TO E INDICATED. 70 STRUCTMURAL ►AIIW. MOTIONSCHOORDESSMALLMNAYtSA PROPERLY ATTACKED RIGIDP CHORD A Cf ItIN6,LL RAVE PROPEBLY ATTACKED PRODUCTS. INC. SMALLINREI OTAOf RESPONSIBLE FOR COPY OF 1111S AMY OENIATIO1To THE INSTALt FROM 791SATION TOULGN; AtlYNE/AIIOREE BUILD TILE TRUSSES 11 CONFORNAYCE WITH Y►I; OR FABRICATING, HANDLINS. SX IPPIN0. INSTALL INS Al ALPINE BRACIM6 OF TRUSSES. THIS DESIGN tOtfONKf PITO APPLICABLE /1O/1SI0N4 OF RDS (NATIONAL DESI so ICI►3tATI0. I,BLIStlW 'BY YH[ MEllCA1 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ElniCnE►ACE OFRTROSSF OAND YIEfSTOTYERNI SEfLOCATED ORSTEEL. THISEXCIPDESIYN.SPOSITIOtl CONNECTOR S PERNOTED. APPLY S TO ONANIACS IKO A•t. TH[ SEAL 01 THIS DRAMfY6 is AN ACC[PTANCI 01 PRBFESSIONAL ENGINEERING w1., II_�1 RESPONSIBILITY SOL[lY FOR IRE TRUSS COMPONENT DESIGN SMDYY. THE SUITABILITY AND USE OF THIS ryr�$BGN4m1q p I-. c�(/TPlt LF19PSNSECT1OICULAR BUILDING IS THE RESPONSIBILITY OF THE OUItO1MG DESIGNER. PER -0-0 ,&J FTE CI L 'f-qI N A' CAI-/l/-/-/R/- D W. �� TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 05 2000 * TOT.LD. 33.0 PSF YVI1. �P POUR.FAC. 1.25C.A, PACING 24.0' Scale-.25°/Ft• REF R427--82752 DATE 05/05/00 DRW CAUSR427 00126006 CA -ENG AEB/GWH SEAN - 10545 FROM GA (HERC0501-MALAMAR / LOT 9'- [PGE)C1 31'6" PGE TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: =1T CHORD 2x4 OF -L #1 ,fir, WEBS 2x4 OF L Standard -aLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, J-oTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS o AND STUCCO (10 PSF) ON ONE FACE. REFER TO DETAILS co CD122 OR CD123 FOR GABLE REQUIREMENTS. z<LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24. OC. E— E— A A w a ma C-:3 W4X4 (A2) a g3xs z w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC a 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X6 - W3X6 - W2,5X4 ft W2.5X4(Al) - w 2-0-0 z Q I R 0 O 0 O CV ME 15-9-0 I 15-9-0 -I J 31-6-0 Over 2 Supports I R-969 R-283 PLF W-11-9-8 Note: All Plates Are W1.5X4 Except As Shown. Desi LI. riteria• PLT TYP. Wave TPI 95\R 1 IN FABRICATION HANDLING,SHAFFIXU- III ALPINE CA9Iec. -YARNING-- TRUSSES REQUIRE ERTRERf CAR BRACING. REFER TO RIO -91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED By TPI (TRUSS PLATE INSTITUTE, S93 D'OMOFRIO DR.. SUITE 200. MADISON. N1 S]7l9), FOR SAFETY PRACTICES PRION TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGLD Cr It IRS. '•IMPORTANT•- FOANISB A COPY OF THIS DES161 TO TRE INSTALLATION CONTRACTOR. ALPINE ERGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM IBIS DESIGN: ANY FAILURE 701 BUILD THE TRUSSES IN CONfORMANC4 WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AHD BRACING Of TROSSES.THIS DESIGN COMFORRS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DtSIiN SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE APPLY EACH F ONS TNH�E OF EVA OTN[t ISEA0 GALV- LOC TED OMEEL. EICEPT AS NOTtO- THIS DESIGN, POSITION CONNECTORSR/ BOAS TO DRAWINGS lBo AAC •I. Ttlt SEAL ON TRIS BURNING INDICATES ACCfPTANCf OF PROFESSIONAL EMGINEERING RESPONSIBILITY SOLILT FOR THE TAUSS COMPONENT DESIGN SHOWN. THE SDITANILIIY AND USE 0i THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. +8-0-0 ANG €SEP 7�4 '. Scale -.1875'/F_t. REF R427--82753 DATE 05/05/00 DR W CAUSR427 00126007 CA -ENG AEB/GWH SEQN - 15712 FROM GA CA - 1 - - K - lW. TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 05 2000 * TOT.LD. 33.0 PSF ivlt- DUR.FAC. 1.25 SPACING 24.0' Scale -.1875'/F_t. REF R427--82753 DATE 05/05/00 DR W CAUSR427 00126007 CA -ENG AEB/GWH SEQN - 15712 FROM GA (KERC0501-MALAMAR / LOT 9 TOP CHORD 2x4 DF -L #1 OT CHORD 2x4 DF -L #1 co WEBS 2x4 OF -L Standard -21-r- CAMN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. c�;'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC., 00 CXD 0 H V '�- A O a W A W a W z W4X4(A2) W (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. Gz W5X4 0 O 0 O N Ts, I� W3X8 a I15-9-0 15-9-0 31-6-0 Over 2 Supports R-1035 W-3.5' R-1148 W-3.5' PLT TYP. Nave TPI -95 RTo Desi n Criteria: TPI STD ••MARDLING X iRG•• TRUSSES REOOIIE EXTREME CARE IN iABNICATION, MANDLIMB. SRIPP IY6, IMSIALL INC AND W. N� IRACIRRST 1101E ,TE pESBS OOONOFRIO DR010 fl�NSU YT 200INSrANADLSON„LLING DVIRAC63119).PUFDASSAFETY PRACTICES PRIORHED BY TPI (TRBSS TO PERFOAMIN6 TtlESE ►UNCTIONS. UNLESS OTHEIVISE INDICATED, TOP CHOND SRAM NAPE PROPERTY ATTACHED STAUCTONAL PANELS. BOTTOM CMOND SBALL HAVE A PROPERLY ATTACRID RIGID CEILING. •-IMPORTANT•• FURNISH A COPY Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI DESIGN; Al I A[ ENG INE0. PI,LOiRUSSESA/N CONFORNANClL NOT BE ORITMLE FOR TPL OR�FABRICATIRGY HANDLINGFROM . SHIPPING- INSTALLING OOE ALPINE SPIclotCEf1CAFTIVISTION OGLISNEOTBTS01 TIEDESIGN ANERICAN FORESTTAPO PAPER ASSOCIATIOLi N LS OF NOS AND TPI. (NATIONAL ALPINE DES: ay 05 2000 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO t EACH FACE Of TRUSS, AND UNLESS OTH[1Y15[ LOCATED ON THIS DE516A. POSITION CONIECY00.S PER ,p ORAYINGS 160 A•I. TRE SIAL OR TRIS pRAYIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING % CNIL RESPORSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDNR. THE SUITABILITY ANO USE OF IN 11 CF♦,�.1 AIp� 9 •I^ COMPONENT FOA All PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER Somiumin.AR SI/T►1 1.195 SECTION 2. +8-0-0 CA/-/l/-]-/R/- TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR JAC. 1.25 SPACING 24.0” Scale .1875"/Ft. REF R427--82754 DATE 05/05/00 DRW CAUSR427 00126008 CA -ENG AEB/GWH SEQN - 15714 FROM GA irnrnrni-MAIAMAR I LOT 9 - C3 31'6' GIRD ITOP CHORD 2x4 DF -L #1 �)T CHORD 2x6 DF -L #2 :82 2x6 DF -L SS: WEBS 2x4 OF -L Standard :W6, W8 2x4 OF -L #1: iLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cL DDITIONAL LOADS cx3 C - From -111 PLF at 13.00 to -111 PLF at 19.00 (C) � C From 559 PLF at 19.00 to 559 PLF at 31.50 (H) 0 zl1EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD:- (C)SIMPSON LU24. (H)SIMPSON HUS26.. CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-2000. W5X8 Ns W5X12 W2.5X4 -0 6 F— (A) E=• o (A) A) 0 cs: - Y1. A w Rx z W3X4(A1) a W1 .5X4 nl W2.5X4 W5. W4X6 s z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. BEARING BLOCKS: NAIL TYPE: 0.131x3.O_g_naiTs BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 19.708' 1 15' 17 BEARING BLOCK TO BE SAME SPECIES, SIZE 8 GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00. OC. 10 PSF BC LIVE LOAD PER UBC. W5X8 e —16 (R) M -` W3X10 * W6X8(R) M W3X10(B3) w _I 12-0-0 -19-1 Q L I 15-9-0 -I 15-9-0 MEE J i -a31-6-0 Over 3 Supports R-466 R-5469 W-3.5" R=3038 W-3.5" TYP. Wave TPI - ALPINE CA 95828M. IV - G3 +8 -0-0 OiNG A"0 o I- ritj ver) Desicin Criteria: TPI(STD CA - R WARNING •• TRUSSES REQUIRE EIIRENE CAA! It ►AOII CA TION. HANDLING. StlIPPINfi, INSTALLING ARO B1ACIlG. NO[N TO RID -91 (KANDIUL INSTALLING AND BRACING). PUBLISHED BY 1P1 (TgIS PLATE FOR SAFETY PRACTICES PRIOR TO -, n w (7r TC LL 16.0 PSF TC DL 10,0 PSF INSTITUTE. SBS O'ORDFRIO OR.. SUITE 20D. MADISON. YI SOF H MAY ATfACMfD ISE INDICPROPEATED.LY UNLESSLTRC,PlO►FRIT TACNEDOR16MALL S1R6CTUTAL PANELS. FUNCTIONS. ND SHALL HAVE A COPT OF TN16 DESIGN TO TRE INSTALLATION CONTRACT01, ALPINE ENGINE(RE B C DL 7.0 P S F .IMPORTANT-- FURNISH PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DET NATION /ROM THIS DESIGN; ANY ALLINGE 7 FABRICATING, HANDLING, SHIPPING- TNSTAILIRR P 0 BC LL 0.0 P S F 11111.0 TYE TRUSSES IN CONTOl11ANCE WITH TPI: 01 BRACING OF TRUSSES. THIS DESIGN CORFORNS PITO APPLICABLE PROTISIONS OF RDS (NATIONAL DES THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO ttl. ALPINE * Hay OS 2000 * TOT.LD. 33.0 PSF SPECIFICATIOR PUBLISHED BT CONNECTORS ARE MADE OF NOSA ASTM A653 6140 GAIT. STEEL. EICEPT AS RDTED. APPLY CONNECTORS TO AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CORRECTORS PER ,p D UR .FAC . 1.2 5 EACH FACE OF TRUSS, DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCE►TARCE OF PROFESSIONAL ENGINEERING fOIELY FOR THE TRUSS CONPONEIT DESIGW SIgWN. TYE AND USE OF THIS P[4 %�4' F0�`" SPACING 24.0" lE3PONSIBILITY BUILDING DE COHPONEIT I" ANT PARTICULAR BUILDING 1S IRE RESPONSIBILITY OF TME BUILDING DESIGNER. ANSI/l►1 1.1955 SECTION 2. Scale .1875"/Ft. REF R427--82755 DATE 05/05/00 DR W CAUSR427 00126017 CA -ENG AEB/GWH SEQN - 10628 FROM GA (HERC0501-MALAMAR / LOT 9 . TOP CHORD 20 DF -L #1 �.)T CHORD 20 DF -L #1 WEBS 20 DF -L Standard ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cl- 0 Co 0 z W2.5X4 a tnI W4X4 (R) $ 6i Fa a �� µ �- w W2.5X4(Al) W1.5X4 W z z W04 - m E3 W5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 2W2.5X4 a W3X6 s -1 6 W1.5X4 0 +8-0-0 W3X8 a W3X6= W2.5X4 » W4X4(A2) - BLUING ` � 6-1-12---� 17-0-017-0-0 � s� 34-0-0 Over 3 Supports I TA if I—PILA/leto), R-18 R-1334 W-3.5' R-995 W-3.5' PLT TYP. Nave TPI -95 R Desi n Criteria: TPI(S' TRUSSES REQUIRE EETRENE CARE 11 FABRICATION. NAIDLING. SHIPPING, tNSTAI LING A10 BRAtlNC. RIFER TO NIB•!/ (NANOLIRG INSTALLING AND BRACING). PUBLISHED ST TPI (TRUSS PIAT[ INSTITITE. SBR TODION DR.. SUITE COD. MADISON, NI S)/I!). F04 SAFETY PRACTICES PRIOR TO PERFORH116 THESE FUNCTIONS. 11LISS OTHERYISE 11D1CATIO, T01 CHORD StlAll HAVE OIOPEQIT ATTACHED STRYtTORAI PANEL S. BOTTOM CHORD S1ALL HAVE A PROPIRLY ATTACHED RIGID CEILING. -IMPORTANT" 10R11SH ► COPY Of THIS DESIGNATO DEPT ATIONIiRONNTNI3T0(SIBI; ALPINE EFAILUREETEI PRODUCTS. TIC. SMALL NOT BE RESPORSIBLE FW BUILD THE TRUSSES 11 CONFORMANCE VITW TPI; OR FAIRICATIIC, HANDLING. SNI►PIRG. ATIONALIHG ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE P3ATIO013 OF EDS (NATIONAL OESI 51ECIFICATION PUBLISIED BT THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE Oi 208A ASTM ABS) BRtO BAIT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO PER EACH FACE Of TRUSS. ARD UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSIT NOR ESSCONIECTOIIS GIN DIIAYINGS 160 A -I. THE SEAL OW THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING G�,�.�1 RESPONSIBILITY SOLEU FOR THE TRUSS COMPONENT DESIGN SHOW" THE SUL TABIIITT AND USE Of TWIS �$pQ -c CA S CONPONA%SIjTPIT1`ON, ANY SECTION ULAR BUILDING I3 THE RESPOHSIBILI TT OF TNT BUILDING DESIGNER. IER Scale -.1875'/Ft. REF R427--82756 DATE 05/05/00 DR W CAUSR427 00126009 CA -ENG AEB/GWH SE03 - 10595 FROM GA CA - 1 - - H - JipWyl ,01,116 TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF 6 BC LL 0.0 PSF y D5 200 TOT. LD. 33.0 PSF CMN. DUR.FAC. 1.25 SPACING 24.0' Scale -.1875'/Ft. REF R427--82756 DATE 05/05/00 DR W CAUSR427 00126009 CA -ENG AEB/GWH SE03 - 10595 FROM GA urarnSn1-MAIAMAR / LOT 9 - 01 34' COM TOP CHORD 2x4 DF -L $1 =)T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard rs:-ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. l ' Co 0 z v A C=> W A W Od C. -I W3X6(Al) a w2't)"4 z v z w TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 - W3X6 - - W3X6(A1) - B-0-0 DI a. 17-0-0 d I 17-0-0 ' 9if1�x J T� i -e34-0-0 Over 2 Supports 1 ® V ZO R-1117 R-1231 W-3.5• PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 ••YARNING" TRUSSES REQUIRE ERTRENI! CARO IN FABRICATION, WAHOl IN6, SNIP►TNG. IASTALl1N8 AND BRACIIS. REFER TO YIB•01 (HANDLING INSTALLING AND IIACING). PUBLISMED MT TPI (TRUSS PLATE INSTITUTE. SB$ D'OIDFRIO DA., SUITE 200. MADISON. UI S3719). FOR SAFETY PRACTICES PRIOR 10 P(IFORNING TIESE FYICT101 S. OILESS OTHERWISE INDICATED, TOP CHORD SMALL YAFE PROPERLY ATTACHED STRUCTURAL PANELS. COTTON CHORD SHALL BASE A PROPERLY ATTACHED 4I6I0 CEILING. •'IMPORTANT'• FORM S A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL SOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE WITN TPI: OA FABRICATING, HAIDLIIG. SNIPPIRG. INSTALLING AND ALPINE WfCIFICAOF TIONUPUBLISHED7BYSTHES IGN ANEAICANOFCIESTTAND PAPER ASSOCIATION)SAND TPI. OF NDS(NATIONAL DESIGN ALPINE EACHF CESOFAll TRUSS. OAID UNLESS OTRERYISE`IOCATED ON TAISEIPT AS NOTED. APPLY Of SIC,16POSITION CONNECTORS pECO0R5 i0 ORAVIN6S 160 A•1. THE SEAL ON III$ DRAWING INDICATES ACCEPTANCE OF FROFES510MAL ENGINEERING ��,,P RESPONSIBILITY SOLENT FON THE TRUSS CON, WET DESIGN SHOWN. THE SUITABIIITT AND USE OF TNI$ AIQI06 F�bwww �20�N�N• ^ SIOII TTY OF THE BO1lOIN6 DI$1BN[R. PER COMPONENT FOR All PARTICULAR BUILDING 1S THE RESPON BK1ammitDrCA 95829 A13)17►I t -199S SECTION 2. W. May 05 2000 GA/-/1/-/-/Kl- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 _Scale —.1815" Ft. REF R427--82757 DATE 05/05/00 DRW CAUSR427 00126010 CA -ENG AEB/GWH SEAN - 15725 FROM GA -(HERC0501-MALAMAR / LOT.9 - D2 34' m; P CHORD 2x4 OF -L #1 <IT CHORD 2x4 DF -L #1 o WEBS 2X4 DF -L Standard ,L -.RTES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. I 0o -r 0o 0 z W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. - 10 PSF BC LIVE LOAD PER UBC. W3X4 Ea +8-0-0 cl, 17-0-0�o •-� 11-0-0 d 28-0-0 Over 2 Supports— I I R-909 W-3" R-1043 W-3.5" W2.5X4 -0 6 F-' W3X410 V A a 3-4-3 A W 1 a W - - R - W3X4 a W: z W1.5X4 In w TC LL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. - 10 PSF BC LIVE LOAD PER UBC. W3X4 Ea +8-0-0 cl, 17-0-0�o •-� 11-0-0 d 28-0-0 Over 2 Supports— I I R-909 W-3" R-1043 W-3.5" CA7 CA - 1 - - R - Scale -.25" Ft. CL; O PLT TYP. Nave TPI -95 R De lin- n Criteria: TPI STD ^WARNING•• TRUSSES REQUIRE E1TR[ME CARE IN FABRICATION. MAIml1I6, SHIPIIRC, INSTALLING AND To Nlo-91 (HANDLING INSTALLING AND BRACING), PUOLISNED Br NPI (,noss rl►tE 10 w TC LL 16.0 PSF 0 P 5 F REF 8427- -82758 DATE 05105/00 O BRAeING. NITER 503 D'ONDfN10 DR., SOITE 100, MADISON, YI $7119). FOR SAFETI PRACTICES PRIOR ATTACHED 'DOOFRFUNCTI011S. �g01'� CS TC DL 1 0 . O N ]Iii LTOiI. PERFORMING THESE UNLESS OTHERWISE INDICATED, TOP CWOAD SHAH HAVE PROPERLT SHALL NATE A PROPERLY ATTALtlLD 1161D CEILING. 9 BC DL 7.0 PSF DRW CAUSR427 001260 1 ►ra STRUCTURAL PANEt S. BOTTOM CHORD ••IMPOIITANT•• fORN[SM A COPY Of THIS O[5161I TO TNF IASTALIATION CONTRACTOR. ALPINE EN6IHELTO INC. SMALL NOT BE RESrONSIBIE FOR ANY OEIIATION FROM THIS DESIGN: ANY FAttuRE To A 5 BC LL 0.0 PSF CA -ENG AE B / G W H PRODUCTS, BUILD TIE TRUSSES IN CONFORMANCE NITH TPP: QA FABRICATING. HANDLING. 3MIrrIN6, IISTALLIRC BRACING OF TRUSSES. 7H IS DESIGN COIFORMS WITH APPLICABLE PROVISIONS Of 10S.(NA DESL PUBIISWED 0Y TNC AMERICA FOREST 1U0 PAPER ASSOCIATION) AND FPI. ALPINE TO EA653RIC Hny 05 20 0 * TOT. LD 33.0 PSF SEON - 10548 '�ALPINE SPECIFICATION COIRECTORS ARE NAD, OF R01A ASTM SR -GALT. STEIL. EECEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND IILESS OTHERWISE LOCATtO ON IRIS DESIGN. POSITION CONNECTORS PER 9 OF PROFESSLONAL EIOIHEERII6 .{� �/�C`M D UR .FAC . 1.25 FROM GA CRAVINGS 160 A -I. THE SEAL 01 TRIS DRAWING INDICATES ACCEPTANCE COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TIPS ; 24.0 " RESPONSIBILITY SOLELY FOR THE TRUSS I A%yECi IOIC`LAI BUILDING I3 THE RESPONSIBILITY OF THE BUILOIN6 DESIGNER. PER I- CO �p$ $PACING I I CA Md-tl6 PONENT1.OR RFRCnSOI-MALAMAR / LOT 9 - D3 34' TSC' d,1P CHORD 2x4 DF -L #1 SIT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard n -ATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I <r Cao d z W3X100 W1.5X4 N W3X6 6 H W1.5X4 T3 6 r v A O o W6X8= 3 3 a W4X4 a w z W3X8(A1) 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/160.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 W2.5X4 W1.5X4 In �6 '-s-0-0 W5X6 s W2.5X4 a W4X4(A2) w JIJ1-TE ��17 2.0 0 17-0-0 ' ILLING DEP 9-4-12 11-0-0 9-1-4 15-6-0 - ��► 30 I �o Y 34-0-0 Over 2 Supports R-1231 W-3.5" R-1117 co �r o Desi n Criteria: TPI STD CA - 1 - - R - Scale .1875' Ft. PLT TYP. Wave TPI -95 R TC LL 16.0 PSF REF 1427--82759 O ••YARNING•• TAUSS(S RMUIRE ENTNIME CAR[ !N FAB RICATIDM, HANDl1AG, SNIP►IN6, [NSTAILINB AND t - O BRACING. REFER TO HIS -91 (HANDLING INSTALLING ARO BCACINN). PUBLISHED BY TPI (TAUS: OR TE �� W TC DL 10.0 PSF DATE 05/05/00 C� INSTITUTE. 583 D'ONOMIO pA., SMITE 100. MADISON. NI SJil9). FOR SAFETY PRACTICES PRIOR TO [V PERFORMING THESE FUNCTIONS. UNLESS OTBEGY/SE INDICATED, TOP CHORD SHALL HAY[ PROPERLY ATTACHED In SIRUCT/NAL PANELS. BOTTOM CHORD SBALL HAVE A PROPERLT ATTACHED RIGID CELL INR.. •-IKPOTSANI !FURNISH ABCOPY PESPOISITHIS DESIOARY THE Et IINSTALLATION MON TCONTRACTOHIS R - WIN EFAILUREETE 5 BC DL 7.0 PSF DR CAUSR427 00126012 BUANY ILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING, HAROLIN9, SHIPPING, INSTALLING A BC LL 0.0 PSF CA -ENG AEB/GWH ALPINE B1AC11C OF TNOSS[S. TRIS D[SI6N CORFoaMf YI1H APPLICABLE PROVISIONS Of RDS (NATIONAL DESI May 05 200 SfECIFICAT ION fOB. D BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * TOT. LD. 33.0 PSF SEAN - 10555 COPIECTORS ARE MACE Of FOGA ASTM A653 6140 CALV. STEEL, EXCEPT AS NOTED. OAPPLYNNEC CORNECTDRS TO EACH FACE OF TRUSS, AID UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONA[CTDRS PER .n DNAWIR65 la0 A•1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE Of PNOFESSIONAL ENGINEERING v CIV{LQ' DU R .FAC . 1.2 5 FROM G ���, 1ESPOMSIBILITI SOLELY FOR THE TRUSS COHPOIERT DESIGN SHOWN. THE SUITABILITY AND USE Of TY11 Q� SPACING 24-0* ' A�gCA 9562! IIXOL CON►ONERi Too ANY PAATICULAA BUILDING IS tat IESPONSIBILITY OF THE BUILDING DESIGNER. PER MSI/TPI 1.1995 SECTION 2. MFRCOS01-MALAMAR / LOT 9 - D3A34' TSC. cd CHORD 2x4 DF -L $1 <iT CHORD 2x4 DF -L #1 C-13 WEBS 2x4 OF -L Standard ,.-:_ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 17-0-0 IT9 PSF BC LIVE LOAD PER UBC. C3 w 9-4-12 9-1-4 1 0 z M Over 2 Supports W1.5X4 IU 1PO W3X60 W1.5X4 e"'-•cvFawz,y 6 . co AOa �r C=� Wr7X6 (R) N 3 CA/ -/l - - R - Scale =.1875" Ft. C� W4X4(A1) Q� W H �°q� c5 z REF R427 82760 DATE 05/05/00 w ,1 SyITOTE. SBS 0*Door$1* OR.. SUITE too. MADISON, YE 6371!). FOR SAFETY PRACTICES PRIOR NAYE PROPERLY ATTACNfO w z 2-0-0 TC OL 10.0 PSF THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00' -OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X6 W2.5X4(A1) - P/ A � 8�-0-0 2-0-0 �J 1 -TE c�l >r -6-0-0 a 17-0-0 15-6-0 9-4-12 9-1-4 1 I34-0-0 Over 2 Supports 1PO R-959 W-3.5" R-1493 W-3" 97 co �r C=� CA/ -/l - - R - Scale =.1875" Ft. C� PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD •WARNING" TRUSSES REQUIRE ETTIEME CARE IN FABRICATION. HANDLING. SHI►FEMA. INSTAL L16G ARD BRACI RC. RE►ER TO I!H•fl (HANDLING ItlSTAllIR6 AND BRACING) PUBLISHED Or TPI (TRUSS PLATE TO Q� W H �°q� TC LL 16.0 PSF REF R427 82760 DATE 05/05/00 C� ,1 SyITOTE. SBS 0*Door$1* OR.. SUITE too. MADISON, YE 6371!). FOR SAFETY PRACTICES PRIOR NAYE PROPERLY ATTACNfO TC OL 10.0 PSF N PERFORMING THESE FURCTEOIS. IRLESS OTHERWISE INDICATED. TOP CHORD SHALL STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPEILY ATTACHED 41410 CEILING. BC DL 7.0 PSF DR CAUSR42I 00126013 L.['i To THE FROMTNI STOE516R: ALPINE •-impo TANIRC. SMAIIURSIIOTSH ABE �ESPOYSIBLI rOIGHANY DEVIATION H FAIIIIEETO INSTALL 110 ABD 5 B C LL 0.0 PSF CA -ENG AE B / GW H 1U1LD THE TRISSES IH CONFOIIMANCE MITI TfI: OR tABtICATIMG. HAM0tll6. SNIPPING. PROVISIONS of MDS (NATIONAL OE516 SIACIRO OF Ir BT 71E .111CAH 101 ST AMD PA►EI ASSOCIATIDR) AMD To THIS DESI6R COAFDIMS W1TM AFFAPERALPINE ay 05 200 * TOT. LD. 33.0 PSF SEAN - 10563 ONOSSE!. SPECIFICATION ?1"! STEEL. tNtEPT AS NOTED. APPLY CORI[tTD0.S TO V�ALPINE CORRECTORS ARE RADE OF 20CA ASTM A663 6110 "LI. EACH FACC OF TIISS. AND UNLESS OTHERWISE LOCATED OR TRIS OESIBN, POSITION CONNECTORS PER ORAY1NA 160 THIS TN[ SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIGIMEEIING TYiS .l\ cm- %' pUR. FAC. 1.25 FROM GA A1,,.,. L_ RESPONSIBILITY SOLELY FOR TIE TR/SS COMPONENT DESIGN SN091. THE SUITABILITY AMD USE OF Alp= f w h � COSE/TPITIIllA SECTI0NC2Lu BUILDING IS THE RESPOSSIBILITT OF THE BUILDING DESIGIER. PER SPACING 24.0 " UVDrnSnT-MAIAMAR / IOT 9 - E1 11'6' COM; P CHORD 2X4 DF -L #1 Z::Z-T CHORD 2x4 DF -L #1 �:' WEBS 2x4 DF -L Standard o-:.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. —P , 00 E-• V 9= O LY Q.. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - -(�p-D-D ' N7 , APPRO)VEFL) CA 1--K- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 0 * TOT. LD. 33.0 PSF �P OUR FAC. 1.25 SPACING 24,0- Scale —.375"/Ft. REF R427--82761 DATE 05/05/00 DR W CAUSR427 00126014 CA -ENG AEB/GWH SEQN - 10570 FROM M GA S 1----2 - 0 - 0---j zW L-1-2 - 0 - 0-•--j Q 5-9-0 5-9-0 Over 2 Supports J I 111-6-0 R-483 W-3.5' R-484 W-3.5' ti .r Desi n Criteria: TPI STD O O PLT TYP. Nave TPI -95 R �vYARNING" TRUSSES 0.f00IRE [IT0.EME CARE IN fABA1CAi [ON, MAMDLING. StlIP►INC. ISSTALLIN6 AND BRACING. REFIt TO tlla•91 (MAROLIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE SAFETY PRACTICES PRIOR TO __ ^^ Qw w O INSTITUTE, 983 D•OROFRIO DR.. SO ItE00, MADISON, MI 57719). FOR INDICATED, TOP CHORD SHALL HATE PROPERLY ATTACHED N PERFORMING TIES[ FUNCTIONS, UNLESS OTNFRNISE STRUCTURAL PARA S. BOTTOM CHORD SMALL HAVE A PROPERLY ilTACRED RIGID CEILING- NEFAILOREETED 701 LFAOMNTHIST0E5160: A LA') ABEORf SPOSSIaIE FORPY OF THIS BSASY OEVIliIONAny PRDOUCTSAN INC. SNIILLTNOTSH BUILD Ta[ TRUSSES IN COtlFORMAtCE YITR IPI: OR FABRICATIRG, pANOLING, SNIPPING, INSTALLING A LP I. PROVISIONS 0/ RDS (NATIONAL DESI ALPINE D UCIN6 OF TRUSSES. THIS OfSIGS COOFORMS NfTM SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST An PAPER ASSOCIATION) AND TPI. ALPINE STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO ♦ May OS 2I CONNECTORS ARE HAVE OF TOGA AST" A653 G240 GALV. [ACK FACE OF TRUSS. AND ORIESi OTYERYISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PE0. OF PROFESSIONAL RING THE SIAL OR THIS ONANING INDICATES AC. [SEI NE ETHIS CML _— Alii- E X10. CA 9PM ,� DRAWINGS 160 A-1. THE RESPONSIBILITY SOLELY FOR THE TRUSS COH►OYENi OESI6R SBOYR. THE SUITAB II ITV AND USE OF THIS AHSIJTuTFI 1r99SNSFPARTICULAR BUILDING IS TSE RESPONSIBILITY OF THE BOIIDISC OESI GIER. PER �� -(�p-D-D ' N7 , APPRO)VEFL) CA 1--K- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF 0 * TOT. LD. 33.0 PSF �P OUR FAC. 1.25 SPACING 24,0- Scale —.375"/Ft. REF R427--82761 DATE 05/05/00 DR W CAUSR427 00126014 CA -ENG AEB/GWH SEQN - 10570 FROM M GA S RFRC0501-MALAMAR LOT 9 - E2 11'6" GIRD � r)P CHORD 20 OF -L #1 �3T CHORD 2x6 DF -L SS WEBS 2x4 OF -L #1 PL;LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS C - From 559 PLF at 0.00 to 559 PLF at 11.50 CXD o ,EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD 0 24' O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-PT99: W5X4- I H V C O LY c w O� w w z - z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete -Trusses Required EEEE�::z NAILING SCHEDULE: (0.1310.0_g—nails) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 5' D.C. WEBS : 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00. OC. C>~ L* --2 - 0 - 0-41'j ( 5-9-0 1 5-9-0 _I 11-6-0 Over 2 Supports R-3698 W-3.5' R-3698 W-3.5' L­2-0-0—� Wav ALPINE Alpice A9 Se rafz, CA9592 A Q>11 Criteria: TPI '•YARNING'• TRUSSES REQUIRE EXTREME CARE 14 FABRICATION . NANKING, snlrr lHu, ,eauu•.•a .-- TE INSTITDIE,RESW D'ONOFNIO FER TO NIR -13 D1.. SO NS TE 200. upaISONNO ,DNIRACSSFIY).�UFORSSAFETY PRACTICESMID IV TPI OPRIORSS ATO PERFORMING TNISE ►UNCTIONS. HILESS OTHERWISE INDICATED, SOP CHORD SNAIL HAVE PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COPY OF TITS DESIGN TO TRE INSTALLATION CONTRACTOR. ALPIRI EHGINEEREI PRODUCTS, Inc. SMALL NOT HE RESDON STILE FOR ANY DEVIATION FROM 7013 DESIGN: ANY FAILURE TO L. 11E TRUSSES 11 CONFORMANCE MITI TPI: OR FABRICATING, IAROI]NC. SHIPPING, INSTALLING AND BRACING OF TROSSES. THIS DESIGN CONFORMS VIVO APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPECIFICATION PUIIISNEO BI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACH FACESOFRTR% SE A" UNLESS of joah OTHERWISE`LOCATED ONETHISEXCEPT DESIGN. POSITION CONNECTORSPER TO CRAVINGS ISO A.I. TOE SEAL OA TNI& CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONR.THE SUITABILITY AND USE Of THIS COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY DI THE BUILDING DESIGNER, PER ANSI/TPl 1 .1!95 SECTION E. +8-0-0 '►ENG DEP 0111 RO VEL) Scale —.375"/Ft. REF R427--62762 DATE 05/05/00 DR W CAUSR427 00126015 CA -ENG AEB/GWH SEAN - 10643 FROM GA - TC LL TC DL 16.0 10.0 PSF PSF BC DL 7.0 PSF FO5 BC LL 0.0 PSF * TOT.LD. 33.0 PSF DUR.FAC. 1.25 P SPACING 24.0' Scale —.375"/Ft. REF R427--62762 DATE 05/05/00 DR W CAUSR427 00126015 CA -ENG AEB/GWH SEAN - 10643 FROM GA =4e / 12 -� 4 or greater m O. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. T Up to 32' . 4/12 15 20 15 Over 32'- 48' 4/12 1 15' 1 10 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Doualas Fir -larch SP - Seuthprn Pinp HF - Hem -Fir SPF - Spruce -Pine -Fir i i i a ---�- All lateral braces lapped at least 2 a trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A -1O Permanent �ssPs r'o. continuous ��, lateral bracing PC.- as �as specified by the truss engineering. Frame 4 _Cross bracing repeated at each end -of the building and at 20' =450 I c1y Top chords that are laterally braced can buckle togetherand cause collapse iltherm is no :liago- nal bracing. Diagonal bracing shoulc benailed to the underside of the top chord when F urlins are attached to the topside of the top chord. Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 1 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces RequiredtIK lapped at least 2 trusses. 10" or Greatelr / ;LATERAL BRACE SPACING (D,B� SPAN'. Attachment SPACING LB Required _ Frame 3 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-Fi- SPF - Spruce -Pine -Fir Continuous Tnn rhnrri All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Gr( Attachm Require( (�oo. - - TOP CHORD; rya\( Kx Top chords that are laterally braced can buckle TOP CHORD DIAGONAL BRACE I, 11 MINIMUM ;LATERAL BRACE SPACING (D,B� SPAN'. PITCH. SPACING LB , #trusses Up to 32 4 12 8 20 1 15 Over 32 - 48 4/12 6 10 1 7 Over 48'- 60' 1 4/12 5' 6 1 4 Over 60' See a reg.stered professional engineer Frame 3 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-Fi- SPF - Spruce -Pine -Fir Continuous Tnn rhnrri All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Gr( Attachm Require( (�oo. o@� rya\( Kx Top chords that are laterally braced can buckle 9 Q� ��Jy" togetherandcause collapse ifthereisnodiago- net bracing. Diagonal bracing should be nailed I, 11 to the underside of the top chord when purlins are attached to the topside of the top chord. I ;, Continuous CHORD TRUSS TOP CHORD M.TOP Lateral Brac CHORD DIAGONAL BRACE MINIMUM LATERAL i3RACE (DBS) SPAN „ ., DEPTH; SPACING, LBiM ( s) ,SPACING #.trusses nal bracing. Diagonal bracing should be nailed Up to 32' 30'. 8' 16 1 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5'1 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6. PARALLEi Continuous CHORD TRUSS Top Chord Lateral Brac Required Top chords that are laterally braced can buckle t etherandeausecolla seifthereisnodia o- og P 9 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals r1' e, sse�ntial for stability and must be duplicates both ends of the truss system. =450 Attachmer Required 20'(08 �OTrp�see Si -Pe F HF+ 2' o•c• ego 2 Ot 3 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse it there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. D o All lateral / braces lapped at least two trusses. x� End diagonals are esse`ial for stability and must be duplicates both ends of the truss system. x450 Frame 5 30° or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required - �-- A' 31/21' Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. I WARNING: Do not attach cables, chains, or I hooks to the web members. % 60° N or less TagApproximately Approximat:ly Tag Line 1/2 trusa length '/z truss length Line Truss spans less than 30'. Liffil 1AWARNING: Do not lift single trusses wish spans greater than 30' by the peak. Spreader Bar Toe In Approximately V2 to =i truss length Less than or equal to 60' Approximately to =i truss length Less than .:)r equal to 30' the lifting device until the ends of the Apprcximately \truss are securely fastened and tempo- '/a to l/A tru ss ength rary bracing is installed. Greater tlhar. 60' Tag Line In Tag Line At or above mid -height Tag Tag Line Line the truss top chord with a closed-loop Strongback/ Spreader Ear attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBal Toe In Tae In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Spreader Bar Toe In Approximately V2 to =i truss length Less than or equal to 60' Approximately to =i truss length Less than .:)r equal to 30' the lifting device until the ends of the Apprcximately \truss are securely fastened and tempo- '/a to l/A tru ss ength rary bracing is installed. Greater tlhar. 60' Tag Line In Tag Line At or above mid -height Tag Tag Line Line GROUND B. VHG BUILDING INTERIOR Frame 2 Typical hori:ortal tie member ad6h multiple atales (HT) �fruss of braced oup of trusses (EB) CAUTION: -Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similzr configurations. Consult a registered professional engineer if a different tracing arrangement is desired. The engineer may design bracing in accordance with TiPI's Pecommended Design Specification for Temporary Bracing of Metal Plate Connectey Wood Trusses, OSB -89, and in some cases determine that a wider spacing is possible. GROUND B. VHG BUILDING INTERIOR Frame 2 Typical hori:ortal tie member ad6h multiple atales (HT) �fruss of braced oup of trusses (EB) 12 —j3or 8 greater Up to 24' 1 3/12 1 8'1 17 1 12 100" Over 24'- 42' 3/12 1 7' 1 10 1 6 12.5' Over 42' - 54' 1 3/12 1 6' 1 6 1 4 Over 54' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fir ry° 00 �� ryas eh All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace -� Required Top chords that are laterally braced can buckle o togetherandcause collapse ifthereisnodiago. 10' or Gr@at@r nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. Or @g$ =4e / Attachment 111111�6 • Required PLUMB I I Truss Depth D(in) AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A. 1 60" 1 1-1/4" 1 5' 1'. 96" 1 2" 8' 108" 1 2" 9' 1 T ±y; 1 T ±'/J' L11IQi I= Length L(in) ........ Lesser of U200 or 2" L(in) Lesser of U200 or 2" ill I Lesser of D/50 or 2" Maximum Plumb Misplacement Line L(In)HIM U200. L(ft) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) U209 L(ft) ,; 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damaga to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor. erectoror erection contractor) to property receive, unload, sore. handle, install and brace metal olate connected wood trusses to protect life and oropertv. The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architectt's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical !personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Woad Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. _-Okk..— TRUSS` PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities .involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. AN rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to,installation. JRUSS,STORAGE= CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizortally should be JA supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shiftin of individual trusses. are laced in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat A bands. Do not use damaged trusses. 11A is extremely dangerous and should be strictly prohibited. Frame 1 �xv-ta•ris�x-.9�K'•�4 b�''F"r��+��i45r;...?�:rqr^.'"y+w�jji;i,.'n':.�7rr.+%7•'i=,I�'r1.ii,.=.:=t�•rid«'F�,.7-t�.:..r.*•.its:.+J;..i.'_`1--71i.•-•::..:•� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r (One form per Building) School District LE r Building Department No. A.P. Number "� """� ,J7Jrisdiction: City ©•County Property Owner 0 ;-V S I � Property Location/Address l F 12, Subdivision Lot No. .........................................:................................ 7/7 Residential Development G' Sq. Footage / No of giving Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # �! '(No foundation inspection); .......................................................................................... Commercial/Industrial } Sq. Footage New dLion (Including Exterior 1 Roofed Areas) 0C Building Depa ment Representative F Date Plans reviewed by School District Personnel) District Identification'Nor.-Le ��• (X 4chool District certifies that /J (Applicant) (Street Address) (Phone Number) r (City) (State) (Zip Code) has complied with the requirements of Resolution No. 99-00-04— by payment of $ representing -7square feet. J�AB 2926 S FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting,a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency;that this project is being reviewed under the California Environmental Quality Act (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.xls (10/98)dmm • fi M FRCZ1 HALL CONSTRUCTION INC PHONE NO. 507 455 0442 Jul. 05 2000 12:51PM P1 O�6"r Construdion, Dnc,,, Conlradors XicEaue V-S.IJ.ISO �/'-Ylakditl 3. ?iaU G:simn domes July 5, 2000 BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 Attention: Karen In Reference To: 'Lot 9, 11 Hercules Ave., Oroville, CA 95966 AP# 069-580-007-000 Tne following is a copy of the GRANT DEED recorded transfering the above named property into MALAMAR CONSTRUCTION, INC. MALAMAR CONSTRUCTION, INC. Malcolm I. Hall President '(�'�► v y ���� Ast ss go"I Office ice Box I001 • Ownton.rm, ,7%Unrie;olu SS060 (888) 872-92S6 • (S07) 4SS-0442 Sax FROM : HALL CONSTRUCTION INC RECORDING REQUESTED By MID VALLEY TITLE- & ESCROW Co AND WHEN RECORDED MAW TO: MALAMAR CONSTRUCTION, INC. P.O. BOX 1001 OWATONNA, MN 55060 ORO -C PHONE NO. : 507 455 0442 Jul. 05 2000 12:52PM P2 I I!I I!I I II I IIII I III III I llli 11 II II! 2000-00c 1 1 59 Recorded Official Records CoBBUU TEOf CANDACE J. 6RWBS Recorder ROSEMARY DICKSON Assistant 82:38PM 08 -Jun -2888 I REC FEE 18.80 I TAX 25.30 I 1 1 1 1 Myles I Page 1 of 2 f Space Above This Line for Recorder's Use Only A.P.N.: 069-580-007-000 Order No.: 179643PE Escrow No.: 179643.PE-3 GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCIJMFNTARY TRANSFER TAX IS: COUNTY $25.30 i X ) computed on full value of property conveyed, or (X] computed on full valueless value of liens or encumbrances remaining at time of sale, ( ] unincorporated area; ( ) City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby aeknowledged, MICHELLE LAURA RICHARDSON, AN UNMARIUED WOMAN hereby GRANT(S) to MALAMAR CONSTRUCTION, INC., A CALIFORNIA CORPORXrION the following described property in the UNINCORPORATED AREA, County of Ructe State of California; See Exhibit "A" attached hereto and made a part hereof. '�i'3•r .. . - a 12 STATE OF C.�kLIF � N Ci �li COUNTY OF ?//tAj �S� � On i`�n; U • ou _ -before me,-Z-L'Pr-P-00SV M- CAL'-ILLP, POTARY Pt,brtt. petsonatlY apP d �`i t G i# 1: 6- - >f A%A (L A iL1C ARD Sov personally known to me (or proved to the o c basis of satisfactory evidence to be the personfi) whose namcNGIre subscr to the within insuument and ackhowledged to me that h/sh they executed the saute in hi(he. their authorized capaciry(ics) and that by hi • he their signantrek%) on the instrument the personN or the entity upon behalf of which the person(S) a ed, executed the instrument. WITNESS my hand and official seal. This arcs for � ILCE�NSOM.CASnLLO ` Corrmisson # 1145285 (, �.�� Nolo:y➢ubrrC-CoUfornt0 S+ San FOnclsCo County ' My cwnrn. F�P;feS Jul S, 2001 Mail Tax Statement6 to: SAME AS ABOVE or Address Noted Below FROM : HALL CONSTRUCTION INC PHONE NO. : 507 455 0442 Jul. 05 2000 12:52PM P3 DESCRIPTION THE LAND REI'I;RRED To HEREIN IS SITUATED IN THE SA, TAT- or CALIFORNI COUNTY Or DUTTE, ANIS IS D171SCIZIBED AS FO N r - LOT 9, AS S1(OWN ON THAT CERTAIN MAP ENTITLED, WFIICH MAP WAS RECORDED IN THE OFF ICE OF TIME RECORDER "LAKERIDGE VILLAGE", OF TILE COUNTY OF BUTTE, STATE Or CALIFORNIA, ON OCTOBER 28, 7981, IN BOOK 8S Or MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15, EXCEPTING THCREPROM ALL MINERAL INTERESTS AND RXGIITS IN TiIE PROPERTY Or WHATEVL.-R KIND, EXCEPTING THE x'OP 500 FEET THEREOF AND THERE SHALL BE No RICHT Or ENTRY ON '. HE SURI'AC(:' Or SUCH PROPERTY TO EXTRACT ANY SUDST11NCl�s 7'1I1'REFROM AS RESERV1rD IN DEED RECORDED JULY 2�, 19p0, IN BOOK 253G, PAGE 3G3,-OrrICIAL RECORDS. APN 069-5£30-007-000 l AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 Recorded OfficialRecords Count BUTTOf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:50PM 21 -Jun -2000 REC FEE 7.00 CONFORM .00 CONFORM .00 Maureen Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL MINERAL INTERESTS AND RIGHTS IN THE PROPERTY OF WHATEVER KIND, EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OF ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES THEREFROM AS RESERVED IN DEED RECORDED JULY 29, 1980, IN BOOK 2536, PAGE 363, OFFICIAL RECORDS. APN 069-580-007-000 Date PROPERTY PROPERTY OWNERS: M&10 -mar &-54ryz 1oh . r%C . �res�.deh� State of Cagornia County of On before me, personally an eared ersonally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. AMMA D. MAWLM Signa eat: .00i m g119182S-wr cPs1 l Pubic Bute county,. A.P. # - `'1 `� MYcom bq% M. t6, 2002 CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT I I Im-wrrlW) /l ,r /'UL, -U � hereinafter referred to as "Applicant", being the property, owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: --A-- �qAa," ` w � A. P.#: (Q -1 ' Q — 0 1 Subdivision:Lj"V Lot#: -_Block#: PProperty Annexed ❑ Property Not Annexed ' ❑ Property Annexation in Progress No. of E.D.U.'s this permit: Multiplication Factor: I Kind pf Service: `Monthly Charges: Io -j' .45 Residential (Residence of Owner Connection Fee:00 ❑ Rental (single family)s E]Rental (duplex) ❑ Apartment SC -OR Facility Charge: * ❑ Industrial_ _ 00 ❑ Commercial Total Amount Payable This Permit: �,�j 2. L:; ❑ Site plan reviewed ❑ Jobsite reviewed Re The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and cfiarges as are est5blished'by District from time to time.--'- A2; ime.--' Signature of Applicant ' P. 0. V I OSI , C)-,,)C,crnnla� H N Mailing Address of Applicant S 5% D, Name of Owner if not Applicant Mailing Address of Owner Phone # of Applicant: ID 1;� D S Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall be accomplished by District staff. - 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final inspection. Payment received by: rr--5--,, Date: Z Z� Receipt # JZ ❑ CASH CHECK #. a3�s- LAKE 0 By: 16 $ 1, 1,5- IS Permit 'Monthly charge payable at the current rate at time of connection. LLE AR -FA P.U.D. 3J 2000 IN ❑ APPROVED NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: c)(3 — & 8 7 2 Date: Genera/Information AP# Owners Name: Q) N) ST2U LT'1 d Parcel Acreage: Owners Address: Building Site Address: U Ll� S Proverfy Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home JB SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: P' 1 5D L Date of Zoning Ordinance: —8 q General Plan: A P, Side O Development Agreement: Use Permit: Side street Variance: Parcel Is In: Land Conservation Agreement ? No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan & No ❑ Yes Violation Area No ❑ Yes Specific Plan n No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone N No ❑ Yes, check use Floodplain M I No ❑ Yes Zone: I_ Panel Number: V C_ Watershed Protection Zone ® No C] Yes Pr000sed Use Complies With• ® General Plan ig Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other M Other Zoning Code Street & Highways Fire Prevention Subdivision Ma Front 5D L Side O Side street SC) Rear 30 Heioht Permit clearance Environmental Health imu+c• Septic Permit Review: Agriculture Affldavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ?arcei Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: LAi< re '�11L11aG Map Date of Recording: 10- . Lot:.- Ot Block: _ Book: � � Pager I I onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other :eneral Comments: vJ AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY'CENTER DRIVE OROVILLE, CA 95%5. COPY of Document Recorded 21 -Jun -2000 2000-0023064 Has not been compared vith original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LAKERIDGE VILLAGE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1981, IN BOOK 85 OF MAPS, AT PAGE(S) 11, 12, 13, 14 AND 15. EXCEPTING THEREFROM ALL MINERAL INTERESTS AND RIGHTS IN THE PROPERTY OF WHATEVER KIND, EXCEPTING THE TOP 500 FEET THEREOF AND THERE SHALL BE NO RIGHT OF ENTRY ON THE SURFACE OF SUCH PROPERTY TO EXTRACT ANY SUBSTANCES THEREFROM AS RESERVED IN DEED RECORDED JULY 29, 1980, IN BOOK 2536, PAGE 363, OFFICIAL RECORDS. APN 069-580-007-000 Date �p� �� PROPERTY OWNERS: State of C4ifornia County of \� Ml0-10-r►%ar Con54VU'dion , ti . before personally appcared_ �-I\\\ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ARGEiA D. MAft= Signa \ eal: omm 011 gms Mfr CPsi RoM RdAc Butte COU*. Cdffomta A. P. # - `"�� � MYCMIM Exp. SM. K 2002 MICHAEL MOONEY 5AM4DRONEAvE. CIVIL ENGINEER ORopmLE, CA 95966 RCE 20647 (916) 533-2131 Butte County August 15, 2.000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Apn 069-580-007 Permit # 00-0892 v This 'is to propose a solution for holddowns at over height stem walls. I propose -to use Simpson CMST Strap spliced over hold down strap. CMST strap should extend at least 18" along double studs (required), and lap over strap hold down at least 18". Hole pattern is same for straps allowing this configuration. The maximum allowable force for the CMST strap is 9640 lbs. for the 12 ga. strap, and 6795 lbs. for the 14 ga. strap. Either strap is allowed. These forces are greatly in excess of the design forces. Thank you for your consideration. Yours, �� �P/�L Michael Mo CIVIL � My license 0-01 r ' �/:. 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