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039-370-102
039-37 GE, WLVIND. ,AGRICULTUR SAL XEMTTPERAUT - - •> CHICO 039-37-0-0e@- 00-1863_ ORCHARD EQUIPAC-NT STORAGE SAGE, MEL & KARIN - fl, a U� 1�io$l�Ja�w� �,reelaa;' LAND DEVELOPWT CONTR: UNKNtVN /, ENCLOSED SKEET NEW 5INGLE FAMILY n 039-370-49,0-100_01-2773 I J SAGE, MELVI Lj'q 1768 WALNUT TRE , CHICO �03g- 376 - oO 102 CONT: EXECUTIVE HOMES , gq,�C . MHU 11-30-01 i 7 &k loa,f `fie 039-370-080 1(D 0 01-2774 cru, y2 iltl \ 4m N SAGE, MELVIN 1768 WALNUT TREE, CHICO CONT: EXECUTIVE HOMES / MHIa-z04 )/- ami" Ln 039-370.102 02-2769 SAGE, MELVIN & KAREN 1768 WALNUT TREE LN., CHICO CONT: BLUE HAVEN POOLS POOL - MASTER #517.97 039'*,'IO2 03-0443 SAG. iv1ELVIN 1768 WALNUT TREE LN, CHIC INA LE HAVEN POOLS /6'O GAS LINE ADD TO BP02-2769 a -IN 039'370-102 03-0443 SAGE, MELVI N 1168 WALNUT TREE LN, CHICO CONT: BLUE HAVEN POOLS`� S LINE ADD TO BP024769,,.;,.' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone,flpo) 38-7541 PER n�IT-O. (Rev. 12/96) APPLICATION AND PERMIT 2/ ASSESSOR PARCEL NUMBER 031_ 370 . 10 ZONING BUILDING PERMIT OWNER�e f �, ((� T N�.'-�) SO. FT. OCC. BUILDING VALUATION D��JJ� OWNER'S LINGO REST7 (TE CONTRACTOR'J! E %_ qq CONTRACT UaNiDDR-SS IC �` (� V I..I t ( �✓ ! C�' I CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS e t n• ` LCJ D j ` Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 0Other [3 C� Describe Work: c S' j ac G r`✓ • Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 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 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. AC ,3 5¢so. FT. NEW CONST. M -COu�TLS. NON•RESID. @7.50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURFS a20 p'.00 . 0 ED Ex. Occup. APPLNS. OR ouTLETsFll(RESID. Ea 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 erformance of the work for which this permit is issued. , I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the erformance of work for which this permit is issued. My workers' compen ti,n in urance arrier policy number are: Carrier Policy Number / _ (The above sections nee of Belc6iffipleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply Wdle h'those..piovisions/ 0f X t�� ,Date /� Signature of -Applicant--o Owner �fCon ectoii❑ Agentr 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 Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $j- HAZ. p. PEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have,been paid. BY 1 - 17 PERMIT EXPIRES ON ate Receipt No. - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT " " " ...... 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 5�q,66" 03-01�-L��7 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. NOTES I i� RESIDENTIAL � 039-370-102 02-2769 PERMIT NC R SAGE, MELVIN &KARENw-�.--- - - - 1768 WALNUT TREE LN., CHICO CONT: BLUE HAVEN POOLS POOL - MASTER #517-97 SPECIAL CONDITIONS ' CHECKED BY. SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY --i USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 F I i 1 f JOB FINALED (Date) Signature J=OK* A= Not OK . = NotReatlyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch Carports; Windows -Doors 3. Sewer; Location -Test -Fall -C/0 -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearahces-Grnd-/ /Amp -Concrete Ext.; Steps -Doors -Landings 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect E 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit t 9. Health "Department Approval Date 1Q,,P umb.; Cir. Test -Water Supply Test _ Card B-1 Date Card B-1 Date L' ht Niche Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s +T 1. Zoning Requirements -Setbacks -Easements Date I I 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve-Conriector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date' Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails .4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures f 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses .s 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 POO (Plans) OK except #'s 1. et cks-Easements 2. oil Compaction -Structure Stability 3 P of Structure; Steel -Connections -Thickness Dead Men -Lining 4. EI .; Receptacles and Lighting, Distance GFI. le c , Pool Lighting; 15 Volts-GFI c.- Enclosures; Conduit Entries -Terminals -Listed E 7%_,26c.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit t 9. Health "Department Approval 4 1Q,,P umb.; Cir. Test -Water Supply Test _ 11. L' ht Niche 1 nclosure; Fencin Alarms , -C/ JA +T Date I I A-A0/Card B-1 Date PJ Card B-1 Date'"/ �'y Card B-1 �,(/(/. Date Card B-1 . =arz 2 -G J=OK 0 = Not OK = Not Applicable r = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 36. A.C. Ducts Insulation & Support 53. Property Line Firewall & Openings 37. Vent Fan, Exhaust above insulation 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits " 38. Condensate Drain & Overflow, Size & Grade 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 57. Siding -Nailing Veneer 40. Attic Access & Platform if Furnace in Attic 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone 0) 538-7541 PE49. O. ..- Ick (Rev.12i96) APPLICATIO... N AND PERMIT ASSESSOR PARCEL NUMBER 03 f 3-70 -10 ZONING BUILDING PERMIT OWNER mvittl 133%-"1-71 SO. FT. OCC. BUILDING VALUATION .OWNERS ' O RES P -7 -7^ �] uzb Q per\ U TVI ( lV\T/J-�y+�-7'� CONTRACTOR' EV J 7lC! (/�' 0� CONTRADTO 1 D &(I Y h ( 'IJ ^� - �./ CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS CJ I I� Ch Plan an ecng Fee $ ki F $ Z PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InnsDtal tion [3 Other ❑ Describe Work: I (✓Le- c.- 02 - TJ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S (401 ELECTRICAL PERMIT Fling Fee 20.00 oR LESS Main Service OO2o0A OR LESS .A 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 ip full. force and effect. ` '� i License Class LIC. NO. ( OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Performance of the work for which this permit is issued. •E? 1 have and will maintain workers' compensation insurance, as required by Section erformance of work for which this permit is issued. My workers' compo tiance arrier policy number are: 3700 of the Labor Code, fo;iJ Carrier Policy Number (The above sections lWedrfot c pleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compens tion provisions of 3700 of the Labor Code, I shall forthwi comply vision X ! ate 2' ® Signature pplicant - Ow er on Agent An OSHA permit is required for excava Ions over 5'0"deep and demolition or construction res over 3 stories in height. Main Service To i000A 46.00so NEW CONST. DWELLING OCCUP. SO W OR ADDNS. a ADC. BIDS. 3.50FT. NON-RESID. MULTI -OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES BAL @'.50 Ex. Occup. O.Aa ORA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D FEES IMP FLOOD CDF PARCEL PID HD SSUE This permit is hereby issued under the applicable provisions of the tte County C and r Resolutions to do work Indic ed bove for ch es h ve eon paid. I . By Date PERMIT EXPIRES OND.S.-B.D. Date tReceiptNo.3 CANARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L'r Butte, LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 November 13, 2001 Melvin Sage 1768 Walnut Tree Ln. Chico, CA 95928 CERTIFIED MAIL �o a Re: Administrative Permit, AP 039-370/40", Mr. Sage: Enclosed is your validated Administrative Permit No. ADM 02-06 to allow a temporary mobile home on property zoned SR -1 (Suburban Residential, 1 -acre parcels). The property is located at 1768 Walnut Tree Ln., Chico, CA 95928. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Diane Lewellen Office Assistant III Enc. cc: Land Development Division ABuilding Division Environmental Health Department of Forestry ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Melvin Sage �+ FROM: Tom Buford, Interim Director, Development Services PCS S P C6 S DATE: October 5, 2001 lot File#ADM 02-06 PURPOSE: Administrative Permit for Melvin Sage on APN# 039-37080 for a temporary second dwelling to be located at 1768 Walnut Tree Ln, Chico, cross Dayton Rd., Chico, on property zoned SR -1 (Suburban Residential, 1 -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Georgeanna Sage. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butt County Code Chapter 28A. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7.' The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. l � � l�- �i 11/ ►� � I Permittee Signature Date M.A. Meleka Date l v /�./cyf Principal Plat J[E No.278 11/05 '01 Aft 09:28 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 2 �X4 S7A)Z� N 0 J� s yuNa �,vr►�►i,JiSA77.eC- d,:?w1X17" i If LE CO®® MCL-vf,J �� -7(t 6LI-L en�.i P-66 I-,) Woodland Park Serie Model 34036 Bedrooms • 2 Baths • 940 Square Feet M;!CSTER r LIVING ROOM 8OM BEDROOM 1T -8"X if' -5" 10' 11'-5" OPT. INSWING COPT DOOR FIREPLACE r ENTRANCE �r - w�+}', Wih OPT. ANGLED AV/mv/ RECE55ED ENTRY W V 17/MAYOO . l Uv- X70., a :..,...... LLpl.._..:INSWINGI"� I ' .. .. OPT. OVAL TUB/ SHOWER - BEDROOM 9'=3"•X-9'3:' a a� (J ILITY '. I .._ ......tTKI '.1 r :._....:_.t..j...:...;_. .:_.�._}' _ D INING� . 'AREA....;.... .:.....:... ly CLOSET" - I :.. - - L. II /2 WALT. I W/LEDGE M;!CSTER r LIVING ROOM 8OM BEDROOM 1T -8"X if' -5" 10' 11'-5" OPT. INSWING COPT DOOR FIREPLACE r ENTRANCE �r - w�+}', Wih OPT. ANGLED AV/mv/ RECE55ED ENTRY W V 17/MAYOO . l TO: Building Department FROM: Environmental Health V D SUBJECT: Sanitation Clearance V (fir U& -f - AME ME Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other Location Water Supply: H. USE PLLY Piot Pian Attached Flood Pian Attach F�_ Sant to ts.V . AP# Public Private Well Final clearance O.K. for: Environmental Health Specialist 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541N (Rev. 12/96) APPLICATION AND PERMIT ®��� ASSESSOR PARCEL NUMBER . 039-370-102 ZONING BUILDING PERMIT OWNER TELEPHONE .OWNERS M AILINGDRESS CONTRACTOR'S NAME 1 -7r --Q AINUT TREE �'9 7 TELEPHONE CONTRACTORS MAIU AD SS CONSTRUC a. N 9 SUITE 9 Cillffi9 eh 95973 SO. FT. OCC. BUILDING VALUATION Con! value 20 000.00 Fireplace LENDER'S MAILING ADDRESS Total Valuation $20.000-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93-00 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 250.00 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL - STM #517-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200,, 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. �, L LIC. NO. License Class # %� yV / 9 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors /to construct the project. 6 I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( B,,oC. BLOS. SO 3.50FT. NEW CONST. NON-RESID, MULTI-OUTLET U @7.50 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD=AES 20 @ 1.00 BAL @ .50 FUCED APPLNS. OR Ex. Occup. ouTLETs FESID. Ea 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' c pensation insurance carrier and policy number are: Carrier GrnQ 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.) P ' 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 Lab r Code, I shall fo �w�itcom wMiosrovisions. 0 ]� X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 312.00 HAZ. I D.FEEs IMP FLOOD I CDF I PARCEL Po HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. /, ate C O x6t.) rReceipt No. 363905 X312.00 HITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 1.: E.H. USE ONLY Plot Plea Attached �w Roor_!-�an Attact►ad ( Senile B.D. ' � w f, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal `J Water Supply: Public Private Well Clearance for dwelling. Other a Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 I ,• r COUNTY OF BUTTE-DEPARTMENT0 iDEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,'CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APP,61IEATION DATA SHEET �0.1, OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: /O` , / - 62 - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. i .. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -� ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By f ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... �! ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other r Y< Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.), 1 ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ j❑ 5. Statement of Intent for Non -heated and A/C Buildings....................................�........ 6. Sanitation and plot plan approval from the Environmental Health Department in . ❑ 17. City of Chico Plumbing permit....................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: VX (B)Parking: . (C) Parcel Check: 10-- 0 D--❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ............:......... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.................. �.......... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.....................................:.............................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone - et and hold foi pickup. I have been i me of the wove •'ems�a d eCXirements r obtaining a build inIper t. y Applicant:LVP41 Date: O / LV2, 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letterr ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: _ _Structural approved by: Yellow: Building Division Date:_ Date: 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 ASSESSOR PARCEL NUMBER_ 01 /� ZONIN5P / BUILDING PERMIT 0J NER •, U TELEP•HOO.,NE l/ SO. FT. OCC. BUILDING VALUATION ��A� P USN Alyl� 3��-�I'711 By Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date OWNER'S MAID DRESSIlv/Q ' _ U W CONTRACTOR' �O .2 4AIl TELEEP�H7ON CONTRACTOR'S IUNG ADDRESS CONSTRUCTION LENDER 7 Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ _ ARCr.TTECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 _ — Permit Fee $ e° ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ "� BUILDINGADDRESS 1 t7 r+ l / (yJ Energy Plan Checking Fee $ --_-- $ PERMIT FEE $ Q• C4LOT NO. SUBDIVISIONS NA�� PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 — Trap 7.00, USEOFSTRUCTURE PIC SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Solar Water piping 15.00 ca Each gas water heater or vent 15.001 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ke(A Gas piping system t - 5 outlets 15.001 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Feel 20.00 a00OR LES Main Service 200A OR LESS 23.00; --- " PO IIT FEE PA10 Sn . RI's SHERIFF � Oa gHeating uu NVr '� A�8 " TO PJT =t� o COMM7 Main Service 200A TO I000A 46.001 _ r l NEW CONST. DWELLING OCCUP. 3 5CS0 OR ADONS. ( & ACC. BUDS. FT. NEW CONST. MULTI -OUTLET @7.501 SO .ON.ESI0 CIRCUITS POWER APPARATUS & SINGLE. OUTLET CIA. EX. Occup. OUTLET OR FIXTURES BAL ®.50. FDXED APPINS. OR Ex. Occup. 5.00 OUTLETS RES10. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ PERMIT FEE $ . SO MECHANICAL PERMIT Filing Fee 20.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TO AL FEE $ HAZ. D, FEES --- FL D COF P EL I HD I SSU 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 Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date q,6 INNER APPROVED Butte County Environ ritay.,Laarhl - -low Z -g -v ire 767 s�;,� ,.GAS. e e -e-, 0 41A lw -f-- PLANNING DIVISION- BUIING.11PLAN Af 'PROVAL . I cr.- Ap A e 2 < Use � D v ti # pamng:-La' L . x 9- OVERHANGS SHALL BE CLEAR OF ALL EASEMERM I I C WUll I T A SET BACK OF FT. FROM. THE SI -DE AND BUILDING DEPARTMEW.' FT. FROM THE REAR PROPERTY LINES AND jwmo—, FT. FROM THE ROAD CENTERLINE SHALL BE A P P R 0 � E D Aft,ari ne: oroi if,%-rk am=o %mr% r^i smajit-ir, r�� ADMINISTRATIVE PERMIT for'TEMPORARY MOBILE HOME TO: Melvin Sage FROM: Tom Buford, Interim Director, Development Services' Sty'` C,6S DATE: October 5, 2001 in File#ADM 02-06 PURPOSE: Administrative Permit for Melvin Sage on APN# 039-370;180 for a temporary second dwelling to be located at 1768 Walnut Tree Ln, Chico, cross Dayton Rd., Chico, on property zoned SR -1 (Suburban Residential, I -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Georgeanna Sage. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butt County Code Chapter 2SA. 5. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed.within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. ov Permittee Signature Date M.A. Meleka Date IV r;/til Principal Plar FILE No.278 11/05 '01 AM 09:28 ID:EXECUTIVE HOMES op 3 An- 546e ........................... ... FAX:530 891 8753 PAGE 2 vo 1A)157X47)2Z-- bMrvorn) 01--R-773 AJ rTE COWTV ,A.M-jW4G DEPARIVE".: - PP rmh, 0% V F -4i I e PLANNING DIVISION -BUILDING PLANAPPRO'VAL Use: Date: Lt3-)IkPPRdVAL —, Parking: Landscaping: Signature:—�-(� FlBNo'385 11/20 '01 AM 09:35 lD:EXECUTlVE HOMES ' " FAX:530 891 8753 PAGE /mv /m;I, «�--- x� 41 'm � — -- '' -- -- omw B � . ^ moonv: 1-z 12141- - - -— -- , FILE No.385 11/20 '01 AM 09:36 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 2 �1 m.,.. Pmre° , `Wli�`•tW0'+oir.�r�v,4.., �`Vttir�:,n :. r.7•',,,,L', *.,w'��nm..w.,•....:�,.wgr.>gv -K�'.-•-.,,.^ I. UVUL v Not NNt MIN d 1 Roos Rime Alen Q ' We to LV, � TO: Building department FROM: Environmental Health SUBJECT: Saaltation Clearance S owner Location # Plan Approved for: Sewage Disposal A/• Water Supply: Public ✓ Private Well Clearance for — dwelling. Other Final clearance O.K. for: NOTE:, `'11-AkWA,tY Health Specialist 8/96' _�.7.i.Yf.•.i'%`�� ^ ...L.?-:r::21.'S ... .. �� �'1tiY��a.k.os;'..:.,�.. � ..' ;' : `5., .;' ... � .:::: ' "-^ - �r-w ..4.+.ML6.iS.2J'Wfli` i�-'•."�—_ar___��--. •.-•:..e...:r.sea`.�.ui�irAAall.Yl..n'..ii.d...:..,r.---_�_. '.._..... .1 FILE No.385 11/20 '01 AM 09:36 ID:EXECUTIVE HOMES 4ov-l9-ol 01:38P f!!k No.et2f 11:*tM1 'U1 Nt VS:?d 1U•LANA)i!Vk MR IC.-) L ' FAX:530 891 8753 r-HA•JJV Oli 0(0-.) PAGE 3 P_O1 r.iw. c I ` / 1 vp i Al A vac w, I % APwriuVEU j oQue counL Abu- S/96E" _ r • U�9-Erkvironmentaf Health NO V 1 91001 11 FILE No.385 11/20 '01 AM 09:36 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 4 <a BUTTE COUNTY PARRS DEVEMPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) U 321 _Z - Property Owner Project Location/Address Subdivision Lot Number(s) �- Residential Development: (check one) — New Development �-Alteration/Addition �Mobilehome(s) Non-Reaidential to Residential Total Number of Dwelling UnJ.ts_ Comment: _ l�f�3D1 - Buildinq Department Repr ntative Date ***k************R****R***•k**ir***Rtf********i***'4****`RVY*Yt*'R7Y**R***'4 Mt***A'***'k Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Addrhss)�� (City) (State) -(Zip Code) has complied with the .requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of S CARD Representative Date PAID BY CHECK NO. R.EHAR.KS: - -- c_,_.. (:.1�_ ,v ..,.. _ r... k i • BANK PAID BY CASH RECEIPT Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldnnrod--City of Chico Building Dept. park.fec (forin revised 11/90) FILE No.385 11/20 '01 AM 09:37 ID:EXECUTIVE HOMES FAX:530 891 8753 PAGE 5 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) school DistrictI I)I") Building DOP411111,16rit No. A.P. Number - Or* ?? - Jurisdiction, City F77 -71County I"(wily Cwner Property Locallon/Addressj -,0( "'tw Subdivision Lot No. . . ........ .. ..... ... ... ... . .... ........ * ........... Residentlel Development Sq. Footage No of Living Mnblle florric Addition/ "Supplemonlal to i (Group n) Units Installation Convoision Permit 0 ....................... (No foundatlun Ins peclion)i .... .. .......................................... ....... ... .............. Commorcisliff ndus trial Sq. Footage NRw A (Including Exterior Rooted Areas) Building Department Reprollentative Date Plans itivifweiso i'y school oialriot parg;iciri,ni) - District Identitioation No. W i 0 Schoul District Certifies that (At it 4irant) (Street Address) n - - - - - - Irttc,itio Number) (City) IStatal A (Zip Coda) h9S Complied with the requirements of Resolution No. by payment of S ropt'060ritingsquare feet. AB 2926 = -LIFe- ...... -i—chnell D;ej plepregatilrilev" Date Phil) by E:Iln,.k 0 Notice: You may protest the Imposition of the foes Identified above by submitting 9 written platelet to the District, In compliance with 0ove'11ment Code Section 0602019), within QO dove firarn the doilis leas are paid, reaure to subint, a vroety wtittat, protest will ritchibit You from 0161181190119 the Imposition of the foes in any court notion. 11, subsequent to the School Diettlat Representative signing thio Butte Counit, Schools impact Fee Clettiflostion Fo,,.,. the School 01st,lat is notified by the applicable Local Planning Agoilctir that this proleel is heing reviewed under the California rnviroomentell Quality Act ICE0AI. this ppoJeot may be subject to additional sobcol face to f,lily iiiiiijille Its I ... pact on the school district's schoolo. While Inliplic.nnil. Yolluvv (budding driparimnot), Pink ischool disifici) lci:.l (10MA1.1 ...... FLEETWOOD. Woodland Park Series • Model 3403B 3 Bedrooms • 2 Baths • 940 Square Feet N WUMMAYOO MASTER LIVING ROOM BEDROOM BEDROOM Iwo Hm �� OPT INSWING N OPT. POOR FIREPLACE ENTRANCE NOON= Imbo" MASTER LIVING ROOM BEDROOM BEDROOM �� OPT INSWING N OPT. POOR FIREPLACE ENTRANCE z7A OPT ANGLED RECE55EV ENTRY' OPT LINEN/ OUESTCL05E'r OPT. DEN 10'-2"XI1'-5" Fl�:E No . 278 11/05 '01 AM 09 28 I D ;EXECUTIVE HOMES • �x,S 1J6G FAX:530 891 8753 PAGE 2 i a 4A �s LCIS� J') 0 lco `s z VuN� �g.,orn/,JiS�An - em1 ' 2 >room> N if An- S19-66[Parking:___ NING DIVISION -BUILDING PLAN A PROVAL ell lea ��/ 9S�i�8 use:_O Y. a to- ing: 9 jryo - /O.� :ture: ........................ ... .:...........,...._......._.._...�....._...._:...:._........._ --- - "MING DEPAHTME"' �qPPMWFC�r Y 1 1. Owner's Name: mCJ' \) )1�1 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[] No[ ] Permit No. A&ryl;��S�2kl� 5. Is the site an existing site? Yes[] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? /00 Amperes. 7. What is the mobilehome site circuit breaker rating? VD o Amperes. 8. What is the electrical rating of the mobilehome site? 2 Z o Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No'] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Ahnperes- 11. Type of gas service at mobilehome site: Natural Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?a(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less'than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 JU rTE CO ARS RED Mobilehome Manufacturer:�" I eeiwooQ off�Ianufacture Year: 2Qo(_ If other than single wide, furnish Setup Model Number: 3�JC) Width�3 61/ (ft.) Length: YD / (ft.) Tagalong or Expando•-Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grad ] Other: SUPPORTS: Concrete block ] Other: Provide Tie Down Specifications for all Mobilehomes: f31T-A C_t4 ZL Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 1 Line 2 Line 2 :................................................ Main Beams . Line2 ........ ................................. ....................................................... e2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams .................................... Line 2 Line 1 ................................................. ine 5 Tag or Triple ine 4 ine l I Line' 1 Piers: Size minimum: 07 x rt I i. Spacing maximum: I% ` O ` From ends -maximum: k ` v ` Line 2 Piers: . Size minimum: x Spacing maximum: From ends -maximum -.1 1 o ` Line 3 Roof Loads: Size minimum Location (from front) - Line 5 Roof Loads: Size'minimum: Location.(from front): Line 1 Openings Size minimum:x [� ]. Each side of openings with width over: . ` Line 4 Piers: Size minimum- ] x [ Spacing maximum: ` From ends -maximum. ` ZH�3� 3b�3o 3bx3D 't-y<3o 132'2$0 y� OVER UMIG DEPAHN 11 �_, p tio pll� VE_4"l km m R U1 W - 2 Vt ' 0 ce Lit C7 .t U O Z U �- - [L j? z f� _J z '1 ❑ W (.1 I'I \ 1, j- z lJ Ir f 1 ❑ q? 1] I:I . Calv W U z j V1 Vt z UXN Lj Z2 0 0 (> D Z 4� o0' - U V) N rL :2 in ll W In d W LJ Q 1 m W — c)a`n rLyl inz IA zo�trt Ind W.1 > UQ 6.1 U � ❑ I-) IJ O00 41v11K ❑ ~1 II] \ r,. 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C ;;1l,� In 1 cx = J W k_l 3 1.1 O 1- 11/1 w Jj Li -n)x o h.J�Ltc� OIr o II crl ut al r- co lNn ' azo U� 0-140 I J _ ZdZw� Q V K Nwin "AU 'v, ' W U ?moo r l0 0 m T ib `� :%; •- N 11 V In 1U flDS30V R 1 1 I_- Vt D C', > laa. d)pm W O)Qi z Cl U D = d La a U a ll_ {l,./" to 4 0.l:! . l..l w IL' n Vt :.0 0 0 (> D u) 4� N O W O �� Z D �_� rx - -) o� S in v,oz o r,. J m IL I d uj -t I., ^ 1 ;f a B.Lit ( J(J r_ O CA � J '� gA6J1 c� zItH z 3 d (= d z LI LOZ.SEIJE --E ffo : h T 11AC17 / T T /1 la L fr �/— 1/4STAND BASE ABESCO ASS PAD #502 DETAIL "Hj" 10.00 e9/16 HOL I I BENT PL (;Yp T0.00 1"xi'z1i Cc STAND 011 1/2" SCH 4C PIPE RISER WITH 01/2AD.IUSiER HOLZs ANC .3/s - THICK TOP pLAT= 1 K 67SCH 40 PIP: STAND WITH TWO � I { 1 01/2' :,OJUSi ER HOLES 10 3/a DIA. x {?). REOUIRED -u - rlztc 1-1.11 AB'ZD ARS PAD E5C3 STEEL -RAL4E 10.50 GRIPPER PLAT: Z) REOUIR.D Gri?PPE% BASE t8J5 .. 3D.00 � T ^EL RA�A� 1 I . To P vi -w i 0.01>5 x 3- T.S. .3¢<" 3 / (4) REOUIREO t P:C3i t. dN' SIDE VIEW i t _TUNC-A i07 x a" BOLT WITH NUTS_ i=) REQUIRED 1 j Z"x 3" C.R. LOCK PIN ff WITH o', /S" BRIDGE pIN I Z" CHANNE i 4F �I T/d'xl—;/a T ---K STS l � } REOUIoE: '14" GRIPPER I BASE x 1/2" A307 BOL' (4) REQUIRED C-6EAM ATTACHMENT GROUND LEVEL GUS GUARD COMPANY P.O. BOX 128 CATHEY'S VALLEY, CA °5396 PH =9. 377-9354- PH.80D-322-2479 FAX 916-3B3-5297 H -r.AWE GRIPPER -ATE COACH "J' 'BANE 1 /.I' X! /a.1 TEK STS (4) R-OUIRED 1/7" A307 BCLT (2) REQUIRED '/.d, GRIPPE -r. SASE 1/2' A307 BOLT (2) REQUIRED J—BEAM ATTACHMENT E -Z TIE DOWN SYSTEM WAY NE T. POLVADO, PE—JJSTINO NO. 99001 4 SHEET 2 of 3 li Z"xz'x3/16" STL ANGLE 3/5 CAD PLATED BOLT. NUT & MASHER COUNTER BORED FLUSH WITH BOTTOM 01A, HOLE {8} pLACrS ` cza (a) R_OUIRED �/— 1/4STAND BASE ABESCO ASS PAD #502 DETAIL "Hj" 10.00 e9/16 HOL I I BENT PL (;Yp T0.00 1"xi'z1i Cc STAND 011 1/2" SCH 4C PIPE RISER WITH 01/2AD.IUSiER HOLZs ANC .3/s - THICK TOP pLAT= 1 K 67SCH 40 PIP: STAND WITH TWO � I { 1 01/2' :,OJUSi ER HOLES 10 3/a DIA. x {?). REOUIRED -u - rlztc 1-1.11 AB'ZD ARS PAD E5C3 STEEL -RAL4E 10.50 GRIPPER PLAT: Z) REOUIR.D Gri?PPE% BASE t8J5 .. 3D.00 � T ^EL RA�A� 1 I . To P vi -w i 0.01>5 x 3- T.S. .3¢<" 3 / (4) REOUIREO t P:C3i t. dN' SIDE VIEW i t _TUNC-A i07 x a" BOLT WITH NUTS_ i=) REQUIRED 1 j Z"x 3" C.R. LOCK PIN ff WITH o', /S" BRIDGE pIN I Z" CHANNE i 4F �I T/d'xl—;/a T ---K STS l � } REOUIoE: '14" GRIPPER I BASE x 1/2" A307 BOL' (4) REQUIRED C-6EAM ATTACHMENT GROUND LEVEL GUS GUARD COMPANY P.O. BOX 128 CATHEY'S VALLEY, CA °5396 PH =9. 377-9354- PH.80D-322-2479 FAX 916-3B3-5297 H -r.AWE GRIPPER -ATE COACH "J' 'BANE 1 /.I' X! /a.1 TEK STS (4) R-OUIRED 1/7" A307 BCLT (2) REQUIRED '/.d, GRIPPE -r. SASE 1/2' A307 BOLT (2) REQUIRED J—BEAM ATTACHMENT E -Z TIE DOWN SYSTEM WAY NE T. POLVADO, PE—JJSTINO NO. 99001 4 SHEET 2 of 3 li of v Lo J m Gi N m m m m m INSTALLATION INS T RUCTIONS E -.Z TIE DOWN SYSTEM i. PIERS MUST RE PLACED ON BEAM WTTHIN 24" OF AN OUTRIGGER OR 7-ROSSMEMBER, OTHERWISE INSTALL WEE STiFFENC-K ON CHASSIS 3EA� 2. MAKE LEVEL THE PLACE WHERE THE PAD will SET , DOWN TO U NOISTUR9ED SOIL. j. THE PAD ML'S 3E CENTERED SELOW THE CHASSIS BEAM. 4. REMOVE THE FOUR (4) NUTS AND. WASHERS FROM THE STUD 9OLTS IN THE PAD AND PLACE THE PIER. THE HOLES IN THE SASE YJPLL..LINE UP WITH THE STUD BOLTS. REPLACE THE- NUTS AND WASHERS AND TIGHTEN DOWN. PLATE I -BEAM 5 REMOVE THE TWO (2) GRIPPER PLATES ON THE TOP OF THE PIER. START THE HEIGHT ADJUSTMENT BY REMOVING THE COTTER AND ADJUSTMENT PINS, PIER CAN THEN TEL -SCOPE. RAISE THE TOP OF THE PIER UNTIL THE PLATE IS AS CLOSE TO TFIE 9OTTOM OF THE C HASSI. BEAM A : S POSSIH. PLACE ADJUSTMENT PIN THRU ADJUSTMENT HOLE AND SECURE WITH THE COTTER PIN. 5. OF THE C RAISE THE TOP PLATE USING THE ADJUSTMENT NUTS UNTIL THE PIER TOP IS TIGHT AC I INST THE BO i i OA4 CHASSIS SEAM. %. PLACE THE GRIPPER PLATEC OVER 'THE F LANG= OF THE BEAM AND TIGHTEN DOWN FIcR6,4LY WITH THE TDP NUTS. C-3EAWS AND J—SEAMS 8. HEAD OF PIE?, REOUIRES THAT "PHO (2) TEK SCREWS BE PLACED THRO'UG�q THE SIDE OF THE SIDE FO THE 9E,:M IN ADDiTJN T,0 ONE GRIPPER PLATE. 9. `OUR "A"I STEEL STAKES (SUPPLIED) ARE TO BE DRIVEN THROUGH GUIDES INTO SOIL UNTIL STOPS .'.RE FL lSH W1TH THE GUEDE. 1 W �t'�° 2 Zu GUS GUARD COMPANY P.O. BOX 128 CATHEY'S VALi="'`,, CA 25306 e'4,f 209-377-8354 • PH 800-322-2479 FAX 919-383207 ANCLL IRON I1t'■1i6iass.S, tLTERNA-ME: (2J 112 S.H.S. 09 WELO NOTE- usE sTw, HER IF OUTRI=£R OR CROSS MEMBER DO NOT OCCUR ;;THIN 24" OFF STANCH10+F (TTP) WEBS _ R DETAIL WAYNE T. POLVAr')C, PE—LISTING NCS_ 9900.1 SHE^_T 3 of 3 mw. ,t,_ I�l�\ ,I n L n Mr.) W.or i u � Y 1 Com. C AP* o59 - , OYY Y �o' ti, .Pr 13 rss t MIK 304L.L, YOSQ.L 30#L -L, /OrtQ.L PIER 90' MAX. 114- MAX. -0. LOAM two vast wzl j Ina Post fLBSI umd)LJ 1 N0. li'tl-T K34D MO. ' 4100. 7 A T -T 32 R 1� t o 7.7� 32 J F_v _ L!.ttL; ar T ��� (_ B aware B J O iiC�::;N CCN5711•',CN U rlSA:_:fSTAti7:'•OS �f ���/ 7100 2A 4 ZA i SEP 1 1 6800 3A 73-5 4 3B 1351 6 ' B sr i _ 3800 4 B r -W 32 V t 8 • {RdiCareS 2' Barviq Is required aK wr t•K1E�Y� ra r.narttrarrrs DIAlJb ti'7 1 _ O ,Baser vias W p aa.c an.+rwo�� "Y BtfT t awtor uaarrrA nr ..rwsra, Ir-y„Yd�y� Tr�•v Lc` of 1 ® caL lw�rw ..iaL.a >D s..asraea<sw V .w...rL v.ra.R - vim. M nEv oedl�sQ.L TtJ♦P/e�� O il,Or pen 0�1fd71. A>•.i�A\� i r\�R�rQ1�Lif t�LL! a'rr•rI �'a �. { 4 o arti o'po ...- --- •- Gfl L r 4 LO 19V/L o r w . Q \N yPlo] 1 CO N CSD \\ Z C=) m .- TV c:5 z Liyr.V�a�,@710N4 ♦ 6ED2LiOM � ¢x rz I,iL1 3 3p FT \ eo> A5.4 Sown. �Fie�ER.10C \ or ♦ i l- b Q aP � - B c O O O MOM � F I) ?RIS tlwa VZAX qui IIi WrL7 ts.a sTW LA18M :Ip/oR. WX ! A=$. U'> I . In Es VANDOW/DD7R SCHEDULE osv�taol,l - 0 o r. 3 - m N I - Z O.o t mw. ,t,_ I�l�\ ,I n L n Mr.) W.or i u � Y 1 Com. C AP* o59 - , OYY Y �o' ti, .Pr 13 rss t MIK 304L.L, YOSQ.L 30#L -L, /OrtQ.L PIER 90' MAX. 114- MAX. -0. LOAM two vast wzl j Ina Post fLBSI umd)LJ 1 N0. li'tl-T K34D MO. ' 4100. 7 A T -T 32 R 1� t o 7.7� 32 J F_v _ L!.ttL; ar T ��� (_ B aware B J O iiC�::;N CCN5711•',CN U rlSA:_:fSTAti7:'•OS �f ���/ 7100 2A 4 ZA i SEP 1 1 6800 3A 73-5 4 3B 1351 6 ' B sr i _ 3800 4 B r -W 32 V t 8 • {RdiCareS 2' Barviq Is required aK wr t•K1E�Y� ra r.narttrarrrs DIAlJb ti'7 1 _ O ,Baser vias W p aa.c an.+rwo�� "Y BtfT t awtor uaarrrA nr ..rwsra, Ir-y„Yd�y� Tr�•v Lc` of 1 ® caL lw�rw ..iaL.a >D s..asraea<sw V .w...rL v.ra.R - vim. M nEv oedl�sQ.L TtJ♦P/e�� O il,Or pen 0�1fd71. A>•.i�A\� i r\�R�rQ1�Lif t�LL! a'rr•rI �'a �. { 0-0 . H O M E S i ♦ W V MMAY00 Woodland Park Series - Model 3403B 3 Bedrooms • 2 Baths • 940 Square Feet I �.....:... OPT. ANGLED RECE55ED ENTRY OPT. LINEN/ OUEST CLOSET OPT. DEN 10'-2" X 11'-5" 0.10L_ AL TUB/-' U�SHOWER Cpl.;... ..HNSIVIN "DOOR'r''... .... ..— UTILITY_ ....:........ �.....L..._;... o....._;......;......:.................<...;.......;.....:......:.....KITCHEN..;...... [_.....c.....:.....i..�...,........ i i:: F -.q9-.3".............:.. ......;......................:.............:..:..... ......:... ...... .... ... ... .... ... ...AREA...;.....:. : : 0 f#ATH ::. .: L_ ..:.. .......:...IyA LK IN _•....._i... 1 ::. T -O" X6 :_ ::::.:........... .:...... CL05ET.....:.1 ...a_. ' S 23,-6" t :...._'. .: .. .. /2 WALL W/LEOOE MA57ER LIVING ROOM BEDROOM BEDROOM iT-B" X if' -5" 10'-2" X 11'-5" ♦OPT opt. INSMNO DOOR FIREPLACE f ` i. ENTRANCE OPT. ANGLED RECE55ED ENTRY OPT. LINEN/ OUEST CLOSET OPT. DEN 10'-2" X 11'-5" INTER MENTAL MEMORANDUM TO: BUILDING DIVISIO , OROVILLE FROM: , ENVIR. HEALTH, CHICO DATE: RELEASE ENV. ALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: -3/fa SEPTIC: WELL: ADDRESS/LOCATION: Aft. Comments: GUmemos/releasehold .NOTES j,(J RESIDENTIALT' - 039-37-0-380 00-1863 I PERMIT NO. SAGE, MEQ. R KARIN t, • /17 9 CONTR: UK':' NEW SINGLE FAMILY -9 -ol las_ ,vo ;'vv�l/tet'i r� t Gl 8t q-6 y�oui ,re vcS �eQ '� P cr ,v t- b o 04k 6p / e_1-5 x 0-) �' 4A SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIR�PRINKLERS REQ. — SPECIAL INSPECTION ITEMS ;. VERIFY — USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY - _ .z Address GAS Meter -By Date ELECTRIC Meter By ' Date 44A, i (( 1(1� 1' t JOB FINALED (Date) � D I Signature V = OK 5. 0 = Not OK - = Not Applicable MOBILE " = Not Ready. .HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors=Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing , 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /'L'H./ PLPG 7. Well Clearance & Discorinect 8. Utility Clearance 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 MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements FINAL (Plans) OK except N's 2. Footings; Size -Spacing -Marriage Line Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances Pool Structure; Steel -Connections -Thickness \ Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector Elec.; Receptacles and Lighting, Distance-GFI 6. Water; MH Test -Regulator -Connector Elec.; Pool Lighting; 15 Volts-GFI "^ 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch Health Department Approval 11. Cert. of Occupancy Plumb.; Cir. Test -Water Supply Test 12. Permanent Foundation Only; License Decal ' Light Niche Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Connectors=Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing , 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh \j 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 N'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 • = Not Ready Date RESIDENTIAL (Single & Dup (Plans) OK except #'s ; Soils-Elec. Grnd.-/ , Q/" Ftg. Depth / Ft .. Garaoe: Soils-Steel-Ele rnd.-/ _ /" Fto. Deoth 0 5. Ftg., Porches & Decks; Soils -Steel-/+ Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 41§Slze Steel -Wrapped 8. ffi7UF, P' s -Fire ace g. -Ste i g- t-2 Way C/O -Sewer Test Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. EI ctric Underground _ lenums & Duct _ aterial-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. x Access & Ventilation 16. Insulation Date /0170/00 Card B-1 Date Card B-1 Date/pt' 00 Card ELI Date Card B-1 Date LUMBING (Permit) OK except #'s W er Htr.; Vent -Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection .,Pr an; Test, First Floor -Tub Access t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date lil / A/ Card B-1 A^ Date Card B-1 Date - ' ;W4 U Card B- o� Date Card B-1 Date CTRICAL (Permit) OK except #'s 2 Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors 41§Slze Boxes & No. of Conductors Stapled 26• omex Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI _ u feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Ae-Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Ins lated Neutral I] Yes O No ervice-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clojes Closet Light -Shower Light -Spa Light 3 moke Detector Date Q Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 HANICAL (Permit) OK except #'s C ucts Insulation & Support ent Fan, Exhaust above insulation ory_ nsate Drain & Overflow, Size & Grade 010 I urnace-Vent Access -Comb. Air- Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date 9 O Card B-1 Date Card B-1 Date B Card B-1 j2O Date Card B-1 Date,,FRAMING (Permit) OK except #'s roper Materials & Anchors Wa ' Studs -Nailing Spacing & Braces -Plates -Sound ing Walls over Girders & Floor Nailing r Stop in Walls (rat proof) 4 ue Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date --./ FRAMING Inrp ling. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 . Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles B Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing g_t C� y ine Firewall & Openings Ext. rs-One 3' -Check Garage 3rd Stopt, 2 Exits us; Width- Headroom- Rise -Run-L ing-Fire 'Protection Plyw od on Rbef<rverhan en -Rafter iggers Siding -Nailing Veneer h -Drip Screed -Fd. Vents-Underflr. Access 49!5E ing Area -Glass Protection -Skylights -Plastic JV'SWar Walls; Nailing -Bolts r . 60. Arace Interior/Exterior Wall Panels Date O( Card B-1 7 Date :77 110 d Card B-1 / Date jjWj Card B-1 Date p Card B - Date INAL (Plans) OK except #'s Exl.Steps-Door & Sidelight Protec' n•L nqs 64-.-S"e Detector . Furnace Vents -clearance -Comb, Air -Connector - n Gara e� Above Floor-Ducts-Mech. Protection 1 c ed m Exiting es & Tub Access -Spa ec. & Subpanel, Breaker Sizes & Labels Lairs ails 7 rept or Stove, Clearance -Hearth 7 e. tlets at Wood Panel, Int. & Ext. F' . & Appliance; Ground -Air Gap -Cooking Clearance _ leutlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Conne or -R. in G ge; Above Floor-Mech. Protection b., c. & Mech. Equip. Listed for Location _ 7#. S.Receptacles in Garage (F.F.I.)-Romex Protection 74.11nsutation-Foam-looked in Attic uar ils & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 42,�ollowing Instld./Drive ] Yes 9AV6alks:.Yes-.5 No/Planters —J—Yes:) No 83. Stuc o Brown -Finish 0 C. mit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water ell, Disconnect, Electrical, Plumbing terior Elec. Trim, G.F.I. Receptacle -Underground 010 I u hour House 80 Glas Protection 40,�oorrpdi_ons from Previous Inspections Ida', Test -Meters Tagged, Gas -Electric 92. eater & Sewer Connected -C/O to Grade -HD Approval Sgo . E gy Compliance Certificate -Other Certificates 94"Address Posted 11-Y I Date — Card B- Date Card B-1 Date --C/ Card B- Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE t 1278 Stanley Ave Chico Number and StreetCitv ti Butte County Sub ivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type FWgg0ass Batts Brand Name Johns Manville Thickness (inches) 12.25 Thermal Resistance (R -Value) R-38 - Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5/3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Brand Name Johns Manville Thermal Resistance (R -Value) R -19/R-13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the 'Certificate of compliance, where applicable. C.L.#499150 ("I�U Item #s ---Signature, at Item #s Signature, Date Item #s Signature, Date (}1 LOERKE INSULATION CO., INC. Installing Subcontractor (Co. Name Or General Contractor (Co.game) Or Owner Installing Subcontractor Co. Name) Or General Contractor (Co.Name) Or Owner InstallingSubcontractor_ (Co. Name) Or General Contractor (Co. Name) Or Owner i 1100 E. 20th Street 27 P.O. Box 689, 95 Chico, CA 95'J28 Phone 91613421;158 Art Lane Fax 9161343- Contractor Sales .tan-eco-oo o7:z3A wbdc 9166852831 �P-02 ••� APAMWWO -Certifica of Conforman'ce, Certificate 052736 THIS IS TO CERTIFY. that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products -Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing -;Standard Specifications For Structural Glued Laminated Timber Of Softwood Spec es 7els 157-e) ef�,e lfy ?7� ?— � rg -4- IT IS HEREBY CERTIFIED that thee�eaEWS trademarked structural tie a mated timber memb were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by41'..1 r Thomas G. Williamson Executive Vice President ENGnvEERED WOOD SYSTEMS,s a relateO Corporation of AAA — THE ENGINEERED WOOD ASSOCIATION 7011 Soum 19th Street - P.O. Box 11700 - Tacoma, WA 08411-0700 Tntephone: (253) 565-5600, Fax Number: (253) 565-7265 is .. COUNTY OFBUTTE BUILDING, DIVISION J ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. 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 c,6ntact this office immediately. UI///)1- Sam Date U� Inspector REV 10/92 ; COUNTY OF BUTTE 'BUILDING DIVISION DEPARTMENT OF DEVELOPMENlr SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE S46 -L 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. 81— A COUNTY OF BUTTE BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 r 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE grAo, 00 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. Y: 's V Date i Inspector REV 101d2 : r.Ll!':.C,.a�3�+,�.}��'•+ifyi•_...... ; �.�..m.-..�-sr:•:]5-+j^►.1�-_sa7�L.t�til�+i�'i 12 COUNTY OF BUTTE �'. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • 530 891-2751 7 County Center Drive • Oroville, A • 530 538-7541 OWNER CORRECTION NOTICE - 0 0 — l �?4. 3 - PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above adOress and should be corrected. Please notice this office when correction of work is «' completeA. If you have any questions pertaining to this matter, or need additional explanation,' r_. please 96ntact this office immediately. .v s w ( e..4 r}: Date 2 Z b 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 CORRECTION NOTICE -/363 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. 114 {/ / e -4--1 v REV 1 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 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.,:- WS mmediately.. Ir .P/ Le -'e / C 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 Sa-!a'e-- Do' / 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. ) pa er IJ -"3S --d,S /"/ A,'.J/ ,)t --j Q.ufr he- a:5 eJ -e 5'&-e- ril e— L/ s n0 �/GG OBJ Date 1 t7 I Inspector P U REV 10L2 ...�,��a=i ♦-y.�^Y�w..�r�:: 4ieµ� y.. yJ`I..�,i 3.��. �.r!� ��:. �. -.A COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530),891-2751 ,s ;. . 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ' OWNER PERMIT NO. �x :. 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, ��- pleas$ clactrthis office immediately. .. - O [/ i '�'O'e- /- le u — e -c. pro d — e, 4 e,-'/ i o ti �eAl i.� " Date 1-7 01Inspector 34. .-ti; REV 10/92 V 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 AS SESSOR PARCEL NUMBER 039-37-0-080 '� ZONING ' BUILDING PERMIT OWNER MEL & KARIN SAGE (805) TELEPHONE 461-0895 SO. FT. OCC. BUILDING VALUATION 2935 R 158 490.00 . OWNERS MAILING ADDRESS 1744 SANTA RITA RD., ATASCADERO, CA 93423 618 U 11 124.00 CONTRACTOR'S NAME TELEPHONE 769 coy 9,997.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - Fireplace 3,000.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 182.611.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 930.00 ARCHITECT OR ENGINEERS MAILING ADDR Plan CheckingFee $ 604-90 BUILDING ADDRESS MiLMUT Energy Plan Checking Fee $ 23.00 1�AU-LLPERMIT FEE $ 15 7-50 LOT NO. 79 1 SUBDNISIONSNAME STANLEY PARK IPARCEL MAP Filin PLUMBING PERMITg Feel20.00 Each Trap 1 7.00 133.0 USEOFSTRUCTURE SF,P Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each as water heater or vent 15.00 TYPE OF WORK New Ci Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system t - 5 outlets 15.0011 5 00 Building sewer 15.00 Mobile Home I s I G w @20.00 PERMIT FEE S 213.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 4/I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ,(The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comply with those provisions. 44 Q G O X Signature of AVplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW .E JNG OCCUP. SO 124 OR ADONS. ( 8 ACC. BLDS. 3.50sQ No" N RESiDT MULTI.OIJTLET @7,50 POWEPUS a SINGLER AOUTLETPARATCIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ N. 0 Ex. Occup. ouTLEEDrs ROD.OFRA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 190.36 . MECHANICAL PERMIT Fling Fee 20.00 Heating 2 1 25.00 50.00 Cooling 2 25.00 50.00 Hood 6.50 6.50 Ventilation 3 4.50 13.5 PERMIT FEE S 140.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 VTOTAL FEE $ 2166.86 CONSHIE HAZ. IMP FLOOD X COF PARCEL X PD X HD X ISSUE X This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indi a for NO fees have been paid. By Date / PERMIT EXPIRES ON /d/11/b/ Date Receipt No. 302217 / $716.60// 3028131$1440.26 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Piot Rion Attached Floor Pian Attached Sant to B.D. / TO: Building Department F Environmental Healthlb SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal 4/ Water Supply: Public Private Well Clearance for _ dwelling. OtOer old final for: Final clearance O.K. for: ,s NOTE: Environmental Health Specialist Date 8/96. I'��'� 4 r V;'�fin• ��, +� � +ser. ,�, , .� �r 'x'" � �" +v4. ,;...,.. ,, -+... ;.� , 'q, U i BUTTE' =' DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIQN f'r* -,COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE (530) 538-7541-` PERMIT "PLICA TION DATASHEET OWNER:. 4 S ASSESSOR PARCEL NUMBER: r-) 9 Proposed Building Use: Building Inspector: """'D - �ss At time of permit application, I wai advised the following data must be eubmitte : a>�i�r to=py sero `. ance. eav Dale ❑ l Adldems have been submitted.----------------------------- - - - - ❑2. 104, - lans, 3/4 sets, signed by the preparer of plans. ----:-, ,__::_: _::_—---------------- -------'----------- �•---- �-�-- 3. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------'---------------- I _ p vet *P-1ans.n en 'r,,Vg must be shown on plans. ------ ;,,, 00 ---- rt ' d'up "e feginred pno -3 r w) No -faxes! -------------- �� (. 15 Q ��nnnrffnn�nn..m�.4n4�nn kyle_✓_aa:�- �,5 (Le6eved '©o ❑4. Engineered plans, 3/4 sets, i 115. Engineered # msdeffi d El 6. Energy Design instructions including Tie Down Specifications.------------------ ct fees as shown on the attached schedule. � T, l71 2. California Department of Forestry plan approval/fees. ----------- -=-"------ ----------------------------------- ❑ 13 Flood elevation certificate.--------------------------------------------------- ------------------------------------ Sanitation and plot plan approval �� Health Department. ------------------------------------ -------- - C� - 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- lr 6 of plan and business,license approval fryin the City of Biggs. ---------------------------------------------- tanning approval for (A) Use: ©)G. - (B) Parking: -------------------------- "�-'�: 4 .S� f _ �� ontact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 6��`P"=� - F=` "'-"--- 9 -511 -ba %} ,(p Encroach>xtl P�'.er�i fo drivewa construction a rov' ; n r to P ,'[� l�. . ._._,...--- _ --- - Pre -inspection for regttire<1egstowilding Insp or on (Date_ ) _ 021. Contractor'slicense information. (Number, Name Style, Classification). ------------------------------------ ` ❑22. Workers' Compensation carrier and policy number. ---`-- --------------------------------------F--------------- µ . ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- tter of signature authorization.------------------------------------------------------------------------------- ecorded copy of Agricultural Acknowledgment Statement. --------------------------------------- E126. Letter of intent on building use.----------------------------------------------------------------------------=------ n ` ❑27. Manufact6d Home utility clearance.-------------------------------------------------------------------------- . ❑28. Ex' g violations and/or expired permits.----=-------------------------------------=-------------------------- ,..k ❑e2l 33 A; tOGrantDeed, ❑ M:H. Title, ❑ C ipck to :C.D 1. .---------------er: i 'ca--- When you issue the o off= !ti�to 9d�E'o>3trAalit6yt� �7Telephone and hold for pickup a U office. ❑ Deliver with inspector. - 9 1 i�"! I ED -1,1C7 ii e -?i/ e4V /1,/i>0 -1Applicant:''- N Date: Copy of Haz-Mat form sent o Health Department, o Fire Department, ❑ Air Pollution G( D i Copy. of plans sent ❑ Health Department, o Fire Departme t, ❑ Other: V( �� •�, 1. Index permit application for the above items numbered: _ ` 141- eck List 2. Additional items required: Contractor, designer, owner, was advised of the above y phone,t � required data b o ❑ mail, o Building Division co ter, 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, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w sed of the above r data by o phone, o mail, o Buildin ivisio ouster, by Date:,, Plans reviei�e�il y:i�� Date: OQ Plans approved by: Date: ' Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: _ +,COUNTY OF (BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Couni'• Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 PERMIT NO. iRev.12MG) APPLICATION AND PERMIT BUILDINGPERMIT e���4 3'05 '`�1i -- SE.S-40.. OCC. BUILDINt3 VALUATION �I zggs 17-3 �O( a' C'a .9�y 8 U ookywa1o11s K%w . TaaMOMe , . .,lMaF-0_0-� ooltrw,crlou usoa L"M wasro ADOIKaa mow= oa eawo M 0CWT 011 OsMUM S 11ALI10 ADOPM eur.oNOAoollesa r N ! Lormo. NAM USEOFSTRUCTURE SFA Duplex C3 Wblehome O Other arEery TYPE OF WORK New 0 Addition 17 Remodel O UtiGtles O Installation O Other O r RECEIPT # PERMIT FEE�°� SRA $ SHR S CSA 87 S 'UA S (l'UA S REC S OTHER: TOTAL S �tb•�a/30 �;Lat 7/1—toA13�f'f�4=� Fireplace I I 1QQ(7.00 Total Valuatlon Flirt Fee S '�2 Me-'0 20.00 Permit Fee 00 s Filing Fee 20.00 Plan CheckingFee . 50 s 23.00 Energy Plan Checking Fee s 3.60 NEW 04 ADCON�S.T• S 4 sr7-7, S a PERMIT FEE 8 PLUMBING PERMITlfing Fee 20.00 Each Trap 7.00 1-3 ltb Solar or heat pump water heater 23.00 Water piping 1 s.00 ,gyp Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets J 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 POWM APPAPATtA a a OUTLET 010. PERMIT FEE s Ex. Occup. Donis ON nm*Es ELECTRICAL PERMIT Filing Fee 20.00 Main Service = °poa u<sa =11 aooA 23.00 Main Service 200A To 1000A 49.00 iQ4 36 NEW 04 ADCON�S.T• ° a � e°1nt ccu°' )'� 3.SCs°' i3 POWM APPAPATtA a a OUTLET 010. Ex. Occup. Donis ON nm*Es m 7 1•ao SAL 0 .!0 Ex. OCCU F=0 APPue. OA OvnErs CAEa10. CA 5.00 Temporary Service 23.00 Z Mobile Home Facilities 20.00 Arfiisc. Wiring 23.00 PERMIT FEE s J Q." MECHANICAL PERMIT Fling Fee 20.00 Heating M. 110 50. OD Cooling Z S0 Hood 6.50 50 Ventilation U. �O J3 •S� PERMIT FES I s O - U Mobile Home Installation Fee s Energy Inspection fae s i0 0 uOWN TO L FEE S ao �N , o co*appkable 'a"a �p Jrovlsions IN- ThI3 permit is hereby Issued under the p ofthe Butte County Code and/or Reaotutions to do work Indicated above for which fees have been paid. By Date �- PERMIT EXPIRES ON �' 'a��j . �s� � �� � � y G� .1 t _ o ,, �' 'a��j . �s� � �� � � y G� S � � 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 / Y W a - PROPOSED BUILDING USE 14so, Z(e2ILLDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ (f''2. SCHOOL DISTRICT FEES- CJL co (paid at District Office) LeSd ral FEES (paid at Building Division) en....... _� x $360.00 = $ 3Gn D . M Units Commercial (sq.ft.)... x $0.03 = $ ,�qxt. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x ; = $ #Units Amt. Commercial (sq.ft.) .. x =$ A.P. #0 3q-3--O-ORD DATE RECEIPT # DATE REC �0 CAA, Sq.Ft. Amt. &`�5- RECREATION DISTRICT FEES (paid at 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) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) l0.OTHEt ^ At time of permit application; I was adviled the ab"ove fees are reg4ired to be p*d'prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANTT Y1�( 2 DATE " %—" r 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)' r, PRC -ECT PROCESSING Kt-#,UKU APPLICANT: OWNERi PERMPT #: A. P. WORK DESCRIPTION: D- p%SCgBMQN OF STEP $;; . ;,�+ cro ..P c . � • • RESIDENTIAL PLAN - REVIEW GUIDE _ SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY SMP 00 —09, r -_r Owner:�Building Permit Number: © b V q - Plans Examiner: k P. Number: a X70 d. r NERAL: r It Zoning requirements - (number of permitted living units). j y�e-,� UA 1- Phi Building permit valuation. X. Plans signed by the designer. no , f Proper description of work.on the application. Existing violations on the property. . Recorded notice of violation. OT PLAN: �Viou� (bCa%on O� A5. 13c c.r Id q 1. Complete parcel size and dimensions. On �i rCG1 ��S(11e6 ,Setbacks, side yard, easements, etc. �� �� . �prc)v� ti'� ����e �. er buildings or structures. �j �t i msec, ; 0-n Grading, fills and/or drainage. 'IOi' I' iai'1 ���' `� r �v� Flood hazard �o Con �'� rr,-, �1 Special conditions on Parcel Map (Noise, SRA,�ireerilers, Cter Tender, Traffic and Drainage fees)... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: �! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). x 10% of natural light and 5% of ventilation (Uniform'Building Code section 1203). i3''' Egress windows (Uniform Building Code section 310.4). S) Skylights (Uniform Building Code section 2409 & 2603.7):'o X Glazing in Hazardous locations (Uniform Building Code` section 2406)..-- Required room sizes and ceiling heights (Uniform Building Code section 310.6). ,Y GFCI in baths, garage, kitchen, wet.bai and exterior receptacles (NEC 210). SO ? Rr fed -locations of gas water heaters (Uniform Pluinliing"Code 509& 1213.5). Prov Ide 0 C a -f -r ®'-' locations of gas heating"eqipUo��huin . Garage firewall separation'- reWd ed ongarage side iacIudingsuppoiting walls`aid posts (Uniform Building Code section 302.4 e6iceptio60). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: e- Mt Pe cio 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard br�cinA_or_engineered design (Uniform Building Code se6tion 2320.11.3). 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. Pb-oU i d e_ '�'p 1=ort 9. .Rafter ties or bearing ridge beam. Q�Q�o ex 0 Fireplace construction details and calculations if necessary. CSO,. h n o �� 5� 7-3 �Y. Garage door header size(s). 12. Porch header size(s). Stud 'T4. ExPan.sive soil - special foundation design required. cdl.dz� 15. Retaining walls requiring design. 16: Special Inspection requirements. L9,v 17. Header sizes.. ? 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).'. f i2'= Guardrails (Uniform Building Code section 509). . Brick or stone veneer (Uniform Building Code section 1403). Ek6ri9r plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). - Rogfcovering type - (fire hazard). 7. Foaaz_n insulation - protection. 8. 36", halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 10' ; Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1: Attic access and ventilation (Uniform Building Code section 1505). 12... Combustion air for fuel burning appliances - LPG requirements. 1- Sound requrrements. r14."' 'nergy design compliance and supporting documentation. ?Flashing at all exterior openings. X. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. = Special Inspection requirements. 17.5. = Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 0 (5r1 erg --k5 ✓-) lon I �Cbrrw_t Ot jnCorrec�- vrCo rr -aR 2 ��vreu�- C a� • • I r: Owner: �-� % Building Permit Number: 3c Plans Examiner: rt, A P. Number: C� 70 " 0 GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. 4. Proper description of work, on the application. 5. Existing violations on the property. 6. Recorded notice of violation. . OT PLAN: - 1 Complete parcel size and dimensions. Setbacks, side yard, easements, etc. U 30Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, • fees)... 7. FAU & FAS road setback. Water Tender, Traffic and Drainage 8. Building or utilities across lot lines (record form). FLOOR PLAIN: X Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building f'Skylights ode section 106.3.3).ra �-- 10% of natural light and 5% of ventilation (Uniforin'Building Code ection 203) i 2ea�Egress windows (Uniform Building Code section 310.4). vict� N, ('� i�Z. (Uniform Building Code section 2409 &'2603.7). wi 5. Glazing in Hazardous locations (Uniform Building Code section 2406). , Required room sizes and ceiling heights (Uniform Building Code section 310.6). ? fZ Qrea a rao n-, rid heart roo r—, 7. GFCI in baths, garage, kitchen, wet bait-- and exterior receptacles (NEC 210). �er Iava:4vv-q 8. Prohibited locations of gas water heaters (Uniforna'Pluiii&bing Code 509& 1213.5). 9. Prohibited locations of gas heating equipmeiit-'(Unifo in Mechanical Code 304.5). Garage fire«all separation'- r+eWuired on� a sidei_acludi� gsupportirig'v�ialls and posts (Uniform / Q4, -ye - on e - Building Code section 302.4 exception #3Ov+ ilQ'•:;�%jef►`Y��/� 9 Wood store location - Alcove clearance (UMC sectli r(l 51 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). �c 13. Water closet clearances (Uniform Plumbing Code 408.5). G� . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). � Page 1 of 2 rC UCTURAL DETAILS: /,_:onventional construction - Unusually Shap buildings (Uniform Building Code section 2320.5.4). I Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). Clerestory requiring balloon fiaming and/or engineering. - 11= 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. 8. Roof construction details complete enough to construct building. r ties or bearing ridge beam. 0 fireplace construction details and calculations if necessary. 1. Garage door header size(s). 2,p orch header size(s). Stud heights. Expansive soil - special foundation design required. Retaining walls requiring design. - Special Inspection requirements. 17. er sizes.. Gypsum wallboard nailing inspection required. T CELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, `head clearance, handrails (Uniform Building Code section 1006):. 2. Guardrails (Uniform Building Code section 509). + Back or stone veneer (Uniform Building Code section 1403). 4: Exterior plaster- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Geode Table 15-B-1 & 2, 15-D-1 & 2). '. Roofcovering type - (fire hazard). Foam insulation - protection. ' 36" 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). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1: AAic access and ventilation (Uniform Building)Code section 1505). Combustion air foi fuel burning appliances -LPG requirements. ... •4: ':.c. F. = Quad requirements. Energy design compliance and supporting documentation. 15: Flashing at all exterior openings. 16. CDF responsible area requirements. ° 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. - Special, Inspection requirements 17.5. Use Permit conditions.: = 17.6. Sub -Standard Housing letter. _ Page 2 of 2 1 i de �i ze Cdtk be'o2-) I410 f G-) rL cn ci C -c re.ao �, Kr men September 1, 2000 Mel and Karin Sage 1744 Santa Rita Rd. Atascadero, CA 93423 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-370-080 Building Permit Number: 00-1864 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 -I Provide additional information and/or make revisions to plans, specifications and calculations as follows - 1, Tentative parcel map has not recorded as of this date. If permit is issued before map records, address given must be on Stanley Ave rather than on Walnut Tree Lane. Walnut Tree Lane does not legally exist until map is recorded. There will be additional requirements for the parcel if permit is not issued until after map records. 2. This building is a complete second unit and as such will require a minor use permit issued through the Butte County Development Services Department, Planning Division. 3. Provide location of HVAC units and hot water heater. -If furnace is located in attic then size appropriate trusses for mechanical. Hot water.heaterwmay not be located outside without weather protection (roofed area). - Y 4V Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 4. Remove braced wall panel located at 6 foot wall of equipment enclosure. This panel is not required and does not meet code. Provide a third braced wall panel on rear wall of house. 5. Provide full construction details for the trellis. Provide support posts and size. Floor plan seems to indicate that one side of trellis is supported at house's covered patio and section detail shows that it not supported at this location. 6. It is not possible to determine the orientation of this structure form the plot plan that has been submitted. Clearly indicate the front of this structure on the plot plan. As orientation cannot be determined at this time a full energy plan check cannot be completed. Window sizes shown in the, calcs on the front and left orientations are incorrect and there is no skylight shown on the plans: In addition, the construction type modeled for ceiling on page 2 of C -2R is incorrect and you need to eliminate the depth of insulation at slab as there is no insulation on the slab. Provide two sets of revised energy calcs. 7. Section detail of house shows x studs, x what? 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. I, Balance of building permit fees is $673.33 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Apply for your encroachment permit from the Department of Public Works. 4. Sanitation and plot plan approval from the Chico office of Environmental Health. 5. Complete and return your Recreation and Park Fee form. Since y, Mart Whitney Plans Examiner cc: Evergreen Development Charlie Roberts PLAN REVIEW RESPONSE FORM In oder to expedite the review of our plans, please complete the folio Information and return this form with our a Y P � � Y submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thera must be a v; response to every item requested in our plan. eoffwdon letter. "By other' is not considered a valid response. please "cue y response to each item and the location where the information can be found on the plans/calcs. ATTACH TMIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETUitN WITH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANSICALCS: • _ COMMENTS: �LGJ: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: • �M RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # IRESPONSE BY: TION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: September 1, 2000 Mel and Karin Sage 1744 Santa Rita Rd. Atascadero, CA 93423 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2.140 FAX Parcel Number: 039-370-080 Building Permit Number: 00-1863 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 -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Tentative parcel map has not recorded as of this date. If permit is issued before map records, address given must be on Stanley Ave rather than- on Walnut Tree Lane. Walnut Tree Lane does not legally exist until map is recorded. There will be additional requirements for the parcel if permit is not issued until after map records. 2. Plot plan is to show all structures on the parcel. File shows that an AG exempt building was constructed. Please show on the plans and provide dimensions from property lines and other structures. 3. Provide 25 square feet of window -area in the loft area"on the second floor. Revise energy' 4,. Provide full ceiling height in bathrooms -on the second floor at `the tub, lavatory and toilet. I Department of Development Services Building Division ` 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Minimum ceiling height in bathroom is seven feet. 5. Provide size of each window area in the windows with seats and in the kitchen. Energy calcs seem to have been calced with specific sizes although sizes are not on the plan, just the rough opening for frame. Energy talc plan check cannot be completed without this information. 6. Provide fireplace construction details including foundation. 7. Provide stairway construction details including structural support, rise and run, head clearance and handrails. 8. Provide fire rating of log wall per Section 703.1 UBC. Placing Type X sheetrock on log wall doesn't necessarily give you required firewall. 9. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in 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 is $1450.26 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $360.00 5. Apply for your encroachment permit from the Department of Public Works. 6. Provide a recorded copy of your Agricultural Acknowledgment Statement. 7. Sanitation and plot plan approval from the Chico office of Environmental Health. 8. Complete and return your Recreation and Park Fee form. ncerely Martha hitney Plans Examiner cc: Evergreen Development Charlie Roberts 0 PLAN REVIEW RESPONSE FORM In oder to expedite the review of your plans, please complete the following information and return this form with your resubmittal this form is not complete, as to all correction items. we will not be able to accept your re -submittal for review. rAM must be a v: response to every item requested in our plan correction letta. "By other' is not considered a valid response. Please indicate y response to each item aad the location where the information can be found on the plandcalcs. ATTACH TM FORM TO A COPY OF YOUR PLAN REVIEW LITTER AND RETURN WITH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: . COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: A RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK IITEM M RESPONSE BY: COMMENTS: TION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM p IR.ESFiONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM # RESPONSE BY: r LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COUNTY OF BUTTEv�t`�4 + W1— DEPARTMENT A' • a.. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISIONo►� 3EP 06,06 5 7 COUNTY CENTER DRIVEMiT W ; S T ; OROVILLE, CA 95965-3397 20642064 U. S. ro a IfAN rAI if .vlel and Karin SageC013IV 1 E 1-7-44 Santa Rita Rd. �1�DL�Cs - o'4a At ts:;adero, CA 93423 �. $ /vO HlL:fill lilt �I��I�I��Il�I�I��I lliirl�tl�liiir�il{����I��ill��el! ,.., t y M AN REVIEW RESPON . FORM In order to a 'te the review of � lease complete the follo infor n and velum this form with o � Y 1�+ p mp �8 your ve-submittal Ws font► is not complete, as to all correction items, we will not be able to accept your re -submittal for review. TkM mus_ be a v response to every item requested in our plan correction letter. "By other' is not considered a valid response. Please indicate y response to each item and the location where the information can be found on the pliWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETM AND RMRH WITH REVISED AND OMemai as ...� ASSESSORS PARCEL NUMBER PERMIT NUMBER 03-1 — 3le Oe6 00 -/f6 3 t PLAN CHECK LETTER OA W-1-00 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S d L a ne", COMMENTS: 2- kA PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: t LOCATION ON PLANS/CALCS: COMMENTS: 2- kA P MN RESPONSE BY: LOCATION ON PLANS/CALCS: t OMMENd��y.p tfU '4'�5 -e a PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: v , "+o1 i r Cj c�nn(vew. �.l% euQ-Q S hen v e b-ec' r`^ Ywu.`` UY WpS ! O O C. v--& o f [ e t P CHECK M RESPONSE BY: LOCATION ON PLANS/CALCS: n 12reu� C RESPONSE FOR PLAN CHECK LETTER DATED: . PLAN CHECK n'EM R RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ./5 v 5 U e- ° 1403 : In &S b-eo h, vl-off--P- d o-„\ /4 D-�Le-kT A % PLAN CHECK ITEM N RESPONSE BY: S LOCATION ON PLANS/CALCS: COMMENTS: 15 S TTEIv� \ RESPONSE BY: LOCATION ON PLANS/CALCS: YI 6T U -m 4-7z _ PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: September 1, 2000 Mel and Karin Sage 1744 Santa Rita Rd. Atascadero, CA 93423 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-370-080 Building Permit Number: 00-1864 This office reviewed building plans for th permit application refer nced above. The plans examiner's comments are listed in Part I b low. Please respond ' writing to each comment in Part -I by completing and returning the encl sed PLAN REVIE RESPONSE FORM. Indicate which detail, specification or calculation sho s the requested ' ormation. 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 t an one pad % is responsible for plans, all party's must respond on the PLAN REVIEW RESPO \EF7 PART -I Provide additional information and/or make revito plans, specifications and calculations as follows: 1. Tentative parcel map has not recorded as of date. If permit is issued before map records, address given must be on Stanley Ave rather Man on Waln � Tree Lane. Walnut Tree Lane does not legally exist until map is recorded. There wil Lrecluirements for the parcel if permit is not issued until after map records. x This building is a complete second unit and as such will require a minor use permit issued through the Butte County Development Services Department, Pla 'ng Division. 3. Provide location of HVAC units and hot water heater. If furnaceis located in attic then size appropriate trusses for mechanical. Hot water heater may not be located outside without weather protection (roofed area). Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX 4. Remove braced wall panel located at 6 foot wall of equipment enclosure. This panel is not required and does not meet code. Provide a third braced wall panel on rear wall of house. 5. Provide full construction details for the trellis. Provide support posts and size. Floor plan. seems to indicate that one side of trellis is supported at house's covered patio and section detail shows that it not supported at this location. 6. It is not possible to determine the orientation of this structure form the plot plan that has been submitted. Clearly indicate the front of this structure on the/plot plan. As orientation cannot be determined at this time a full energy plan check cannot be completed. Window sizes shown in the calcs on the front and left orientations are incorrect and there is no skylight shown on the plans. In addition, the construction type mode ed for ceiling on page 2 of C -2R is incorrect and you need to eliminate the depth of insulation at sl b as there is no insulation on the slab. Provide two sets of revised energy calcs. 7. Section detail of house shows x studs, x\what? 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 1:0 M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be s the time of permit application on the 1. Balance of building permit fees is 2. Complete and return the Butte C owner). 3. Apply for your encroachment pe 4. Sanitation and plot plan approv 5. Complete and return your Recr zb utted prior to permit issuance. These items were noted at PERMIT APPLICATION DATA SHEET. 6673.33 �tnty School Impact Fee Certtfi\cation form. (Enclosed to nit from the Department of Public Works. from the Chico office of Environmental Health. tign and Park Fee form. Sincer arth hitney ` Plans Examiner cc: Evergreen Development Charlie Roberts j � September 1, 2000 Mel and Karin Sage . 1744 Santa Rita Rd. Atascadero, CA 93423 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-370-080 Building Permit Number: 00-1863 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 -I (� Provide additional information and/or ma rmvisions to plansspecifications and calculations as follows: 1/ Tentative parcel map has not recorded as of this date. If permit is issued before map records, address given must be on Stanley Ave rather than on Walnut Tree Lane. Walnut Tree Lane does not legally exist until map is recorded. There will be additional requirements for the parcel if permit is not issued until after map records\ l ,2: Plot plan is to show all structures on the parcel. File shows that an AG exempt building was constructed. Please show on the plans and provide dimensions from property lines and other structures. Oprovide 25 square feet of window.area in the loft area on the second floor. Revise energy. Provide full ceiling height in bathrooms on the second floor at the tub, lavatory and toilet. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Minimum ceiling height in bathroom is seven feet. 0rovide size of each window area in the windows with seats and in the kitchen. Energy calcs seem to have been calced with specific sizes although sizes are not on the plan, just the rough opening for frame. Energy calc plan check cannot becompleted without this information. . Provide fireplace construction deils Provide stairway construction d ails and handrails. Provide fire.rating of log wall p Section oesn't necessarily give you require firewall. support, rise and run, head clearance 1 UBC. Placing Type X sheetrock on log wall Review of the building plans by the bt*tkounty Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in 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 is $1450.26 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $360.00 4. Water Tender fees in the amount of $200.00 5. Apply for your encroachment permit from the Department of Public Works.` 6. Provide a recorded copy of your Agricultural Acknowledgment Statement. 7. Sanitation and plot plan approval from the Chico office of Environmental Health. 8. Complete and return your Recreation and Park Fee form. Sincerely, Martha Whitney Plans Examiner cc: Evergreen Development Charlie Roberts I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District LIN Ca Building Department No. A.P. Number (�3� "3-70 loJurisdiction: City ]County Property Owner S 1 "aNl Property Location/Address q Subdivision Lot No. I . Sq: Footage i � U t Addition/ 'Supplemental to (Group R) r Conversion Permit # '(No foundation inspection); -f •:: $ _ �. _ • # .^ Sq. Footage (Including Exterior Roofed Areas) (Floor wed by School District Personnel) 8.3(.00 Date Ot0�3 District Identification No. 9 ' n (/ School District certifies that f V (Applicant) (Street Address) (Phone Number) (Cityl has complied with the requirements of Resolution No. representing l 3 5 square feet. School District Representative Paid by Check # Remarks: (Start e) (Zip'Codel V by payment of $ r� 0 U ' I AB 2926 $ FULL MITIGATION $ Date = c Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District;`in compliance with Government Code Section 66020(x), 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) t feeform:xls (10/98)dmm t BUTTE COUNTY PARKS DEVEMPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK'DISTRICT Assessdr Parcel NumbeAo, Prope . rty.Owner Kay- In 6L-6� Pr6ject Location/Address ;Subdivision Lot Numbe'r(s) 'A Residential Development: (check one) 0 New Development Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units 0 Comment: L Buildinc -'ntative De ment Repr' V -Y Date Dep Chico Area Recreation and Park District(CARD) certifie's that- (Tp 'plicant Name) (Phone Number) 9VV Af) J tC— A F A,) f a e_ (Street Address) C4 '(city) (State) (Zip Code) has complied with�,-the requi.rements of Butte Co. Resolution'N6.', 1,49 by, payment for dwelling units @ $1,189 for total payment of $ PAID BY CHECK NO. BANK NO. q (0 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fe.c. (form revised 11/90) 1 &fzA , as, D000 Date Yellow --Butte Co. Building Dept. Goldenrod-7Z.ity of Chico Building" Dept. 09/215/00 1"19AM XXXTUTAL f 1159.00, Nanning Division Permit clearance 1999 ❑ APPROVED ❑CONDITIONALLY APPROVED ®ravel!@9 co omia ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL - Permit #: Date: Genera/Information Owners Name: CL: �) AP #: A�?, o170— 0 Same as Computer Information: ANo ❑ Yes Address: Propertylnformation Zone District: SR — � Date of Zoning Ordinance: General Plan: AR Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement] No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes i Violation Area ❑ No ❑ Yes Specific Plano ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain1 NO ❑ Yes Zone: _ Panel Number: �� �� Watershed Protection Zone ❑ No ❑ Yes Pr000sed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other Pr000sed Use Complies With: ❑ General Plan ❑ Zoning Pr000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑Accessory Building Use Commercial/Industria�lti-Familv Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other ' Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street Rear Height jr - Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Mull) ❑ No ❑ Yes Legal Access Provided: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ Map Date of Recording: Lot: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Comply with condition no. ❑ Verify Legal Access Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Block: Book: 67 P)7) Page: S of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ 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 ❑ Other General Comments: d 1N3Wd0I3A30 GNVI 3111718 30 A1N600 56616Zd3s C13iA13338 ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. k.4. ON ws� iL (cQr int SIL §Itat Monte Call - 793 Camellia Dr Paradise, CA 95969 TRUSS IENGIINIE]EIR,IING---] O Blusar Manufacturing (530) 741-4920 Truswal Systems (800) 332-4045 Al El� 1� 1� -F I -EF -0 U) c- 0 O > > 0 DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: m m m ZMC EVERGREEN / SAGE Z G P,9-pf r �. ob Name: SAGE WARNING Read all notes on this sheet (auk give a cojpv tlj*it to the Erecting Contractor. Truss ID: A Qty: 1 Dr -W-9---00001 -001 Thi, design is for all individual building component. It has beat based oil Iweific:,timis provided by the cumponem utuutlacuu'cr and dune in Chk: Custai er Name: 7C 2):4 EFL #1 & Btr. Plating spec : xzI/m - 1995 7hts truss is designad using the DA vn'ifted by the component mmuf murer amd/or building designer prior u1 fabric:,tiuu. The building designer slLdl asecnain ticn the l,x,ds utilized un BC 2x4 EFL #1 & Btr. THIS LESIGN IS G -E CQsrmirE RE urz OF LBC -97 Cbl.. g L� SA� �� this design meet or exceed the loading imposed by the local building code'. It is assumed dull the top chord is LAter:dly braced by the roof or floor simidibtg and the bultum chord is Werdly braced by ;, rigid sheathing material directly wl.,chcd, unless otherwise noted. Bracing shown is for b etA f;9:, Iif.l� ✓4 IaFI Si749ClRD 1`1177PLE ]CAD CPSES. Bldg El�la�ed = Yes, El -id 2a7e = 17b support of cumpunems members only to rcdoce buckling length. This coutpunent shall nut be pbced in any environment tlso will crossc the moisture TC Dead 11.0 pef Rep b1br Bnd 1.15 [191E V/;(.I1:S IM ICBO ROM -74 II FLI:I.{dti' 111V07. LEART(•1"� RI:(7JTI11N17 d: vm-k are boat-ri (1'11,y Iinra.c u'a /ski u'1 T,irc = NDpqCitaucty B r- 0 Iil f 70 13['rrn-c ,ntrrud it J1 ca) tla trnxa io:&uialat Lwritj. BIAS I.,z2.jl--ll 80.00ft131dj Width = 40.0011 , 1,11111 ISra- 1 U- i 20 t)- <7L i- aseaalisL)sL al -le acr. otrtru:.0 .PE-ETi�VId iS. Nl=aa reeIaaiyld. _ 13.17!1, 2 1-11- 0 21 22 7-11- 0 3- 3- 0 , v.cci board < i.- eii�LlrzT v✓i-th pl. .00d, C68o 4, Lead Lead = 21.0 pt f 3 3- 3- 0 < si.dinU or I-ardboasiding. If rrt, 4 4- 7- 0 23 4- 7- 0 < adlitiaZal loads nest be a-rsid3Tsl a-1 5 6 5-11- 0 7- 3- 0 24 25 5-11- 0 7- 3- 0 <'rarca•d.iraaaas )xaria'g gables. bloc•-,- 7 8- 7- 0 26 8- 7- 0 Ise aK ial'e stzVles for gable . I•ix� url< lateral acu-y. Sae L=),le shads urty z�.are h 8 5-11- 0 27 9-11- 0 Trus.�I trsi gable himcirg de-tall(s) 9 11- 3- 0 28 11- 3- 0 La(:,ral 1�lute with r-� d I>a e ,,, 10 12- 0- 0 29 12- 9- 0 rr:;t bit oavidd�i \uzl.ess rated otlrna.:,e. 11 12 12- 5- 0 14- 1- 0 30 31 ].4 1- 0 1.5- 0- 0 l.oacb at -A their czaTr=cticns are t) -r-- 13 15- 5- 0 32 1.5- 5- 0 reghQ-sibility of the Wilding ci i.gr�s. 14 16- 9- 0 33 16- 9- 0 15 18- 1- 0 34 18- 1- 0 16 19- 5- 0 35 39- 5- 0 17 20- 9- 0 36 20- 5- 0 18 22- 1- 0 37 22- 1.- 0 19 24- 0- 0 38 24- 0- 0 • YPICAL PLATE : 2.5-4 1-11.11 2-8-0 2-6d0 2-6.0 2.10-0 2-8-0 2-8-0 2-6-0 3-3•0 1 1-11•0 4.7.0 7-3-0 9.11-11 12-9.1) 15-5-0 16-1-0 20-9.0 24-0-0 ► 2=(1-(► 12-0-() 1 2 3 4 55 6 7 8 9 10 11 12 13 N 1515 16 17 16 19 5 pp _6001 s-4 ,2-(►-(► ; 20 21 22 23 ' 24 21 26 27 28 29 +'0 3112 33 34 35 36 37 38 1-11.0 12 -s -o 12-8-0 12-6.0 2-10-61 2-6-0 2-6-0 2-8-03-.f-0- 1-11-0 4.7-0 7-3-u 9.11.0 12-9-o ass -u 16.1-0 20-9-0 24-0-0 2-(x-(1-1 ,rruswal Systems Plates are 20 9a. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "14"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are -positioned as shown above. c�FOF s`+oNq�\ ESft s9 0Q� Lu It < ._.1 N ..(45982 77 6/29/2000 Scale: 5/3211 = 1' WARNING Read all notes on this sheet (auk give a cojpv tlj*it to the Erecting Contractor. TBP: 77.3 WO: SAGE Thi, design is for all individual building component. It has beat based oil Iweific:,timis provided by the cumponem utuutlacuu'cr and dune in Chk: Custai er Name: ,ccurd: icc with the current versions of '1'1'1 and APPA design sand rds. No responsibility is assumed for dimcnsiorul :Accuracy. Dimensions are nt be Dsgnr: #LC = 10 DA vn'ifted by the component mmuf murer amd/or building designer prior u1 fabric:,tiuu. The building designer slLdl asecnain ticn the l,x,ds utilized un TC Live 16.0 paf DurFaes L=1.25 P=1.15 g L� SA� �� this design meet or exceed the loading imposed by the local building code'. It is assumed dull the top chord is LAter:dly braced by the roof or floor simidibtg and the bultum chord is Werdly braced by ;, rigid sheathing material directly wl.,chcd, unless otherwise noted. Bracing shown is for b etA LLC support of cumpunems members only to rcdoce buckling length. This coutpunent shall nut be pbced in any environment tlso will crossc the moisture TC Dead 11.0 pef Rep b1br Bnd 1.15 content of the wood execcd 19% mtdlor cause cuunector plate corrosion. I'�:Abri,:ue, b:mdle, insedl :md brace this truss in acem'd:otcc with dtc following BC Live .0 pef O. C-.Spaeing 2- 0- 0 'I'HI15\\'AI. SYNITNIX u 4445 PJ„rd,park Dr,Ca 'QUALITY s L ) sLrd"fL1ISCUb1 MANUAL', b'I'runss:COPI2(1S'ANUAIIFOR METAL 'AIi 00991t:I'l) \VtU 'I'Kt)SSIiS' - (()ST-hh), 'IIANDI.INU INSI'AI.I.INL1 AND IIRACINL) METAL HATE CUNNI?C"YED W11hD THIISSIS' - (MB -91) mid 'lllli•91 SUMMAHY BC Dead 10.0 paf Design Spec UBC -97 SHEET' by Tl'I. The Truss I'L,tc histiunc ('I'I'I) is located it[ 5x3 D'Unofriu Drive, b•ladisun, Wisconsin 53719. The Americml Forest and Paper Defl Ratio' 14/360 7C: L/480 Tp5 . 0 version T6.1.2 Assocctiou (API A) is loaded ;t 1250 Cunnccticut Ave, NW, Ste 2M, Washington, 1)(-'2(9)36. TOTAL 37.0 paf job Name: SAGE WARNING Rend ail notes on this street mid give a coi�v of it to the Erecting Contractor. 'Truss ID: Al Qt : 13 Drw = SIM FS,)'D TC 2x4 DFL #1 & Btr. Plating spec • AL,1SI/fPI - 1995 'Ibis truss is dasigctcxl using the Em X -LOC Rucr 1 0- 1-12 1036 3.50" 1.50" BC 2.c4 DFL #1 & Btr.. THIS LESI(V IS THE CCMF SrIE FESLW OF UBC -97 Axle. _. Bldg E1�clo�ed = Yes, Eixl Zcrie = No 2 23-10- 9 1036 3.50" 1.50" F>EYB 2c4 LffL STI�C)L�1� PLAN V;ISffi PER ICBJ RESFIFKIi RE11gZP #1607. hi1LTIPLE IAD CASES. BE4RIf1; I�7[JIIZFI•ENIS sho m are basad CNLY Hur�c�te/Ocemz L,;,v = Tio E C�tmY = B Bldg V dtli 40.00ft, ID TC FCIaE Ai0 LID CSI TI Lmsdxi fcff 10 PSF rrn-wratrret-ut HSI,. az the tnzss nr�terial at eac}t bearing. PLAT7IT BASED CN C32ELN ITI�2 VAIFES. = Bldg IFs> - 80.0023. Nlti.:a1 rno l'eiollt = 23.17ft, ILII = 75 -1515 .02 .25 cuutem of the wood exceed 19� and/m a"ise amnccun pl:dc corrosion. le,bric:,tc, Icmdle, insedl :md br.,ce this uvss in accord:mce with the following BC Live .0 psf C_7assificalzirn = 4, Dead Lead = 21.0 psf 2-3 -1345 .02 .27 .25 siwi rds: "114 USC0N9 MANUAL: , by'rnisw;,I, 'QUALITY CO NTR O1. STANDARD POR NI I(rA1. PLATE CON NI'CT 'D WOOD'I'R I ISS RS' -- 'IIIB-91 HC Dead 10.0 psf Design Spec UHC -97 3-4 -1345 .01 '.27 .25 SI 11:171" by TH. The'I'russ I'We Instiuoc (TPI) is lucatcd :,t %3 D'Onofrio Drive, taladi+nu, Wisconsin 57719. The Anucric:m Forest and Paper 4-5 -153.9 .02 .27 .29 Defl Ratio: L/360 TC: L/480 Tp5 . 0 Version T6.1.2 As,ucboiun (AITA) is located at 1250 Connectictu Avc, N;\V, Sic 21x1, W"shingum, DC 2W.16. TOTAL 37.0 psf B: FCRCE A11, Bt]) CSI 6-7 1305 .13 .28 .41 7-8 862 .09 .28 .37 8-5 862 .09 .28 .37 9-10 1305 .13 .28 .41 1•EB FCP.CE CSI 4EB FICKE CSI 2-7 -309 .08 3-9 507 .21 3-7 507 .21 4-9 -309 .08 MX LEFLFI=PT ICN (span) . 1(/999 IN 1.04 7-8 (L.-I'M L= - . 07" D= -09" 05" '1` -.15 - --= Joint T�t-iazs -__ = 1 0- 0- 0 6 0- o- 0 6-3-4 5-8-12 5-8-12 6-3-4 2 6- 3- 4 7 8- 2- 3 3 12- 0- 0 8 14- 0- 0 6-3-4 12-0-0 17-8-12 24-0-0 4 17- 8-12 9 3-5- 9-13 12-0-11 12-0-0 5 24- 0- 0 30 24- 0- 0 2 3 4 5 1 16 00 -6.00 6-4-3 =0-4-3 5-6 241-0 2 -Ire 111 it it r ---I 6 7 8 9 10 8-2-3 7-7-11, 8-2-3- 8-2-3 15-9-13 24-0-0 �QQ��• M `r A Nok-045982 1/02 CN1i OF GAO 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend ail notes on this street mid give a coi�v of it to the Erecting Contractor. TBF: 52.0 WO: SAGE ® This design is form individual building comporiew. It bas becu based on spcciiic:,tiuns provided by IIIc component ncwufacturer and dune in Chk: Custan(er Name: :,ccm•dance with the current versions of •rvi :md APPA design stand:"ds. No responsibility is assumed for dimensimi d accwacy. Dimensions are w be Dsgnr: #LC = 10 I DA verified by III(:cmnpunenl Inanufamurer mid/or building designer prior to (abric:diori. 'I'hc building designer sludl ascere,bt that the bads utilized mt BLU SAR MFG \this deign meet ur exceed the bolding imposed by the lucal building code. It is assumed dual the wp chord is Literally braced by the roof or hour TC Live 16.0 psf DurFaes L=1.25 P=1.15 LLC,uppon shc:nhing and the buuom chord is Wer dly bu: ecd by a rigid she dbing m:uercd directly :uc,clied, unless mbcnvise rioted. Bracing shown is for Literal of couupuncnts members only w reduce buckling length. This component shall riot be pL,ced in any cnvironmem deo will c:mse the unuisuurc TC Dead 11.0 psf Rep Mbr Bad 1.15 cuutem of the wood exceed 19� and/m a"ise amnccun pl:dc corrosion. le,bric:,tc, Icmdle, insedl :md br.,ce this uvss in accord:mce with the following BC Live .0 psf O.C. Spacing 2- 0- 0 'I'H usWAI. 55'Sfen15 44+5 tJonhp:�rk Dc, rota sprigs, cit Np7r17 siwi rds: "114 USC0N9 MANUAL: , by'rnisw;,I, 'QUALITY CO NTR O1. STANDARD POR NI I(rA1. PLATE CON NI'CT 'D WOOD'I'R I ISS RS' -- 'IIIB-91 HC Dead 10.0 psf Design Spec UHC -97 (QST-"), 'IIANDIANO INSI'ALI.INO AND IWACIN(I \i1i"I'AI. PLA'rf•. CONNI3(:TED WO(A) TRUSSES' - (11111-91) and SI IMMARy SI 11:171" by TH. The'I'russ I'We Instiuoc (TPI) is lucatcd :,t %3 D'Onofrio Drive, taladi+nu, Wisconsin 57719. The Anucric:m Forest and Paper Defl Ratio: L/360 TC: L/480 Tp5 . 0 Version T6.1.2 As,ucboiun (AITA) is located at 1250 Connectictu Avc, N;\V, Sic 21x1, W"shingum, DC 2W.16. TOTAL 37.0 psf 1'LAK VIA It: 3.4 12x4) G•b 12x(i) 6 6 1201 a>® 1.5.3. VPICAL BC spLIcE; 3.4 (2x4) I S -S 12x61 �- 0-8 (2x8) A IUAXIMUM 40 PSF LIVE 1 AAD. 00 MPH WIND EXPOSURE C. LESS THAN 20'•0' WALL IIEIGIIT. RRACING DE TAII S O' -O' MAXIMUM ORACE SPACING �- 2x4 /2 MINIMUM CONTINUOUS / BTRONORACK BRACED TO ROOF STRUCTUHE AT 6'-O' MAXIMUM. MAXIMUM 1'-0' SAVE WITH BLOCKS @ 32'o.c. OR 2'-0' EAVE. MAXIMUM, WIT11 4x2 /2 OR BIR. OUTLOOKEHS CUT INTO OABIE 0 32"o.c. STRONOBACK AT; 2x4 STRONGBACK BRACED STRO 013 A K AT;N. 70 MTM1 AT EVE -RV 6'-0" MAXIMUM 4'-10 4'-1.b"CL[AR61'AN. 00 MITI MINIMUM GRADE CHORDS AND STUDS 2■4 STUD/STANDARD. STUDS TORE MAXIMUM 24'o.c. II II II 1 I�I�� CONTINUOUS Br,.ARING WAtI. HEEL MATE: 3.4 (2x4) S -S (2x61 o•e 12x61 ....• r 2x4 BRACE • _Y k6 WALL BRACING PER BUILDIHO "' DESIGNER. 47 2x4 CONTINUOUS BA WITH / 6d NAILS AT 24' O.S. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL R[Ut1U1CMENTS SHOWN) OABLE STUD 2■4 SOLID IILOCK WITH 3.160 NAILS 8d AT e" o.o. 614F.ATHING TO GABLE EA. END AND Bd NAILS FROM SII[ATIIING / TRUSS. Bd AT 6' o.o. TO BLOCK AT 6'o.c. 1.16d 1 Sd AT 24' -0. 2.160 A 1*T 1 Y. NOTCII Q 32' o:o. 1 1 SOLID BLOCK � 240.0. 2 -led WITH 2.180 TOE- NAIL EDEA. END y 2.4 ORALE - WIT){ 4.10d NAIIS li/Ilt CUM t.l•A(.INU UAIL MODEL 20 UBC CONTINUOUS 2/11/89 GABLE DETAILS co ,db. --4 MA6MAM/$YSrEm IIKAWAL SYSIEMS C0nPCflAIxY4 WARNING Read sit notes on this sheet and glw a copy of If to the f?n►CfL10 C06fftCfOt F.r .... .r.r-+I.y14.nrrW. .M xh�1 W.wlr.red M.a.fALrMwe pMwlee o/0q��~�• . • 1 r.:.1.. V'• r Y am.yu. assummola d// �aailM Yew• /• ....IrWr. MhYU Gur/Mrw.r..lr.. ul 111 .r.d N/A .I...Qw /N.WMW. X11 y 1CA1.OrIr*M b4do wO dMl�w Mr M�1� WAS me foam bs mw crrnLrrnt rnna V. b -a. —posed W ar-0 W"l b. Amnq arae. a n agalaae xld /glNallara /eras•/ MeaeaaeM . .Aenn u. ww e..wr —.4 W «�.�0 V. wurq OMreld --ft 8000104 -AM •ed'e' a aawd M•q ...i u Arrr •.. rh+ q .nd a.. bolle crwrd • IrereM betel p • rp.l eweMrWq erleoow$ PIWadde anmem mm~ . .rw�w � r.. Vlrr .rYO..w ul cw.IwrWrr. rMr.er.n wwti q.edra• rime," MrloaO Iw• mwia rewc l•. aar+a amw •Ile erel•e.eexMM ..r CA." aw w%wwoe toMM a -no wow "ca" 19% awebr telt•• OerlweOer AUTPLOCONTee _ _ wau.unca �.In ur rrlo».r.y pAr.a.ras TRUSCOM MANUAL' bT U -V"- OUAIITII cow* rgD W000 immua' -- t� *n �O /. WOOo TnUSSES, • IOSTOaI '94AMXIr.G INSTALUNG ANO BMC/NO METAL ►IAT! CO►d!C y.r.Illica..lrr. IAflAl rlbtJl.d M�7S0 CIpMorrwaae Awk'NW. 9t. 20e.wurrg11or1. LIG 700]6 WYWwee1 93711L The Alerrrae•/a/a0 a►' � CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 Project Address Walnut Tree Tan ******* Durham *v5. 10* 00 - / g(p 3 Documentation Author.... Marty Runnells ` Bui ing Permit Energy Calculation Services �jO 1907 Mangrove Avenue, Suite E Plan -Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc.. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal Component Type Wall 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..... Frame Type None 2935 sf Single Family Detached New Front Facing 45 deg (NE) 1 2 Slab On Grade 12.7 0 of floor area 0.64 Btu/hr-sf-F 0.66 10.3 ft BUILDING SHELL INSULATION Cavity Sheathing Total Assembly R -value R -value R -value U -value Location/Comments R-n/a R-n/a R-0 0.122 Wall Wood R-13 R-n/a R-13 0.088 Door Wood R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.500 Roof Wood R-30 R-n/a R-30 0.031 FENESTRATION FRONT, LEFT TO GARAGE, BACK Area RIGHT FRONT FRAMED Exterior LEFT FRAMED Orientation BACK FRAMED (sf) RIGHT FRAMED SHGC ENTRY, TO GARAGE Shading TO, EXTERIOR Window TO GARAGE (N) VAULTED, TO ATTIC 0.600 • Standard Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right (N) •4.0 0.600 0.650 Standard Standard Yes Window Right (N) -8.0 0.600 0.650 Standard Standard Yes Window Front (NE) •12.0 0.570 0.670 Standard Standard Yes Window Front (E) •8.0 0.600 0.650 Standard Standard Yes Window Front (NE) •24.0 0.600 0.650 Standard Standard None Window Front (NE) •24.0 0.600 0.650 Standard Standard None Window Front (NE) •32.0 0.570 0.670 Standard Standard None Window Right (N) •8.0 0.600 0.650 Standard Standard Yes Window Front (NE) •12.0 0.570 0.670 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.:........ The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal FENESTRATION Over - SLAB SURFACES Area Slab Type (sf) Standard Slab 2935 THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments ExteriorVert Yes 1555 6.0 LOG WALLS Equipment Type Furnace AirCond HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACOA Thermostat R -value Leakage Manual D Type R-4.2 No. No Setback R-4.2 No No Setback Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (E) •8.0 0.600 0.650 Standard Standard Yes Window Front (NE) •12.0 0.600 0.650 Standard Standard None Window Front (NE) •12.0 0.600 0.650 Standard Standard None Door Left (SE) •20.0 0.650 0.650 Standard Standard Yes Window Left (SE) •15.0 0.600 0.650 Standard Standard None Window Back (SW) •8.0 0.600 0.650 Standard Standard Yes Window Left (S) •4.0 0.600 0.650 Standard Standard Yes Windcw Back (SW) .6.0 0.570 0.670 Standard Standard Yes Window Back (W) •4.0 0.600 0.650 Standard Standard Yes Window Back (SW) •32.0 0.600 0.650 Standard, Standard None Window Back (SW) •10.0 0.600 0.650 Standard Standard Yes Window Back (W) •4.0 0.600 0.650 Standard Standard Yes' Door Right (NW) ,20.0 0.650 0.650 Standard Standard Yes Window Right (NW) 12.0 0.570 0.670 Standard Standard Yes Window Right (NW) •10.0 0.600 0.650 Standard Standard Yes Window Right (NW) .10.0 0.600 0.650 Standard Standard Yes Window Right (NW) •15.0 0.600 0.650 Standard Standard None Skylight Back (SW) •4.0 0.940 0.730 None None None Skylight Back (SW) •8.0 0.940 0.730 None None None Skylight Back (SW) •8.0 0.940 0.730 None None None Skylight Back (SW) '8.0 0.940 0.730 None None None Skylight Back (SW) •8.0 0.940 0.730 None None None Skylight Back (SW) .4.0 0.940 0.730 None. None None SLAB SURFACES Area Slab Type (sf) Standard Slab 2935 THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments ExteriorVert Yes 1555 6.0 LOG WALLS Equipment Type Furnace AirCond HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACOA Thermostat R -value Leakage Manual D Type R-4.2 No. No Setback R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Proje!-t Title.......... The Sage Residence Date..09/29/00 13:58:50, MICROPAS5 v5.10 File -00330S Wth-CTZllS92 Program -FORM CF-1R- User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res..- Submittal - WATER HEATING SYSTEMS Number in Tank Type Heater Type Distribution Type System Storage Gas None Standard REMARKS 1 COMPLIANCE STATEMENT Tank External Energy Size Insulation Factor (gal) R -value .58 40 R- n/a 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. Name.... Company. Address. Phone ... License. DESIGNER or OWNER DOCUMENTATION AUTHOR �1 Name.... Marty Runnells' ompany. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate - W-0, wa=m MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 P t Add W 1 t T L ******* rojec ress........ a nu ree ane Durham *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Clima e Zone 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measu=res regardless of the compliance approach used. Items marked with an' asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation,in wood framed walls or equivalent U -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 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. r �d VA Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measu=res regardless of the compliance approach used. Items marked with an' asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation,in wood framed walls or equivalent U -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 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. r �d VA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -00330S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal 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 ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of r 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 indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 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 longevity 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 efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation time �A pump 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). `� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title........... The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -00330S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal LIGHTING MEASURES Design- Enforce-' er ment 150(kjl: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting, shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must 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.......... The Sage Residence Date..09./29/00 13:58:'50 Project Address........ Walnut Tree Lane ******* Durham *x5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc.. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling....:..... Water Heating.......... Total Standard Proposed Building Permit Plan Check Date .Fie check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc.. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling....:..... Water Heating.......... Total Standard Proposed Design Design 16.75 18.97 10.63 8.04 9.71 8.83 37.09 35.84 Compliance Margin -2.22 2.59 0.88 1.25 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing'U-value.... Average Glazing SHGC...... . Average Ceiling Height..... 2935 sf. Single Family Detached New Front Facing 45 deg (NE) 1 2 ReducedYear Slab On Grade 1 30265 cf 2935 sf 12.7 % of floor area 0.64 Btu/hr-sf-F 0.66 10.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2935 30265 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 273 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt -Gains Reference Comments HOUSE 2 Wall 5 Wall 6 Door 7 Door 9 Wall 11 Wall 14 Roof 15 Roof 16 Roof 17 Roof 18 Roof 1 ExteriorVert 1 Wall 3 Wall 4 Wall 8 Wall 10 Wall Surface 180 0.088 13 273 0.088 13 20 0.330 0 18 0.330 0 350 0.08813 ENTRY 273 0.088 13 311 0.031 30 311 0.031 30 355 0.031 30 626 0.031 30 677 0.031 30 (Thermal Mass) 443 0.122 0 176 0.122 0 198 0.122 0 384 0.122 0 354 0.122 0 45 90 Yes None FRONT FRAMED 135 90 Yes None LEFT FRAMED' 135 90 Yes None ENTRY 135 90 No None TO GARAGE 225 90 Yes None BACK FRAMED 315 90 Yes None RIGHT FRAMED 135 45 Yes None VAULTED 315 45 Yes None VAULTED 45 .39 Yes None VAULTED 225 39 Yes None VAULTED n/a 0 Yes None TO ATTIC 45 90 Yes None FRONT 135 90 Yes None LEFT 135 90 No None TO GARAGE 225 90 Yes None BACK 315 90 Yes None RIGHT PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 12 SlabEdge 172 0.760 R-0 No TO EXTERIOR 13 SlabEdge 24 0.500 R-0 No TO GARAGE Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Door 14 Window 15 Window 16 Window 17 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Right (N) 4.0 0.600 0.650 0 90 Standard/0.76 Right (N) 8.0 0.600 0.650 0 90 Standard/0.76 Front (NE) 12.0 0.570 0.670 45 90 Standard/0.76 Front (E) 8.0 0.600 0.650 90 90 Standard/0.76 Front (NE) 24.0 0.600 0.650 45 90 Standard/0.76 Front (NE) 24.0 0.600 0.650 45 90 Standard/0.76 Front (NE) 32.0 0.570 0.670 45 90 Standard/0.76 Right (N) 8.0 0.600 0.650 0 90 Standard/0.76 Front (NE) 12.0 0.570 0.670 45 90 Standard/0.76 Front (E) 8.0 0.600 0.650 90 90 Standard/0.76 Front (NE) 12.0 0.600 0.650 45 90 Standard/0.76 Front (NE) 12.0 0.600 0.650 45 90 Standard/0.76 Left (SE) 20.0 0.650 0.650 135 90 Standard/0.76 Left (SE) 15.0 0.600 0.650.135 90 Standard/0.76 Back (SW) 8.0 0.600 0.650 225 90 Standard/0.76 Left (S) 4.0 0.600 0.650 180 90 Standard/0.76 Back (SW) 6.0 0.570 0.670 225 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 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal. Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 18 Window Back (W) 4.0 0.600 0.650 270 90 Standard/0.76 19 Window Back (SW) 32.0 0.600 0.650 225 90 Standard/0.76 20 Window Back (SW) 10.0 0.600 0.650 225 90 Standard/0.76 21 Window Back (W) 4.0 0.600 0.650 270 90 Standard/0.76 22 Door Right (NW) 20.0 0.650 0.650 315 90 Standard/0.76 23 Window Right (NW) 12.0 0.570 0.670 315 90 Standard/0.76 24 Window Right (NW) 10.0 0.600 0.650 315 90 Standard/0.76 25 Window Right (NW) 10.0 0.600 0.650 315 90 Standard/0.76 26 Window Right (NW) 15.0 0.600 0.650 315 90 Standard/0.76 27 Skylight Back (SW) 4.0 0.940 0.730 225 39 None/1 28 Skylight Back (SW) 8.0 0.940 0.730 225 39 None/1 29 Skylight Back (SW) 8.0 0.940 0.730 225 39 None/1 30 Skylight Back (SW) 8.0 0.940 0.730 225 39 None/1 31 Skylight Back (SW) 8.0 0.940 0.730 225 39 None/1 32 Skylight Back (SW) 4.0 0.940 0.730 225 39 None/1 n/a n/a 4.0 n/a 4 OVERHANGS AND SIDE FINS Surface HOUSE 1 Window 2 Window 3 Window 4 Window 8 Window 9 Window 10 Window 13 Door 15 Window 16 Window 17 Window 18 Window 20 Window 21 Window 22 Door 23 Window 24 Window 25 Window 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 None/1 None/1 None/1 None/1 None/1 None/1 Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 4.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 3 6.67 29.5 0 1.5 1 n/a n/a n/a 1 23.5 0 8.0 n/a 4 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 n/a 5 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 4 4 0 n/a n/a n/a n/a n/a n/a n/a ,n/a 10.0 n/a 5 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 10.0 n/a 5 6 0' n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Sage Residence Date..09/29/00 13:58:50 MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal SLAB SURFACES Area Slab Type (sf) None HOUSE Standard Slab 2935 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE 1 ExteriorVert 1555 6.0 11.0 0.07 0.00' R-0 LOG WALLS HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R=4.2 No No 0.767 AirCond 10.00 SEER Attic R-4.2 No No 0.669 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 .58 40 R= n/a RF'MZ�RKQ None HVAC SIZING Page 1 HVAC Project Title.......... The Sage Residence Date..09/29/00 13:58:50 Project Address........ Walnut Tree Lane ******* Durham Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan C ec Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5'v5.10 for 1998 Standards'by Enercomp, Inc. MICROPAS5 v5.10 File -003305 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2935 SF Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2935 sf 30265 cf Front Facing.45 deg (NE) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 I=7��[e�e��1�ZK0Z6)�Le�rie�ys1b *V13 Z�`4 Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 21938 9696 Glazing Conduction ............... 10225 5707 Glazing Solar .................... n/a 15094 Infiltration ..................... 19138 6289 Internal Gain .................... n/a 2100 Ducts .......:.................... 5130 3889 Sensible Load .................... 56431 42774 Latent Load ...................... n/a 8555 Minimum Total Load 56431 51329 Note: The loads shown are only one of the criteria affecting -the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all. factors when selecting the HVAC equipment. Revision Summary: Rev. 0 Initial Issue ,ID These Calculations have been prepared for Evergreen Development for the above -indicated property. The results of the calculations have been incorporated on said plans. OUTTE C:OUN f 4U1LD1NG`DEPWMC: ' ., 0p0V ROBERTS CONSULTING ENGINEERING 3060 Thorntree. Ln,#10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com ex Website: http://www.r-c-e.com STRUCTURAL CALCULATIONS RCE Job #2000-051 for. Evergreen Development Sage Residence J Calculation Index: Page # • Gravity Loads 1 • Lateral Analysis Ll — L9 • Beam Analysis BI —1317 • Footing Analysis F1 —F13 Revision Summary: Rev. 0 Initial Issue ,ID These Calculations have been prepared for Evergreen Development for the above -indicated property. The results of the calculations have been incorporated on said plans. OUTTE C:OUN f 4U1LD1NG`DEPWMC: ' ., 0p0V ROBERTS CONSULTING ENGINEERING 3060 Thorntree. Ln,#10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com ex Website: http://www.r-c-e.com M 08/03/00 - Paise Residence - R.C.E. Job 2000-036 Pg. 1 Gravity Loads: Roof Dead Load 1/2" CDX Ply. 1:2 psf Slope= , Comp Roof 5.0 psf 12 2x12 @ 16" o.c. 2.6 psf to Insul. 1.5 psf 12 Misc. 1.0 psf Total (sloped) 11.3sf Total horiz 16.0 sf Total axial 8.0 sf Roof Live Load 11construction 16.0 psf 11 Wall Dead Load Log Wall 20.0 psf ( Exterior Log) Misc. 3.0 psf Insul. 1.0 psf Misc. Total 23.0 psf Wall Dead Load 2x6 Framing @ 16" o.c. 1.7 psf ( Exterior Timber) Gyp. 2.2 psf 3/8" Ply 1.8 psf Insul. 1.0 psf Wood Siding 2.5 psf Misc. 1.8 psf Total 11.0 psf Wall Dead Load 2x6 Framing @ 16" o.c. 1.7 psf (Interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf Total 8.0psf Floor Dead Load 3/4" Ply 2.3 psf 11-7/8" TV 3.0 psf Insul. 1.0 psf Misc. 1.7 psf Total 8.0 psf Floor Live Load IlTotal 40.0 psf 11 CN NORTH 11� A55vm ¢d Typ;G� l for C,tl G0V.CvgPori- a 08/02/00 - Lateral Analysis -' Sage Residence - R.C.E. job 2000-051 Wind Loads -- Method 1 p= Ce•Cq'gs'I nuur n11u IWR nWQ nl R OPR p= p= P= p= p= P= df �� t3!■ EM RUA 75 mph Exposure: C RU REA IMA " I NUM EUiA 1 iIISC���ily�y� 0.0 (OWR) Outward @ Windward Roof Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' nd Loading @ Floor Wall Line A - North Mean.Roof Height = 9.0 feet Uplift Pressure = 10.7 psf Wind Loading @ Floor @ Wall Lines A to B Mean Roof Height = 16.0 feet Uplift Pressure = 10.8 psf nd.Loading @ Floor Wall Lines B - South, C - North Mean Roof Height= 1 1.5 feet Uplift Pressure = 10.7 psf nd Loading @ Floor Wall Lines 1 - West Mean Roof Height = 10.5 feet Uplift Pressure = 10.7 psf Tributary Area 0.00 feet @ 0.00 feet @ 0.00 feet @ 0.00 feet @ 3.00 feet @ 3.00 feet @ Tributary Area 3.50 feet @ 0.00 feet @ 0.00 feet @ 3.50 feet @ 17.00 feet @ 17.00 feet @ Tributary Area 3.50 feet @ 0.00 feet @ 0.00 feet @ 3.50 feet @ 7.50 feet @ 7.50 feet @ Tributary Area 3.50 feet @ 0.00 feet @ 0.00 feet @ 3.50 feet @ 5.50 feet @ 5.50 feet @ Wind Speed: 75 mph Exposure: C where; 0.0 (OWR) Outward @ Windward Roof Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' Ce = 1.19 @ 20 to 25' Ce= 1.23 @25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.7 psf = 6.2 psf = 10.8 psf = Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.6 psf = 6.1 psf = 10.7 psf = Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.6 psf = 6.1 psf = 10.7 psf = Resultant Horizontal Force 43 lbs. 0 lbs. 0 lbs. 27 lbs. 105 lbs. 184 lbs. =1 JbY 0It - noriz (IWW) Cq = 0.4 (IWR) Inward @Windward Roof @ 15 to 20' Cq = 0.0 (OWR) Outward @ Windward Roof (OLW) Cq = 0.7 (OLR) Outward @ Leeward Roof @ 15 to 20' Cq = 0.7 (OPR) Outward @ Parallel To Ridge (IWW) qs = 14.4 psf (OLW) I = 1.00 Importance Factor Roof Slope = 12 Rise to 12 Horiz. Normal Resultant Horizontal Pressure Force 12.2 psf = 0 lbs. (IWW) @ 0 to 15' 13.0 psf = 0 lbs. (IWW) @ 15 to 20' 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 7.6 psf = 0 lbs. (OLW) @ 0 to 15' 6.1 psf = 18 lbs. (IWR) @ 0 to 15' 10.7 psf = 32 lbs. (OLR) @ 0 to 15' Fp = 50 Of - horiz. Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.7 psf = 6.2 psf = 10.8 psf = Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.6 psf = 6.1 psf = 10.7 psf = Normal Pressure 12.2 psf = 13.0 psf = 13.7 psf = 7.6 psf = 6.1 psf = 10.7 psf = Resultant Horizontal Force 43 lbs. 0 lbs. 0 lbs. 27 lbs. 105 lbs. 184 lbs. =1 JbY 0It - noriz (IWW) @ 0 to 15' (IWW) @ 15 to 20' (IWW) @ 20 to 25' (OLW) @ 15 to 20' (IWR) @ 15 to 20' (OLR) @ 15 to 20' Resultant Horizontal @ 0 to 15' Force @ 15 to 20' (IWW) 43 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 0 lbs. (IWW) @ 20 to 25' 27 lbs. (OLW) @0 to 15' 46 lbs. (IWR) @ 0 to 15' 80 lbs. (OLR) @ 0 to 15' = I 195 nif - horiz. I Resultant Horizontal Force 43 lbs. 0 lbs. 0 lbs. 27 lbs. 34 lbs. 59 lbs. = 1 162 olf - horiz (IWW) @ 0 to 15' (IWW) @ 15 to 20' (IWW) @ 20 to 25' (OLW) @0 to 15' (IWR) @ 0 to 15' (OLR) @ 0 to 15' �I 08/02/00 - Lateral Analysis -• Sage Residence - R.C.E. ]ob 2000-051 Py I- 3 Wind Loading @ Floor Tributary Tributary Normal Resultant Horizontal Wall Lines 1 ex 2 Garage @ Wall Line 1 - East Area Pressure Area Pressure Force 8.00 feet @ 12.2 psf = 11.00 feet @ 12.2 psf = 134 lbs. (IWW) @ 0 to 15' Mean Roof Height = 19.0 feet 1.50 feet @ 13.0 psf = 20 lbs. (IWW) @ 15 to 20' Uplift Pressure = 11.2 psf 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' (OLW) @ 0 to 15' 12.50 feet @ 8.0 psf = 100 lbs. (OLW) @ 15 to 20' @ 0 to 15' 0.00 feet @ 6.4 psf = 0 lbs. (IWR) @ 15 to 20' 0.00 feet @ 11.2 psf = 0 lbs. (OLR) @ 15 to 20' p =I 2s;-Pirfmofiz. Wind Loading @ Floor Tributary Normal Resultant Horizontal @ Wall Line 3 - West Area Pressure Force 11.00 feet @ 12.2 psf = 134 lbs. (IWW) @ 0 to 15' Mean Roof Height = 23.0 feet 5.00 feet @ 13.0 psf = 65 lbs. (IWW) @ 15 to 20' Uplift Pressure = 11.8 psf 2.75 feet @ 13.7 psf = 38 lbs. (IWW) @ 20 to 25' 18.75 feet @ 8.4 psf = 157 lbs. (OLW) @ 20 to 25' 0.00 feet @ 6.7 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 11.8 psf = 0 lbs. (OLR) @ 20 to 25' Fp = 395 pif - horiz. Wind Loading @ Floor Tributary Normal Resultant Horizontal @ Wall Line 3 - East Area Pressure Force 3.50 feet @ 12.2 psf = 43 lbs. (IWW) @ 0 to 15' Mean Roof Height = 14.5 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 3.50 feet @ 7.6 psf = 27 lbs. (OLW) @ 0 to 15' 13.50 feet @ 6.1 psf = 82 lbs. (IWR) @ 0 to 15' 13.50 feet @ 10.7 psf = 144 lbs. (OLR) @ 0 to 15' M =1 ZY6 o ora. nd Loading @ Floor Tributary Normal Resultant Horizontal Wall Lines 1 ex 2 Garage Area Pressure Force 8.00 feet @ 12.2 psf = 98 lbs. (IWW) @ 0 to 15' Mean Roof Height = 12.0 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 0.00 feet @ 13.7 psf = 0 lbs. (IWW) @ 20 to 25' 8.00 feet @ 7.6 psf = 61 lbs. (OLW) @ 0 to 15' 0.00 feet @ 6.1 psf = 0 lbs. (IWR) @ 0 to 15' 0.00 feet @ 10.7 psf = 0 lbs. (OLR) @ 0 to 15'- 1-n =I i Sy nit - hnriz_ 08/02/00 - Lateral Analysis - • Sage Residence - R.C.E. job 2000-051 PyZy 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.545 *W (Eqn 30-4) Z = 0.3 Zone 3 . V = (2.5*Ca*I)/R *W = 0.200 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 24.50 feet R = 4.5 Plywood Shear Walls p= 0.200 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.020 All other Buildings Foot print area, AB= 2555 ftz T = 0.220 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Nv = 1.0 Table 16-S Na = 1.0 Table 16-T W = Building Weight Use 25% of Snow Load in the Seismic design. Seismic Floor Loading Tributary Weights = 51.00 feet of Roof @ 15.98 psf @ Line A - North 0.00 feet of Roof Snow @ 0.00 psf 0.00 feet of Floor @ 1.90 psf 0.00 feet of Ext. Wall @ 23.00 psf V 163 p - onz. LILT 0.00 feet of Int. Wall @ 2.50 psf 116 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 51.00 feet of Roof @ 15.98 psf @ Line A - South, B - North 0.00 feet of Roof Snow @ 0.00 psf 19.75 feet of Floor @ 1.90 psf 8.00 feet of Ext. Wall @ 23.00 psf V 215 p oriz. ULT 16.00 feet of Int. Wall @ 2.50 psf 154 plf - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 27.00 feet of Roof @ 15.98 psf @ Line C - North, B -South 0.00 feet of Roof Snow @ 0.00 psf 0.00 feet of Floor @ 1.90 psf 8.00 feet of Ext.. Wall @ 11.00 psf V =1 I Or5monlz.ULT0.00 feet of Int. Wall @ 2.50 psf 74 pif- horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 65.00 feet of Roof @ 15.98 psf @ Line 1 West 0.00 feet of Roof Snow @ 0.00 psf 0.00 feet of Floor @ 1.90 psf 8.00 feet of Ext. Wall @ 1 1.00 psf V ZZ5 p - horiz. LILT 0.00 feet of Int. Wall @ 2.50 psf 161 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weights = 65.00 feet of Roof @ 15.98 psf @ Line 1 East, 3 - West 0.00 feet of Roof Snow @ 0.00 psf Roof and Wall Loads 0.00 feet of Floor @ 1.90 psf 16.00 feet of Ext. Wall @ 11.00 psf . V =1 2 5 1 p - Roriz. ULT 16.00 feet of Int. Wall @ 2.50 psf 179 pif - horiz. W/S (ULT/1.4) 08/02/00 - Lateral Analysis - Sage Residence - R.C.E. job 2000-051 Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 15.98 psf @ Line 1 - East,3 - West 0.00 feet of Roof Snow @ 0.00 psf Floor Load Only 50.00 feet of Floor @ 1.90 psf 0.00 feet of Ext. Wall @ 11.00 psf V 19 phoriz. U LT 0.00 feet of Int. Wall @ 2.50 psf 14 plf - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 59.00 feet of Roof @ 15.98 psf @ Line 3 - East 0.00 feet of Roof Snow @ 0.00 psf 0.00 feet of Floor @ 1.90 psf 8.00 feet of Ext. Wall @ 11.00 psf V 206 p - onz. LILT 0.00 feet of Int. Wall @ 2.50 psf 147 plf - horiz.. W/S (U LT/ 1.4) Seismic Roof Loading Tributary Weight = 27.25 feet of Roof @ 15.98 psf @ Lines 1 U 2 Garage 0.00 feet of Roof Snow @ 0.00 psf, 0.00 feet of Floor @ 1.90 psf 4.00 feet of Ext. Wall @ 11.00 psf V 98 p oriz. ULT 4.00 feet of Int. Wall @ 2.50 psf. 70 plf - horiz. W/S (ULT/1.4) 06/05/00 - Lateral Analysis - -Sage Residence - R.C.E. job 2000-051 P9 LG Lateral Load Summary 1 st Level Loadings Wall Line ID Tributary Length ft. Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 1 -West Side 6.00 161 296 0.966 1.777 Wind Controls 1 -East Side 18.00 179 254 3.226 4.577 Wind Controls 1 -East Floor 9.75 14 0 0.132 0.000 Seismic Controls 1 8z 2 Garage 12.00 70 159 0.839 1.905 Wind Controls 3 -West Side 18.00 14 254 0.244 4.577 Wind Controls 3 -West Floor 9.75 14 0 0.132 0.000 Seismic Controls 3 -East Side 6.00 147 296 0.884 1.777 Wind Controls A - North Side 6.00 116 296 0.699 1.777 Wind Controls A - South Side 25.00 154 359 3.845 8.975 Wind Controls B - North Side 25.00 154 359 3.845 8.975 Wind Controls B -South Side 13.00 74 195 0.965 2.540 Wind Controls C -North Side 13.00 74 195 0.965 2.540 Wind Controls 06/06/00 - Lateral Analysis - Sage Residence - R.C.E. job 2000-051 ISE 1sl Level (UBC Section 1630.1) East-West Directi0n: Story Shear 10.32 kips 6 2279.12 0.080 19.44 83.692 p Max 1.00 ISE 8.00 Wall ine atera a all 44.92 all hear nnin AppliedForces Applied Forces Resisting Resistive et plih Comments ID • Load Height Length r t Stress Number Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note ki s) feet (feet 1.13 If) Re 'd/Wall kl (kis foot•ki s) (kit) kips foot -kips s ki s) Simpson Products ISE Seismic Level 11.52 8.00 27.00 426 6 2279.12 0.080 19.44 83.692 Wind 1 Level ISE 8.00 8.00 0.31 202 1 44.92 0.080 2.18 5.343 (feet I feet I Bolt Dia. in. Caaci kis S acin 8.00 8.00 0.31 202 1 44.92 0.080 2.18 5.343 0.54 2.829 10.75 8.00 6.50 2.54 478 2 67.10 0.080 1.13 10.150 0.080 0.43 Wind PHD5 w/ DBL 2x POST 8t SSTB20 Wind- 8.00 8.00 478 2 94.58 0.080 1.71 11.610 1 18.16 0.080 8.00 8.00 PHD5 w/ DBL 1x POST 81 SSTB20 478 2 94.58 0.080 1.71 11.610 Horizontal Diaphragm Lengths 81 Stresses Sill Log Length (feet) 36.00 East Side West Side Sill Plate Shear Anchorage for above wall line 0.50 0.818 24 in o.c. feet I feet I Bolt Dia. in. Capacity kis S acin 0.50 0.818 1 4 in o.c. 1st Seismic Level 11.52 8.00 27.00 426 6 2279.12 0.080 19.44 83.692 Wind 1 ISE Seismic Horizontal Diaphragm Lengths 8t Stresses Sill Log Length (feet) 27.00 East Side West Side Sill Plate Shear Anchorage for above wall line (feet I feet I Bolt Dia. in. Caaci kis S acin Level 0.50 0.818 48 In o.c. w x PU51 81 55 1 Is 16 ISE Seismic Level 8.00 4.00 0.19 121 1 11.86 0.080 0.54 2.829 PHD2 w/ DBL 2x POST et SSTB 16 2.54 8.00 4.00 317 1 18.16 0.080 0.43 4.433 PHD5 w/ DBL 2x POST 8t SSTB20 Wind- 8.00 4.00 317 1 18.16 0.080 0.43 4.433 PHD5 w/ DBL 1x POST 81 SSTB20 Horizontal Diaphragm Lengths 8t Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feet I feet I Bolt Dia. in. Capacity kis S acin 0.50 0.818 24 in o.c. 08/02/00 - Lateral Analysis - Sage Residence - R.C.E. job 2000-051 Ist 1 st Level (UBC Section 1630.1) o e p i o 0 own equve . North-South Direction: Story shear 6.42 kips Level p Max 1.00 Seismic 8.00 Wall ine Laterala 219 a 78.01 a ear Pinnin pp Me orces Applied) Forces esuang esisave e[ p i omments ID • Load Height Length r i Stress Number Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (fee[) (feet) (plf) Req'd/Wall (kif) (kips) (foot -kips) (klf) (kips) (foot -kips) I (kips) Simpson Products Ist Seismic o e p i o 0 own equve . 1st Seismic Level w xI t$ 10 A.D. Level Seismic 8.00 8.00 0.34 219 2 78.01 0.080 2.18 9.480 East Side West Side 8.00 6.00 0.34 219 1 28.51 0.080 1.22 4.548 No Holdown Required! Wind B.UU 14.UU 112 3.5y . w x POST 81 5511116A.B. Wind 8.00 8.00 322 2 84.59 0.080 1.71 10.360 8.00 6.00 322 1 33.44 0.080 0.96 5.414 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. m I Log en eetorizon East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (pif) Bolt Dia. (in.) Capacity (kips) Spacing in o.c. arage o e p i o 0 own equve . 1st Seismic Level w xI t$ 10 A.D. 1 st Seismic w x POST 81 551516 A.B. Wind Flonzontal Diaphragm en s u tresses East Side West Side Sill Plate Shear Anchorage for above wall line 13.00 (feet) I (plf) (feet) I (plf) 49 Bolt Dia. (in.) Capacity (kips) Spacing 5.13 0.080 in o.c. w xI t$ 10 A.D. 1 st Seismic Level 8.00 13.00 0.08 49 5.13 0.080 5.75 No Net Uplift! No Holdown Required! 1.90 B.UU 14.UU 112 3.5y . w x POST 81 5511116A.B. Wind 8.00 13.00 112 11.65 0.080 4.51 0.550 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. onzonta Diaphragm Lengths 8t tresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (pif) (feet) (pif) Bolt Dia. (in.) Capacity (kips) Spacing in o.c. 08/02/00 - Lateral Analysis - Sage Residence - R.C.E. Job 2000-051 0 1 st Level (UBC Section 1630.1) North-South Direction: story shear 6.42 kips p Max 1.00 Wall me Lateral walla a ear FinninApplied U I M orces Applied I-orces Resuang esisove Net upntt Lornments ID • Load Height Length ri Stress Number Uniform Point OTM Uniform Paint OTM Farce Used 100% of Tabulated Values See Note (kips) (feet) (feet) (plf) Req-d/Wall (klf) (kips) (foot -kips) (kif) (kips) (foot -kips) (kips) Simpson Products I st Seismic Level 8.00 3.25 0.15 95 1 7.75 0.080 0.36 2.275 8.00 3.50 0.15 95 1 8.79 0.080 0.42 2.392 8.00 3.00 0.15 95 1 6.78 0.080 0.31 2.159 Wind 8.00 3.25 489 1 17.99 0.080 0.28 5.448 8.00 3.50 489 1 19.81 0.080 0.33 5.567 L 8.00 3.00 489 1 16.23 0.080 0.24 5.330 -L0 onta Diaphragm en iu tresses i og Length (feet) East Side West Side Sill Plate Shear Anchorage for above wall line (feet)I (plf) (feet) I (pit) Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 1 1 48 in o.c. 0 U Beam1 orks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d COMPANY I PR R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 9.00 (ft) Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (4.50)* No 2 Live Full Area 16 (4.50)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�- 9.0 ft I" ---------- ------------------- Dead I 356 356 Live I 324 324 Total 1 680 680 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION.: D.Fir-L, No.2, 6x6 @ 7.185 plf This section PASSES the design code check. ########################################################################### ------------------------------ SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------- -------------------- ------------------ --------------------- Criterion I Analysis Value I Design value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------ I Shear fv @d = 30 Fv' = 85 fv/Fv' = 0.36 Bending(+) fb = 662 Fb' = 700 fb/Fb' = 0.95 Live Defl'n 0.11 = <L/999 0.30 = L/360 0.36 Total Defl'n 0.23 = L/479 0.45 = L/240 0.50 ---------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------------------- Fb'+= 700 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 0.67 1.00 - E' = 1.3 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# LC# 2 = D+L, M = 1531 lbs -ft Shear LC# 2 = D+L, V = 680, V@d = 611 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ---->--------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 5, 2000 10:58:42 F1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam2 WoodWorks® Sizer 97d Aug. 3, 2000 08:49:22 COMPANY I PROJECT R. C. E. I Sage Residence 3366 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 13.00 [ft] Load Combinations: ICBO-UBC -------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ----------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 8 (1.00)* No 2 Live Full Area 40 (1.00)* No ' 3 Dead Point 1554 6.75 No 4 Live Point 3318 6.75 No 5 Dead Point 1130 6.75 No 6 Live Point 2470 6.75 No *Tributary Width (ft) -------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 113.0 ft I " ---------- ------------------- Dead 1 1432 1536 Live 1 3043 3265 Total I 4475 4801 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 5.25x11.875 @13.854 plf This section PASSES the design code check. ########################################################################### --------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ---------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I ---------------- I -------------------I Shear v @d = 4677 Vr = 11845 V/Vr = 0.39 Bending(+) M = 28798 Mr = 28791 M/Mr = 1.00 Live Defl'n 0.33 = L/473 0.43 = L/360 0.76 Total Defl'n 0.48 = L/322 0.65 = L/240 0.74 ---------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------ ---- --- Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = , 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 28798 lbs -ft Shear : LC# 2 = D+L, V = 4711, V@d = 4677 lbs Deflection: LC# 2 = D+L EI=1465.24 million lb -int Total Deflection = 1.00(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. WoodWorks® Sizer ^ Beam3 R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801; fax (530) 894-8805 e-mail: cj@r-c-e.com SOFTWARE .FOR WOOD DESIGN WoodWorks® Sizer 97d PROJECT Sage Residence Durham, CA R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: LVL n - ply total length: 14.00 [ft] Load Combinations: ICBO-UBC ------------------------------------------------------------------------ INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (9.00)` No 2 Live Full Area 16 (9.00)* No 3 Dead Full Area 8 (5.00)* No 4 Live Full Area 40 (5.00)* No 5 Dead Full Area 8 (3.25)* No 6 Live Full Area 40 (3.25)* No *Tributary Width (ft) - --------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------------------------------------- -- - 14.0 ft I" " ---------- ------------------- Dead 1 1554 1554 Live 1 3318 3318 Total 1 4872 4872 B.Length 1 1.9 1.9 ########################################################################### DESIGN SECTION: 2.OE, 2500Fb, 1.75x11.875 2 -flys @11.978 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=lbs, moment=lbs-,ft, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear V @d = 4183 Vr = 7896 V/Vr = 0.53 Bending(+) M = 17051 Mr = 17162 M/Mr = 0.99 Live Defl'n 0.42 = L/400 0.47 = L/360 0.90 Total Defl'n 0.62 = L/272 0.70 = L/240 0.88 FACTORS: F CD CM Ct CL CF CV Cf.0 Cr LC# Fb'+= 2500 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ----------------------------- ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 17051 lbs -ft Shear : LC# 2 = D+L, V = 4872, V@d = 4183 lbs Deflection: LC# 2 = D+L EI= 976.83 million lb -int Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) ---------------------------------- DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. May 15, 2000 11:24:36 Beam4 oodWorks® Sizer _ SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d May 16, 2000 09:43:48 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) Criterion I Analysis Value I Design value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 2077 Vr = 3948 V/Vr = 0.53 Bending(+) M = 8089 Mr = 9597 M/Mr = 0.84 Live Defl'n 0.33 = L/478 0.44 = L/360 0.75 Total Defl'n 0.52 = L/303 0.66 = L/240 0.79 FACTORS: F CD CM Ct CL CF CV Cfu Cr DESIGN CHECK - NDS -1997 2 Beam DESIGN --------------------------------------------------------------------------- DATA: Fcp'= 900 1.00 1.00 - --------------------------------------------------------------------------- material: VersaLam 2 --------------------------------------------------------------------------- ADDIT_ONAL DATA --------------------------------------------------------------------------- total length: 13.25 [ft] Shear : LC# 2 = D+L, V = 2442, V@d = 2077 lbs Load Combinations: ICBO-UBC Total Deflection = 1.00(Defln dead) + Defln Live. INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) --------------------------------------------------------------------------- >>Self -weight automatically included<< -------------------------------------------------------------------------- Load I Type I Distribution 1 Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 8 (3.25)* No 2 Live Full Area 40 (3.25)* No 3 Dead Full Area 16 (6.50)* No 4 Live Full Area 16 (6.50)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 13.3 ft I ---------- -------------------- Dead I 892 892 Live I 1550 1550 Total I 2442 2442 B.Length I 1.6 1.6 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) Criterion I Analysis Value I Design value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 2077 Vr = 3948 V/Vr = 0.53 Bending(+) M = 8089 Mr = 9597 M/Mr = 0.84 Live Defl'n 0.33 = L/478 0.44 = L/360 0.75 Total Defl'n 0.52 = L/303 0.66 = L/240 0.79 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 --------------------------------------------------------------------------- 2 --------------------------------------------------------------------------- ADDIT_ONAL DATA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 2 = D+L, M,= 8089 lbs -ft Shear : LC# 2 = D+L, V = 2442, V@d = 2077 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. j WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beams WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: ------------------ material: VersaLam total length: 10.50 (ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) I 10.5 ft I " ---------- ------------------- Dead I 192 89 Live I 854 560 Total 1 1046 649 B.Length 1 1.0 1.0 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### -------------------------------------------------------------------------- -------------------------------------------------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) Criterion 1 Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 933 Vr = 3948 V/Vr = 0.24 Bending(+) M = 1835 Mr = 9597 M/Mr = 0.19 Live Defl'n 0.06 = <L/999 0.35 = L/360 0.19 Total Defl'n 0.08 = <L/999 0.52 = L/240 0.14 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1..00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 - ---------------- ADDITIONAL DATA -- -------------------------------- Bending(+): LC# 2 = D+L, M = 1835 lbs -ft Shear : LC# 2 = D+L, V = 1046, V@d = 933 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction)• (All LC's are listed in the Analysis output) ---------------------- DESIGN NOTES: - --------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. May 16, 2000 09:26:42 >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern -----I--------I--------------I-----------------I-----------------I-------- I I I Start End I Start End I Load 1 Dead Full Area 8 (1.25)* No 2 Live Full Area 40 (1.25)* No 3 Dead Point 127 1.00 No 4 Live 'Point 364 1.00 No 5 Live Full UDL 50 No *Tributary Width --------------------------------------------------------------------------- --------------------------------------------------------------------------- (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 10.5 ft I " ---------- ------------------- Dead I 192 89 Live I 854 560 Total 1 1046 649 B.Length 1 1.0 1.0 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### -------------------------------------------------------------------------- -------------------------------------------------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) Criterion 1 Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 933 Vr = 3948 V/Vr = 0.24 Bending(+) M = 1835 Mr = 9597 M/Mr = 0.19 Live Defl'n 0.06 = <L/999 0.35 = L/360 0.19 Total Defl'n 0.08 = <L/999 0.52 = L/240 0.14 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1..00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 - ---------------- ADDITIONAL DATA -- -------------------------------- Bending(+): LC# 2 = D+L, M = 1835 lbs -ft Shear : LC# 2 = D+L, V = 1046, V@d = 933 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction)• (All LC's are listed in the Analysis output) ---------------------- DESIGN NOTES: - --------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. May 16, 2000 09:26:42 WoodWOrks® Sizer SOFTWARE FOR WOOD DESIGN Beam6 WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: LVL n -ply total length: 21.00 [ft] Load Combinations: ICBG -UBC --------------------------------------------------------------------------- --------------------------------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 8 (5.50)* No 2 Live Full Area 40 (5.50)* No 3 Dead Point 127 11.50 No 4 Live Point 364 11.50 No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 10.5 10.5 ft ---------- ---------------------------- Dead 1 215 860 227 Live 1 851 32247 886 Total 1 1067 4107 1113 B.Length 1 1.0 1.6 1.0 --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN SECTION:' 2.OE, 250OFb, 1.75x11.875 2-Plys @11.978 plf This section PASSES the design code check. --------------------------------------------------------------------------- --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear V @d = 2002 Vr = 7896 V/Vr = 0.25 Bending(+) M = 2246 Mr = 17162 M/Mr = 0.13 Bending(-) M = 4015 Mr = 17162 M/Mr = 0.23 Live Defl'n 0.03 = <L/999 0.35 = L/360 0.08 Total Defl'n 0.03 = <L/999 0.52 = L/240 0.07 --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fb'+= 2500 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-= 2500 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 2246 lbs -ft Bending(-): LC# 2 = D+L, M = 4015 lbs -ft Shear : LC# 2 = D+L, V = 2275, V@d = 2002 lbs Deflection: LC# 2 = D+L EI= 976.83 million lb -int Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the,default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. May 15, 2000 14:23:18 Beam? oodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d May 16, 2000 09:41:26 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 3.75 [ft] Load Combinations: ICBO-UBC --------------------------------------------------------------------------- --------------------------------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (4.25)* No 2 Live Full Area 40 (4.25)* No 3 Dead Partial Area 8 (1.50)* 1.13 2.63 No 4 Live Partial Area 40 (1.50)* 1.13 2.63 No *Tributary Width (ft) --------------------------------------------------------------=----------- -------------------------------------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ---------------------------=----------------------------------------------- --------------------------------------------------------------------------- 3.8 ft ---------- ------------------- Dead 1 113 113 Live 1 364 364 Total 1 477 477 B.Length 1 1.0 1.0 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### --------------------------------------------------------------------------- --------------------------------------------------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 254 Vr = 3948 V/Vr = 0.06 Bending(+) M = 478 Mr = 9597 M/Mr = 0.05 Live Defl'n 0.00 = <L/999 0.13 = L/360 0.01 Total Defl'n 0.00 = <L/999 0.19 = L/240 0.01 -------------------------------------------------------------------------- -------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 2 = D+L, M = 478 lbs -ft Shear : LC# 2 = D+L, V = 468, V@d = 254 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb -int Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. IF WoodWorks® Sizer_ __SOFTWARE FOR WOOD DESIGN. Beam8 WoodWorks® Sizer 97d May 16, 2000 09:39:16 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 10.25 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ----------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Partial Area 8 (6.50)* 7.00 10.25 No 2 Live Partial Area 40 (6.50)* 7.00 10.25 No 3 Dead Point 1153 6.75 No 4 Live Point 1762 6.75 No 5 Dead Point 1310 6.75 No 6 Live Point 3370 6.75 No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 10.3 ft I" ---------- ------------------- Dead I 915 1812 live I 1886 4091 Total I 2802 5902 B.Length I 1.0 1.9 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 3.5x11.875 @ 9.236 plf This section PASSES the design code check. ########################################################################### -------------------------- SECTION vs. DESIGN CODE (force -lbs, moment=lbs-ft, deflection=in) --------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear V @d = 5555 Vr = 7897 V/Vr = 0.70 Bending(+) M = 18698 Mr = 19194 M/Mr = 0.97 Live Defl'n 0.19 = L/643 0.34 = L/360 0.56 Total Defl'n 0.28 = L/437 0.51 = L/240 0.55 ----------------------------------------- - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# - ----------------------------------------------------------- Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 18698 lbs -ft Shear : LC# 2 = D+L, V = 5855, V@d = 5555 lbs Deflection: LC# 2 = D+L EI= 976.83 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: -------------------------------------------------------------------- -------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. WOOdWOrkS® SIZ@r_ _ SOFTWARE FOR WOOD DESIGN Beam9 WoodWorks® Sizer 97d May 16, 2000 09:32:58 COMPANY R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801; fax (530) 894-8805 e-mail: cj@r-c-e.com PROJECT Sage Residence Durham, CA . R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 13.25 (ft] Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full Area 16 (8.50)* No 2 Dead Full Area 16 (8.50)* No 3 Dead Full Area 8 (3.25)* No 4 Live Full Area 40 (3.25)* No *Tributary Width (ft) --------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.3 ft ---------- ------------------- Dead 1 1104 1104 Live 1 1762 1762 Total 1 2866 2866 B.Length 1 1.8 1.8 ####4###################################################################### DESIGN SECTION: 2.OE, 2800Fb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### ====== ------------ SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ------------------------------ Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear v @d = 2438 Vr = 3948 v/Vr = 0.62 Bending(+) M = 9494 Mr = 9597 M/Mr = 0.99 Live Defl'n 0.38 = L/420 0.44 = L/360 0.86 Total Defl'n 0.61 = L/258 0.66 = L/240 0.93 ----------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------- - Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 9494 lbs -ft Shear : LC# 2 = D+L, V = 2866, V@d = 2438 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. WoodVllorks® Sizer SOFTWARE FOR WOOD DESIGN Beam10 WoodWorks® Sizer 97d May 16, 2000 09:49:42 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1 Beam DESIGN DATA: material: VersaLam total length: 13.25 [ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< -------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full Area 40 (0.75)* No 2 Dead Full Area 8 (0.75)* No 3 Dead Partial Area 16 (8.50)* 3.75 9.50 No 4 Live Partial Area 16 (8.50)* 3.75 9.50 No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.3 ft I " ---------- -------------------- Dead I 461 461 Live I 590 590 Total I 1051 1051 B.Length I 1.0 1.0 ------------ ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### ------------ ---------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ----------------------------- Criterion ( Analysis Value I Design Value I Analysis/Design 1 -------------- I ---------------- I ---------------- I ------------------I Shear V @d = 1011 Vr = 3948 V/Vr = 0.26 Bending(+) M = 4948 Mr = 9597 M/Mr = 0.52 Live Defl'n 0.17 = L/961 0.44 = L/360 0.37 Total Defl'n 0.30 = L/524 0.66 = L/240 0.46 --------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 4948 lbs -ft Shear : LC# 2 = D+L, V = 1051, V@d = 1011 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (all LC's are listed in the Analysis output) --------------------------------------------------------------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam11 WoodWorks® Sizer 97d May 16, 2000 09:56:34 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 13.25 [ft] Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full Area 40 (1.40)* No 2 Dead Full Area 8 (1.40)* No 3 Dead Partial Area 16 (8.50)* 0.00 3.75 No 4 Live Partial Area 16 (8.50)* 0.00 3.75 No 5 Live Partial Area 16 (8.50)* 9.75 13.25 No 6 Dead Partial Area 16 (8.50)* 9.75 13.25 No *Tributary width (ft) ------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 13.3 ft I ---------- ------------------- Dead 1 605 590 Live 1 872 856 Total 1 1477 1446 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### --------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ------------------------------------------------------------ Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear V @d = 1137 Vr = 3948 V/Vr = 0.29 Bending(+) M = 3368 Mr = 9597 M/Mr = 0.35 Live Defl'n 0.15 = <L'/999 0.44 = L/360 0.33 Total Defl'n 0.23 = L/679 0.66 = L/240 0.35 ------------------------------- FACTCRS: F CD CM Ct CL CF Cv Cfu Cr LC# - ------------------------------- Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 3368 lbs -ft Shear : LC# 2 = D+L, V = 1477, V@d = 1137 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SOL -BEAMS (Structural Composite Lumber): the attached SOL selection is for preliminary design only. For final member design contact your local SOL manufacturer. ########################################################################### DESIGN SECTION: VG West.DF, 24F -V4, 5.125x18 @21.911 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflectioh=in) Criterion I Analysis Value 1 Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 58 Fv' = 190 fv/Fv' = 0.30 Bending(+) fb = 943 Fb' = 2299 fb/Fb' = 0.41 Bending(-) fb = 32 Fb' = 1200 fb/Fb' = 0.03 Live Defl'n 0.06 = L/428 0.13 = L/180 0.42 Total Defl'n 0.12 = L/201 0.20 = L/120 0.60 (a cantilever span governs deflection) FACTCRS: F CD CM Ct CL CF CV Cfu Cr LC# Fb I+= 2400 1.00 1.00 1.00 1.000 1.00 0.958 1.00 1.00 2 Fb'-= 1200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 21738 lbs -ft Bending(-): LC# 2 = D+L, M = 748 lbs -ft Shear : LC# 2 = D+L, V = 4101, V@d = 3540 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln.dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (A:1 LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp (tension) I Fcp(comp In) . WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam12 Wood Works® Sizer 97d Aug. 3, 2000 08:00:44 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 - (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 23.75 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- I Live Full Area 16 (11.00)* No 2 Dead Full Area 16 (11.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 21.8 2.0 ft 1 ---------- ---------------------------- Dead 1 2134 2566 Live 1 1898 2282 Total 1 4032 4848 B.Length 1 1.2 1.5 ########################################################################### DESIGN SECTION: VG West.DF, 24F -V4, 5.125x18 @21.911 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflectioh=in) Criterion I Analysis Value 1 Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 58 Fv' = 190 fv/Fv' = 0.30 Bending(+) fb = 943 Fb' = 2299 fb/Fb' = 0.41 Bending(-) fb = 32 Fb' = 1200 fb/Fb' = 0.03 Live Defl'n 0.06 = L/428 0.13 = L/180 0.42 Total Defl'n 0.12 = L/201 0.20 = L/120 0.60 (a cantilever span governs deflection) FACTCRS: F CD CM Ct CL CF CV Cfu Cr LC# Fb I+= 2400 1.00 1.00 1.00 1.000 1.00 0.958 1.00 1.00 2 Fb'-= 1200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 21738 lbs -ft Bending(-): LC# 2 = D+L, M = 748 lbs -ft Shear : LC# 2 = D+L, V = 4101, V@d = 3540 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln.dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (A:1 LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp (tension) I Fcp(comp In) . 0 013 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam13 WoodWorks® Sizer 97d May 12, 2000 15:04:52 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 16.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ----------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Live Full Area 11 (3.00)* No 2 Dead Full Area 11 (3.00)* No 3 Dead Full Area 16 (2.50)* No 4 Live Full Area 16 (2.50)* No 5 Live Full Area 33 (1.00)* No 6 Dead Full Area 33 (1.00)* No *Tributary Width (ft) ------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 16.0 ft I" " ---------- ------------------- Dead I 968 968 Live I 848 848 Total I 1816 1816 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### ---------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I----------------I----------------I------------------I Shear fv @d = 38 Fv' = 85 fv/Fv' = 0.45 Bending(+) fb = 719 Fb' = 1350 fb/Fb' = 0.53 Live Defl'n 0.14 = <L/999 0.53 = L/360 0.26 Total Defl'n 0.30 = L/639 0.80 = L/240 0.38 ----------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------- Fb'+= 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA Bending(+) LC# 2 = D+L, M = 7265 lbs -ft Shear : LC# 2 = D+L, V = 1816, V@d = 1599 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: -------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Ll I -- ------- WoodWorks® Sizer Beam14 81y SOFTWARE FOR WOOD DESIGN Wood Works® Sizer 97d COMPANY I PROJECT R. C. E. i Sage Residence 336 Broadway 07, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: LVL n -ply total length: 10.00 [ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (9.00)* No 2 Live Full Area 16 (9.00)* No 3 Dead Full Area 8 (10.00)* No 4 Live Full Area 40 (10.00)* No 5 Dead Full Area 8 (3.25)* No 6 Live Full Area 40 (3.25)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 10.0 ft I" " ---------- ------------------- Dead 1 1310 1310 Live 1 3370 3370 Total 1 4680 4680 B.Length 1 1.8 1.8 ########################################################################### DESIGN SECTION: 2.OE, 2500Fb, 1.75x11.875 2 -Flys @11.978 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear V @d = 3754 Vr = 7896 V/Vr - 0.48 Bending(+) M = 11700 Mr = 17162 M/Mr = 0.68 Live Defl'n 0.16 = L/772 0.33 = L/360 0.47 Total Defl'n 0.22 = L/556 0.50 = L/240 0.43 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2500 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 11700 lbs -,ft Shear : LC# 2 = D+L, V = 4680, V@d = 3754 lbs Deflection: LC# 2 = D+L EI= 976.83 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) ----------------------- DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. May 15, 2000 14:20:30 �- Woodworks® Sizer____ SOFTWARE FOR WOOD DESIGN Beam15 WoodWorks® Sizer 97d COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: VersaLam total length: 3.75 (ft) Load Combinations: ICBG -UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< -------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 12 (6.75)* No 2 Live Full Area 40 (6.75)* No *Tributary Width (ft) ------------------------------- MAk:IMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 3.8 ft I" ----=-----I------------------- Dead 1 161 161 Live 1 506 506 Total 1 667 667 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: 2.OE, 280OFb, 1.75x11.875 @ 4.618 plf This section PASSES the design code check. ########################################################################### ------------------------------- SECTION vs. DESIGN CODE (force=lbs, moment=lbs-ft, deflection=in) ----------------------------------------------- Criterion I Analysis value I Design value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear V @d 315 Vr = 3948 v/Vr = 0.08 Bending(+) M = 625 Mr = 9597 M/Mr = 0.07 Live Defl'n 0.00 = <L/999 0.13 = L/360 0.02 Tctal Defl'n 0.00 = <L/999 0.19 = L/240 0.02 ----------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------- Fb'+= 2800 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 900 1.00 1.00 - E' = 2.0 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 625 lbs -ft .Shear : LC# 2 = D+L, V = 667, v@d = 315 lbs Deflection: LC# 2 = D+L EI= 488.41 million lb-in2 Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. P9 ►315 May 16, 2000 09:40:20 _ P P'/1' WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam16 WoodWorks® Sizer 97d Aug. 2, 2000 16:23:18 COMPANY I PROJECT R. C. E. I Sage Residence 336 Broadway #7, Chico, CA 95928 1 (530) 894-8801; fax (530) 894-8805 1 Durham, CA e-mail: cj@r-c-e.com I R. C. E. 2000.051 DESIGN CHECK - NDS -1997 Roof Joist DESIGN DATA: -------------------------- material: Lumber -soft @ 16.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 25.46 [ft] slope: 45.0 [deg] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC ---------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ------------ ----------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (16.0)* No 2 Live Full Area 16 (16.0)* No *Tributary Width (in) ----------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 18.0 ft ---------- ------------------- Dead 1 323 323 Live 1 192 192 Total 1 515 515 B.Length I. 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 2x12 @ 4.008 plf This section PASSES the design code check. #### WARNING: Member length exceeds typical stock length of 18.0 (ft) ########################################################################### ----------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 30 Fv' = 95 fv/Fv' = 0.31 Bending(+) fb = 878 Fb' = 1035 fb/Fb' = 0.85 . Live Defl'n 0.35 = L/863 1.27 = L/240 0.28 Total Defl'n 0.95 = L/322 1.70 = L/180 0.56 ------------------------------------------------ - - FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# -------------------------------------------------- - Fb'+= 900 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.15 2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA --------------- Bending(+): LC# 2 = D+L, M = 2315 lbs -ft Shear : LC# 2 = D+L, V = 364, V@d = 336 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to he provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. P,, e i 7 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam17 WoodWorks® Sizer 97d Aug. 2, 2000 16:21:40 COMPANY I PROJECT R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801; fax (530) 894-8805 e-mail: cj@r-c-e.com DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 22.00 (ft] Load Combinations: ICBO-UBC --------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 16 (18.00)* No 2 Live Full Area 16 (18.00)* No *Tributary Width (ft) ------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ---- I 22.0 ft I" ---------- ------------------- Dead I 3409 3409 Live I 3168 3168 Total I 6577 6577 B.Length I 2.0 2.0 ########################################################################### DESIGN SECTION: VG West.DF, 24F -V4, 5.125x18 @21.911 plf This section PASSES the design code check. ########################################################################### ---------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ------=--------- I----------------I------------------I Shear fv @d = 92 FV, = 190 fv/Fv' = 0.49 Bending(+) fb = 1569 Fb' = 2294 fb/Fb' = 0.68 Live Defl'n 0.34 = L/779 0.73 = L/360 0.46 Total Defl'n 0.70 =. L/375 1.47 = L/180 0.48 ---------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------- Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 0.956 1.00 1.00 2 Fv' = 190 1.00 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 ADDITIONAL DATA -------------- Bending(+) LC# 2 = D+L, M = 36174 lbs -ft Shear : LC# 2 = D+L, V = 6577, V@d = 5680 lbs Deflection: LC# 2 = D+L Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ---------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:31:26 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 ILocation: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com (Footing Id: F1 FOUNDATION PARAMETERS Concrete Ultimate -Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in'. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width ...................................................... 1.50 ft. Footing Length ..................................................... 1.50 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 1.71 psi Beam Shear Stress .................................................. n/a psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing ............................:............. .7 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.71 0.00 0.00 Live Load 0.65 0.00 0.00 Pq F� Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:35:27 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 I Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.:, 2000.051 E-mail: cj@r-c-e.com (Footing Id: F3 FOUNDATION PARAMETERS Concrete, Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width ...................................................... 2.00 ft. Footing Length ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 5.59 psi Beam Shear Stress .................................................. .40 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength.............. .00 int Gravity Only Soil Bearing .......................................... .7 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, -(ft -kips) Dead Load 0.94 0.00 0.00 Live Load 1.55 0.00 0.00 Py F3 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:35:35 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 ILocation: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 (Client: client .Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com (Footing Id: F4 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf FootingWidth ...................................................... 3.50 ft. Footing Length ..................................................... 3.50 ft. FootingDepth ....................................................... 18.00 in. Punching Shear Stress .............................................. 10.85 psi Beam'Shear Stress .................................................. 2.09 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength .............. .11 in' (1-#4) Transverse Bottom Reinforcement Required for Strength ...........:.. .12 in' (1 -#4). - Gravity Only Soil Bearing .......................................... .9 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.03 0.00 0.00 Live Load 6.48 0.00 0.00 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:36:00 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com (Footing Id: F7 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength......... ...................... 1.0 ksf Footing Width ...................................................... 3.50 ft. FootingLength ....................................................... 3.50 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 10.43 psi Beam Shear Stress .................................................. 2.00 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .11 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .11 int (1-#4) Gravity Only Soil Bearing .......................................... .8 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D +.1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.82 0.00 0.00 Live Load 6.27 0.00 0.00 Foot2000 ver. 1:0, Copyright © 1999-2000 Spyder Software 6/5/00 10:36:07 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com (Footing Id: F8 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf FootingWidth ...................................................... 3.00 ft. FootingLength ..................................................... 3.00 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 6.78 psi Beam Shear Stress .................................................. .28 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .06 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .07 int (1-#4) Gravity Only Soil Bearing .......................................... .8 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.88 0.00 0.00 Live Load 4.72 0.00 0.00 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6%5/00 10:36:13 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805. (Job No.: 2000.051 E-mail: cj@r-c-e.com IFooting Id: F9 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ...................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ......................................................... 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width....... ............................................. 2.50 ft. Footing Length ..................................................... 2.50 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress ............................................... 11.34 psi Beam Shear Stress ................................................... 3.08 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 int Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .7 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.86 0.00 0.00 Live Load 3.25 0.00 0.00 A Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00.10:31:38 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 ]Location: Chico, CA, 95928 1 Durham, state CA Phone: (530) 894-8801 IClient: client Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com IFooting Id: F10 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Gravity Only Soil Bearing Strength ................................. FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... Punching Shear Stress .............................................. Beam Shear Stress .................................................. Reinforcing Standards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required for Strength .............. Gravity Only Soil Bearing .......................................... 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.0 ksf 3.00 ft; 3.00 ft. 18.00 in. 7.00 psi .29 psi ASTM -A615 .07 in' (1-#4) .07 in (1-#4) .9 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.93 0.00 0.00 Live Load 4.08 0.00 0.00 Py F7 P F� Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 336 Broadway; Suite 7 ILocation: Chico, CA, 95928 1 Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: E-mail: cj@r-c-e.com (Footing Id: FOUNDATION PARAMETERS 6/5/00 10:31:46 AM Project Info Sage Residence Durham, state CA client 2000.051 Fll Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ...................... ............................. 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf FootingWidth ...................................................... 1.00 ft. FootingLength ..................................................... 4.00 ft. Footing Depth ...................................................... 18.00 in. Punching Shear Stress .............................................. 10.23 psi Beam Shear Stress .................................................. 4.36 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .05 int (1-#4) Transverse Bottom Reinforcement Required Inside Column Strip....... .00 int Transverse Bottom Reinforcement Required Outside Column Strip...... .00 int Gravity Only Soil Bearing .......................................... 1.0 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.13 0.00 0.00 Live Load 2.37 0.00 0.00 P9 F9 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:31:57 AM Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 I Durham, state CA Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com IFooting Id: F12 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength,'f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in.. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size .........................:.............................. 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width ...................................................... 3.00.ft. FootingLength ...................................................... 3.00 ft. Footing Depth ..........................:........................... 18.00 in. Punching Shear Stress .............................................. 7.27 psi Beam Shear Stress .................................................. .31 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .07 in' (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .07 int (1-#4) Gravity Only Soil Bearing ........................................... .9 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.71, UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.11 0.00 0.00 Live Load 5.02 0.00 0.00 Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:44:27 AM Py no Company Info I Project Info R. C. E. (Project: Sage Residence 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Durham, CA Phone:. (530) 894-8801 (Client: Scott Jackson Fax: (530) 894-8805 (Job No.: 2000.051 E-mail: cj@r-c-e.com IFooting Id: Cl FOUNDATION PARAMETERS Material Properties: . Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 17.00 1.50 18.00 Column & Wall Data: Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 871 / 1,000 n/a n/a Beam Shear Stresses: Section: 1 ............................ 0.00 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........ 0.00 psi Column 4 0.00 psi Column 5 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups in Z, Design in', Design inz/ft, Spacing in Z, Spacing Section: 1 Strength:.. 0.10 1-#4 0.06 1-#4 0.00 -.....N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. Type Center Length Width Col=f'c Col-Fy Dowel Bars ft. in. in. psi ksi No. & Size Column 2 Other. 3.50 4.00 4.00 n/a n/a n/a Column 3 Other 0.17 4.00 4.00 n/a n/a n/a Column 4 Other 10.00 4.00 4.00 n/a n/a n/a Column 5 Other 11.75 4.00 4.00 n/a n/a n/a Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall •1 Stud 8 50 17.00 4.00 8.00 8 No Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 871 / 1,000 n/a n/a Beam Shear Stresses: Section: 1 ............................ 0.00 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 0.00 psi Column 3 ........ 0.00 psi Column 4 0.00 psi Column 5 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups in Z, Design in', Design inz/ft, Spacing in Z, Spacing Section: 1 Strength:.. 0.10 1-#4 0.06 1-#4 0.00 -.....N/A.... Not Reqd... Note: Strength = Steel Required for Strength.. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:44:28 AM Footing Id: C1 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 2.38 0.00 5.92 0.00 n/a n/a n/a Column:2 0.13 0.00 0.36 0.00 n/a n/a n/a Column:3 0.23 0.00 0.89 0.00 n/a n/a n/a Column:4 0.65 0.00 0.87 0.00 n/a n/a n/a Column:5 0.55 0.00 0.59 . 0.00 n/a n/a n/a Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 336 Broadway; Suite 7 ILocation: Chico, CA, 95928 I Phone•: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: E-mail: cj@r-c-e.com (Footing Id: FOUNDATION PARAMETERS Material Properties: - 6/5/00 10:45:37 AM Project Info Sage Residence Durham, CA Scott Jackson 2000.051 C2 Conc. Strength Conc. Type Bot. Steel Top Steel f'c, psi Cover, in. Cover, in. Section: 1 2,000 HardRock 3.00 2.00 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 17.00 1.50 18.00 Column & Wall Data: Type Center Length Width Col-f'c Col-Fy ft. in. in. psi ksi Column 2 Other 0.17 4.00 4.00 n/a n/a Column 3 Other 10.00 4.00 4.00 n/a n/a Column 4 Other 11.75 4.00 4.00 n/a n/a Type Center Length Width Height Density ft. ft. in. ft. pcf Wall 1 Stud 8.50 17.00 4.00 8.00 8 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 918 / 1,000. n/a n/a Beam Shear Stresses: Steel Yield Fy, ksi 40 Dowel Bars No. & Size n/a n/a n/a Use Stiffness? No Section: 1 ........................... 0.00 psi Stirrups not required ' Punching Shear Stresses: Wall 1 0.00 psi Column 2 ......................... 0.00 psi Column 3 .. ....................... 0.00 psi Column 4 0.00 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse . inz, Design in Z, Design inz/ft, Spacing Section: 1 Strength:.. 0.15 1-#4 0.05 1-#4 0.00 ..... N/A.... Note: Strength = Steel Required for Strength.. Stirrups in 2,. Spacing Not Regd..: PS Fa Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 6/5/00 10:45:37 AM Footing Id: C2 Page: 2 Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 2.38 0.00 5.92 0.00 n/a n/a n/a Column:2 0.38 0.00 1.36 0.00 n/a n/a n/a Column:3 0.65 0.00 0.87 0.00 n/a n/a n/a Column:4 0.55 0.00 0.59 0.00 n/a n/a n/a .4 y,. e BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT F. :14:11kyAls,"111 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. Q810 ASSESSOR PARCEL NO. O 3q _ S--1 D _ ZONING OWNER Melvin d, 6a e. I Karen , S CL PHONE NO. go 57 4t, - © 69 J OWNER'S ADDRESS 1 O J 11 x �q q S r n ,�I j a3 "1 `-i LOCATION OF BUILDING S�-a.in le Ave , h i C -C) USE OF BUILDING SIZE OF STRUCTURE S X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR J;YPE y ,®��+s'KiLG iZ.0 ESTIMATED COST OF CONSTRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: $S 26;E 2 D rhe/ FRONT SIDES !yt-` REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date '/-, / of Permit Fee - $60.00 Receipt No. 6 Signature of Owner Soe-ar The above described AG Building is exempt Yo lding permit. ������Wffiffimm Manager Building Qivision f By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant M ►�� 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: Cj ASSESSOR PARCEL NUMBER: • n 3 9 3 -7-o O U S Proposed Building se: Building Inspector: Ilyzaho Date: I I- I U -C19 At time of ermit applica , I was a vised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted.---------------------------------------- �2. Plot plans, 3/4 sets, signed by the preparer of plans.------------`3)----------------� ----------- --- --- E13. gpmplete plans, 3/4 sets, signed by the preparer of plans. ----- �--------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout -in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El 10. Fees of $---------------------------------------------- Z 1.1. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- " -❑ 14Sanitation and plot plan approval Health Department. ------------------------------------------- ' ❑ 15. City of Chico plumbing permit.-----------------------------------------------------------------------------------"'.: •' ,. ❑ 16. Plot plan and business license approval from the City of Biggs. -----=----------------------------------------. El 17. Planning approval for (A) Use: (B) Parking:l"J ' "V �J� -------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage; ❑ Legal Parcel. --------------------- ; , +, ❑ 19. Encroachment Permit for driveway (construction approval prior to occuP'anr--------- .cY)- ❑20. Pre -inspection for required Request to Building Inspector on (Date) y " 1:12 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ • - ,,�` " El 22. Workers' Compensation carrier and policy number. E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------- Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------- ----------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, OGrant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (__130. Other: When you issue the permit, process as follows ❑ Mail to owner, Kail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant. Date:1 lCopy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air llution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ 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 Division counter, by Date::, Plans reviewed by: Date:. Plans approved by: Date: :• " :::" " Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: i t. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant. Date:1 lCopy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air llution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ 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 Division counter, by Date::, Plans reviewed by: Date:. Plans approved by: Date: :• " :::" " Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 11/10/1999 07:42 305-424-3320 MSLSAGS PAGE 04 Meivin D. Sage P,O. Pox 2998 Atascadero, CA 93423 November 9, 1999 To whom it may conoern: ' Andy Wood of Notch Valley Building Systems is authorized by me to sign in my behalf any pamits necessary for the ag, building that he is constructing on my property on Stanley Ave. in. Chico. Thank -you, Melvin D. Sage 11/10/99 07:49 TX/RX N0.6024 P.004 -'iW t-L A D R A 1-• = f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 February 13, 1997 FAX: (916) 538-2140 Midvalley Title & Escrow a t P.O. Box 3039 Chico, CA 95927 RE: AN 039-370'080 & 039-390-007 Building permits will be issued on the above parcels or existing lots on parcel 039-390-007 upon approval of plans and conditions necessary for approval. Those conditions include but are not limited to: 1. Submittal of an application, plans, payment of permit fees, and all development impact fees appropriate for the proposed construction. Approval of building plans for compliance with applicable construction and energy code requirements. 2. Environmental Health clearance for sewage disposal and water supply for each and every application for permit. 3. Clearance from Planning for compliance with zoning regulations on each and every lot or parcel. 4. Issuance of driveway permit. If I can be of further assistance, please contact me at the number above. Sincerely, Ia' chael . Vieira, C.B.O. nager, Building Division APR 30 '96 LI:96 AM LAND DEVELOPMENT Poge BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Budding Permit No. NAME:. .I.I.../.Oo I d lC_� NUMBER: -' ✓ �J b 0 T .s: COUNTY ZONINd '�`' DESIGNATION: -S FLOOD ZONE: r/X� I� FLOOD MAP: ton r' APPROVED: CONDITIONALLY APPROVED: RE30LV9 PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED WFORMATION: ST N EY /} vt DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING, 6, 1? -3 17 9 LOT 2 BOOK 7 PAGE -3 9 COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR -TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel aizo required by zone. C. Most current E.H.O. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL AEES TO BE PAID TO THE BUILDING DIVISION tJNLESS 0THERWISBNOTED. 1. - Maintain a 50 ft. building setback from centerline of road. St tN(.EF? _ 2. Maintain a ft.building setback from right-of-way/centerline of X3. Maintain a 100 ft. leachfield setback from all existing wells. .. _ 4. Maintain a ft. leachfield setback from S. Pay water tender fees in the amount of to Battalion Number of the Butte County Fire Department. _„- 6. Meet the Fire Safe Regulations of Butte County and P.A.C. 4290. — 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in' accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes. NFPA Standard 130, unless a pressurized community water system, with hydrants that meet Fire Department specifications. serves the parcel. — 10. Pay T.D.O. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Garne for the preservation of oak trees. (See phone number below) — 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. APR 30 '96 11:66 AM Page 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ 1 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Psymorrt to be sea a to Oe Plortr*W Diin&iwL 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety: Mobile homes shell be constructed on a permanent foundation system which complies .with the Seismic Zone 3• requirements of the Uniform Building Code. 15. Deer Mitigation- fees are to be paid;Af such fees have been adopted by the Butte County Board of Supervisors. x 18. Pay school impact mitigetfon fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and flreplacs`lnserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1.988 as amended. 19: Ff:any cultural resources ,areucountered during -ground disturbing'activities, all work shall cease in clic area 'of the find pending 'examination of the site by a professional archaeologist.. This person would then be -able to ;assess the site significance and suggest appropriate mitigation measures. 20 . Aj V fZ�F Z o �MENT- A t.oN U PA--A-VL U NG- -21. 22. 23. 24. 1 2b. . nld 1ID9 30 X Nnoo .966 :$ .l. ��3� � ... .. � .. . • � � . . ®3A0333H LO 9195 • C:%WPSI%FORMS.K113LDGPEAM.CLA -12' 97 (WED) 14:14 BECKY TEL:916 893 1863 P.002 S .� A M C lit Mid ValleyTitle & Escrow Company February 12, 1997 County of Butte Land Development Division 7 County Center Drive Oroville, Ca. 95965 Re: A.P.# 039-370-080.& 03.9-390-007 Dear Sirs, This Company is assisting M. Anthony Soares with meeting the requirements of the California Department of Real Estate. Could you please provide us with a letter stating that building permits will be available Oil each and.every lot in the above said A.P.#'s. If you have any questions, please call. Thank You, VIA akAM )ennferMackall Assistan�Title Officer P.O. Box 3039, 95927 -- 601 Main Street -- Chico, Ca 95928 (916) 89375644 -- FAX (916) 893-1853 -12' 9? (IhED)14:14 BECKY TEL:916 893 1853 P.001 Mid wileTitle & EscrowY 601 MAIN STREET, CHICO Cq, 95928 PHONE 0893.5644,FAX#m93-1853 ax j�• Land Development Division Stu/Philo fOX 538-2140 From.' Jennifer @ Mid Valley Title Po9r�s 2 U010111;T& February 12, 1997 @ 2:15 pm r. y job Name: SAGE WARNING Read all notes on this sheet and give a cony of'it to the Erecting Contractor. This design is for an htdivid:wl building component. It leas been based on speciftca ions provided by the component tnmufacmrer and done in accurd: nee with the current versions of TPI -and APPA design semd:uds. No responsibility is assumed for dimensional accuracy. Dimensions are to be vcritied by the component tremufac:urer and/or building designer prior to fabrication. The building designer slutll ascertain tluu the buds utilized nu this design meet or exceed the loading imposed by the local building coda It is assumed tlun the top chord is laterally braced by the roof or hour Truss ID: 1 Drw -003 _ TC Live 16.0 psf DurFacs L=1.25 P=1.15 LLCsheathing and the bottom chord is Laterally braced by it rigid sheathing nuuercd directly attached, unless otherwise noted. Bracing shown is for L•ue::al TC 2x4 DFL #1 & Btr. Plating cspec : PNSI/TPI - 1995 'Ibis truss is deigned using the suppun of components members only to reduce buckling length. This component shall not be placed in any environment slut will cause the moisture BC 2x4 rFL #1 & Btr. RUS DESIM IS TILE CCMPCiSrrE RESULT OF LBC -97 Cbcle. Bldg D>clo-�ed = Yes, E)�d 9- = No TRINWAL s),grBMs standards. "I'RUSCOM \tANUAL', by Troswal, 'QUALITY CONTROL STANDARD FOR b?A. PLATE CONNfC'ITD WOOD TRUSSI S' - CBI MKI, DFL SIS PLATE VAILFS PER ICB , RESQM-1 REFcRr #3.607. . L4=PLE LOAD CASES. BEARIM RF¢III2EfE shoal are based C11LY an-ricane/Oran\ Line =Igo E� Cate�y = B Design Spec UBC -97 Jcrirt L� iaiy=-_-_-_ 22 0- 0- 0 Lrmdad £cr 10 PSF nrn-enr�u slt BOLL. al the MIMEat ead-i bearirrj. Bldg Ies-g�-1� 80.00ft, Bldg cltt: = 40007t, l� r f l�eiglfl = 23.42ft, MRI = 75 1 2 0- 0- U 1- 7- 0 23 1- 7- 0 <It is a0s nr�i that ane fans of this truss < is slwatlrad 4rlth pl '.00d, CSB, wood beard PLAaITI. BASED CN QiEEN LIFER VALLL•S. C9assificatian = 9, Dead Toad = 21.0 paf 3 4 2-11- 0 4- 3- 0 24 25 2-11- 0 4- 3- 0 < sidircg cr l�ridi.ng. If act, <,additical leads must be ocnsidxcd ai 5 6 5- 7- 0 6 -ll- 0 26 27 5- 7- 0 6-11- 0 < rcn-cont' >ws bearing les' [4af use e staple � gable blocks. 7 8 8- 3- 0 9- 7- 0 28 29 8- 3- 0 9- 7- 0 C;ahle studs may ah lateral See 9111hinaci1 Trus,Els s�r� �'�' ga"le lnacirrg detatl(s) . 9 10-11- 0 30 10-11- 0 Latera- lids an lam with the dzn.'cis have 10 12- 3- 0 31 12- 3- 0 ret been cnisidexl unless noted ether se. 11 •13- 0- 0 32 13- 9- 0 Tlrse les and than ccrinecticis are the 12 13- 9- 0 33 15- 1- 0 respansibility of the "ldirig designer. 13 15- 1- 0 34 16- 5- 0 14 16- 5- 0 35 17- 0- 0 15 17- 9- 0 36 17- 9- 0 16 19- 1- 0 37 19- 1- 0 17 20- 5- 0 38 20- 5- 0 18 21- 9- 0 39 21- 9- 0 19 23- 1- 0 40 23- 1- 0 20 24- 5- 0 41 24- 5- 0 23. 26- 0- 0 42 26- 0- 0 1-7-0 2-8-0 2-8-0 2-8-0 --t --t -1 �, 2 -e -o 2-10-11, 2-8•1) 2-8-0 2-8-01 --t ---t --t -1 ---t 2-11-0 1.7-0 4-3.0 6-11-0 9-7.0 12.3-0 I5-1-0 17.9.0 2(r-5-0 ?_z-1-0 26-a) 13 -II -013-0-0 1 1 2 3 4 5 66 7 i S 9 10 11 12 13 14 13 16 -�17 18 19 20 L 6,00 -6.00 TYPICAL PLATE' : 2.5-4 22 23 24 2.5 26 27 2x 29 30 3l 32 3.; J4 35 36 37 J8 39 40 41 42 1.7.0 22-8-1) 2.8.0 2-x2 -0 2.8.0 1 2.10-0 2.6-0 2-6-0 as -o 2-11-0 1.7-0 4-7-0 6-11-0 9-7-0 12-3-0 13.1.0 17-9-0 20-3.0 23.1.0 26-W) Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT "H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are Dosi.tioned as shown above. MES G �� gid LU Qo C 5982 p .k EXP. 12131102 o CIV\�' cF 6/29/2®®® Scale: 3/16" = 1' ® BL u Sp FG WARNING Read all notes on this sheet and give a cony of'it to the Erecting Contractor. This design is for an htdivid:wl building component. It leas been based on speciftca ions provided by the component tnmufacmrer and done in accurd: nee with the current versions of TPI -and APPA design semd:uds. No responsibility is assumed for dimensional accuracy. Dimensions are to be vcritied by the component tremufac:urer and/or building designer prior to fabrication. The building designer slutll ascertain tluu the buds utilized nu this design meet or exceed the loading imposed by the local building coda It is assumed tlun the top chord is laterally braced by the roof or hour TBF: 85.3 Chk: gn: #LC = 10 Dsr WO: SAGE Custem:er Name: DA TC Live 16.0 psf DurFacs L=1.25 P=1.15 LLCsheathing and the bottom chord is Laterally braced by it rigid sheathing nuuercd directly attached, unless otherwise noted. Bracing shown is for L•ue::al TC Dead 11.0 pef Rep Mbr End 1.15 1. suppun of components members only to reduce buckling length. This component shall not be placed in any environment slut will cause the moisture content of the wood exceed 197 and/or cause connector pLale corrosion. 1 ,brieoe, lumdlc, install and brace this utss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRINWAL s),grBMs standards. "I'RUSCOM \tANUAL', by Troswal, 'QUALITY CONTROL STANDARD FOR b?A. PLATE CONNfC'ITD WOOD TRUSSI S' - 4443 Northprk Dr., Cut. 5priugs. Co N0907 (QST-io)'IIANDLIN(NS'1ALLINU AND BRACING N -101 -Al. I'LAfl: CONNGCI13D WOOD 1RUSSIiS' - (11113-91) and 'IIIB-)1 SUMMARY BC Dead 10.0 pof Design Spec UBC -97 S111i1-1- by Tvl. 'fhc'I'nass Plate htstinuc ('fl'I) is located at 50 D'Onufriu Drive, Madison, Wisconsin 53719. The American Forest and I'aper Dell Ratio: L/360 TC: L/480 Tp5. 0 Version T6 . 1.2 Assoc lion (Al -TA) is located at 1250 Comtecticui Avc, IMV, Ste ^_W, Washington, DC: 2:X136. I TOTAL 37.0 pef job Name: SAGE 8-10-33 t 8-3_I j 8-10-3 , 8-111-3 17-1-13 26-0-0 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/16" = 1' Truss ID: B 1 Qty: 6 Dry : _ BRCS X -IDC REACT SIZE L�'D TC 2x4 EFL #1 & Btr. Plating spec • ANSI/'IPI - 1995 This truss is d sigtd using the 1 0- 1-12 962 3.50 1.50 BC 2x4 EFL #1 & Btr. LFL S77DIIYIm 71 -as LESION IS THE CCTT•=IE FOKIX OF hEILTIPLE LOAD MSES. CBC -97 Code. Bldg EIclosed = Yes, Erd 7a�e = No 2 25-10- 9 1073 3.50" 1.50" lE8 agm 2c4 muLcS Ail Ian Remy -2H Rcx4mr #1607. BEPRIM R-:QMU3vMM dInm-i are based ONLY Fluri.czm/CYlaan Line = No Categor B 7C sal cE AXL UZI) CSI L-dTJ for 10 PSF non-cmcu rce-k BOLL. CAI tl-ia truss liatexial at each Lac sp arig. Bldg L ) = 80.00ft, Bldg 4Jidth = 40 ft, Mi. of lugil- = 23.42ft, MPH = 75 aroof 1-2 -1659 .02 .33 .39 PLF:1� BASED CN GZEW LUMBER VAIILS. CLassificatim = 4, D.ad Imd = 21.0 pef 2-3 -1969 .02 .33 .34 TWIcuntem 4445 WAI. Sl' I)fI . S "' � a+s Munlipart ua, (:..I spring,, CO bniu7 mwidards: 'TRI ISCOM MANUAL', by'1'ntsmd, 'Q11AI.ITY CnNTHOI. STANDAIM V'09 MI I'AI. HATE CONNECTH) WOOD TRI ISSES' - '1116-91 BC Dead 10.0 Design Spec UBC 3-4 -1.465 .02 .33 .34 pef -97 Sl IE 7" by TI'I. The Truss 1'Lue Institute ('I'I'I) is located w 5x3 D'Ouofrio (hive, Madison, Wisconsin 53719. The Amcricm Forest and Paper 4-5 -1654 .02 .33 .34 TpS.O Version, T6.1.2 Assuc:Uiun (AFI'A) is Iucued at 1250 Com1CC11Ctt1 Ave, NW, Sic 200, Washington, DC 20036. TOTAL 37.0 pef L<• A%J, L97D CSI 6-7 1422 .14 .34 .48 7-8 937 .09 .34 .44 8-9 937 .09 .34 .44 9-10 1422 .14 .34 .48 4rfB FCFrE CSI VEB FMIE CSI 2-7 -337 .10 3-9 553 .22 3-7 553 .22 4-9 -337 .1.0 Iq-.Y L'EFLF)rTICT4 (scan) 1+/999 IN PEI4 7-8 (L1VE) Ir=-.08"Lk-.11"T=-.19" Joint Locatia-s =- == 6-96 -a- t 6-2-12 i 6-2-12 6-9 1 0- 0- 0 6 0- 0- 0 2 6- 9- 4 7 8-10- 3 6-9-4. 13-0-1) 19-2-12 26-0-0 3 13- 0- 0 8 16- 0- 0 13-11-11 t 13-0-0 4 19- 2-12 • 9 17- 1-13 5 26- 0- 0 10 26- 0- 0 1 2 3 4 5 6 6-10-3 =0-4-3 4-4 or J 45982 77 Exp- 2/31/02 0\ C�" �® ATF OF CA1.1�0� 6 7 8 9 10 8-10-33 t 8-3_I j 8-10-3 , 8-111-3 17-1-13 26-0-0 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/16" = 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF. 56.0 w0: SAGE This design is fur :u) iudividtul building component. It lois been bused oo spcciliewions provided by the cumpuncui irumuhicturer and done in Chk-. Customer Name: accurdanec with the current vcrsiuns of TI'1 and AFI'A design st: ud.,rds. No responsibility is asauncd fur dima)simud accuracy. Dimensiuus me to be Dagnr s #LC = 10 DA verified by the cumpuncnt I7lnnnf"Clnrer and/or building designer prior to I: bricassuiuu. Tlw building designer skill ascertain duo the Irxtds utilized ou TC Live 16.0 pof DurFacs L=1.25 P=1.15 B LU SAR MFG this design meet car exceed the hud'utg imposed by the local building code'. U is aumed duo the top chord is btet:dbraced ced by the roof car floor ® LLC sheathhtg and the bottom chord is Literally braced by a rigid shewhing imucrLd directly witched, unless otherwise uoted. Bracing shown is fur lwet:d 'Phis TC Dead 11.0 pef Rep Mbr Bnd 1.15 support of components members only w reduce buckling length. cumpuncnt sludl nut be pLrccd in :my cnvirunmcnl dull will curse the moisture of the wood exceed 19y and/or cruse connector pUc corrosion. F.ibricate, h:mdle, install and brace this truss in accurd:mce, with the following BC Live .0 pa f O.C. Spacing 2- 0- 0. TWIcuntem 4445 WAI. Sl' I)fI . S "' � a+s Munlipart ua, (:..I spring,, CO bniu7 mwidards: 'TRI ISCOM MANUAL', by'1'ntsmd, 'Q11AI.ITY CnNTHOI. STANDAIM V'09 MI I'AI. HATE CONNECTH) WOOD TRI ISSES' - '1116-91 BC Dead 10.0 Design Spec UBC (QST-illt), 'I IANI)I.IN(; INSTAI.I.IN(i AND IWACIN(i NIE-I'AI, I'I.ATI; CONNL•c, EI) WUCID'ITUSSLS' - (I111!-91) and SUMMARY pef -97 Sl IE 7" by TI'I. The Truss 1'Lue Institute ('I'I'I) is located w 5x3 D'Ouofrio (hive, Madison, Wisconsin 53719. The Amcricm Forest and Paper Defl Ratio: 1+/360 'IE: L/480, TpS.O Version, T6.1.2 Assuc:Uiun (AFI'A) is Iucued at 1250 Com1CC11Ctt1 Ave, NW, Sic 200, Washington, DC 20036. TOTAL 37.0 pef /I job Name: SAGE Truss ID: B2 Qty: 8 Drwg:co 0181052-005 MG X -LDC F0,cf SIZE REp'D 'IC 2x4 EFL #1 & Btr. Plating spec : AMI/TPI - 1995 UPLIFT RFAMCN(S) : 1 6- 1-12 1422 3.50" 1.50 13r 2x4 EFL #1 & Btr. THIS M3IW IS ME CCMPCSrTE F09MT OF BLp 1 -281# 2 25-10- 4 864 3.50" 1.50" 4iEB 2.c4 DFL SIATUSM MLLTIPLE LOAD CPS 3. Illus truss is dasigned usung the 1173E VAI11r�S Iii ICBG RES AMI RE U 111607. EEMT171 are based CNf Y UBC -57 Cbd_ . 13.0) CSI Ia:ris3 for 3.0 RSF non-o=AiretQ_ M.L. a) t1 -ie- L-naas ItmL-ar-ia1. at e-arh Ix:arinrf. D1dj,Elxlcoeid = Yw, la Zane - No 1-2 562 rJ! .45 .56 Pf.74'JIZI BT -:fl) CN C1�4I111M-R VFLI.L•5. FL-nt a-n'il brcairn iu reezz��.tirez] (Iyy cA:IL a) to it 7j cat /Ccs ux Id) IIo E7 ti C:�de�druy = B 2-3 -558 .00 .49 .49 ppre-vent rotation/tgpl.irg. se In,B-91 arrT Bldg Lrar� n = BO.UOft, Blckd >dLln = 4 .00EL, 3-4 -1017 Ol .38 .39 PNSI/CPE 1-1995; 10.3.4.5 zurl 10.3.4.6. 11eart iroof haight = 23.42ft, MFH = 75 4-5 -1202 .O1 .38 .39 Cl--------IOADticirt CASE #D1LfiSI 21_0 psf--------- b" It>EXB Fi(L 131D CSI Dir L. PH L.Lec R.Plf R.Lcc LI/'IL 6-7 -429 .03 .22 .26 'IC Vert 54.0 0- 0- 0 54.0 26- 0- 0 .59 BC Vert 28.0 0- 0- 0 28.0 6- 0- 0 .1.2 7-8 309 .00 .30 .30 BC Vest 20.0 6- 0- 0 20.0 26- 0- 0 .00 8-9 531 .04 .30 .34 9-10 531 AA .43 .47 10-11 1019 .09 .43 .52 VES FCFE CSI 1 ES FCFrE CSI 2-7 -1164 .26 3-10 575 .23 2-8 546 .22 4-10 -338 .10 3-8 -475 .51 1q -X FE1-10MC14 (span) Lc/959 RI 1494 8-9 (LIVE) I- -.07" D- -.09" T= -.16". MAX EL LEFLTICTI (cw,t) • 6-9-4 6-2-12 6-2-12 6-9-4 1,/959 11-11-S4 6-7 (LIVE) f --1 -i 1 LF -.041' D= -.06" T= -.10" 6-9-4 13-0-0 I9-2-12 26-0-0 --__= Joint Iccatiazs _ -- 13-0-0 13-0-0 1 0- 0- 0 7 6- 1-12 1 2 3 4 5 2 6- 9- 4 8 8-10- 3 - 76.00 3 13- 0- 0 9 16- 0- 0 r6 00 4 19- 2-12 10 17- 1-13 5 26- 0- 0 11 26- 0- 0 6 0- 0- 0 5-6 3-6 2.5-4 6-10-3 7-6-15 3.4 3-4 C ' MES r11-4-3 X1'4-3 •<� �.• 2.5-4 S=34 2.5-4 2.5-4 6-0-11cr o. 0982 ?� 1 y131/02 411 i �` Exp. 26-0-0 6 7 8 9 10 6-1-12 1 11-0-1 1 8-10-33 1 6-1-12 17-1-13 26 -II -0 6/29/2000 TVswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or 'Scale: 5/3211 = 11 "(16 ga.), positioned per Joint Report. Circled plates and false frame later are positioned as shown above. WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor, TBF: 60.0 too: SAGE ® This design is for an individual building component. 11 has been based on specifications provided by the component rnanwfactorer and dune in Chk: Customer Name: accordance with the current versions of'rill and Al"l'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: #LC = 13 DA verified by the component tnuwfacaarer and/car building designer prior tofabric tion. The building designer slall ascertain that the hwds utilized un B LU SAR MFG this design meet or exceed the loading imposed by the local building code. II is assumed that the top chord is penally braced by the roof o• Buhr TC Live 16.0 psf Dtir•Facs L=1.25 P=1.15 ® LLC sheathing and the bottom chord is laterally braced by a rigid sheathing Inteti l directly auached, unless otherwise noted. Bracing shown is for lateral TC Dead 11.0 psf Rep Mr anal 1.00 suppon of components members only to reduce buckling length. This component shall not be placed hn any environment tat will cause the moisture cuntent of the wood exceed 1990 and/car cause connector plate corrosion. fabricate, h mdle, install and brace this muss in accordance with the following BC Live .0 psf O.C.Spacing 2- 0- 0 THUSWAL SYSI'Fl1lS 4445 tJorlLparl• Dr., (holo Spring, CO 150907 sundards: 'TRI)SCOM MANUAL', by'froswal, 'QUALI'T'Y CONTROL. STANDARD FOR ME I'AL. PLATE' CONNECT D Wool) TRUSSES, - 'I'RUSSES' BC Dead 10.0 Design Spec UBC (QST -ba), 'IIAND1.INc, INSTALLINO AND BRACING METAL H.A'1'li CONNI:ul'171) Wool) - (11111.91) aond hilt -91 SUMMARY psf -97 SI IEE'1" by'1'111. The Truss Plate hisiimne (ITT) is located a1 SkO D•Ooufriu Drive, Madison, Wisconsin 53719. The American Vurost and I'aper Defl- Ratio: L/360 TC: W480 Tp5. 0 Version T6.1.2 Association (AFTA) is located at 1250 Contnecticta Ave, NW, Ste tat, Washington, DC 2(X)36. TOTAL 37.0 ps IF job Name: SAGE Truss ID: B3 Qty: 1 Drw 018 t-052-006 - BRG X -LDC RFAcT SIZE RB )'D Tv 2x4 IaFT #1 & Htr. Plating Jc • AMI/TPI - 1995 UPLIFT RES TIIN(S) 1 6- 1-12 1325 3.50 1.50 BC 2x4 EFL #1 & Btr. 'THIS 13 5If3I IS THE (CM:CS17E RESULT OF�t 1 -137# 2 9- 0- 0 425 3.50" 1.50" I•PB 2x4 VFL SMIAM hIILTIPLE LMD CMES. 'Thud Lntiss is designed using the 3 17- 0- 0 922 3.50" 1.50" CEL BLK 2i4 LFL SIAIiCARD I PRIIT3 F 7INI5 shoah are lased C1LY Ur3C-97 Cbck. 4 25-10- 9 302 3.50" 1.50" PL.F,TE VPIJ.ES PER ICBO RFS�-I RETC917 #1607. ah l -e- tours mstc�i.al at each bearihhg. Bl]]�cl.a-�eci =Yes, II-rl 2a�e =lab 1.gaL'iah of interior bearings elhazld he Lflld-A fcr l0 PSF rah-o�hatrrrlht BC1L,. ;13 cazhe/CcB TC FLRCE F,)(L BA) CSI clearly mai+..ed cn eachh truss. Interior sLT4xxt or tenpmary c:henirg must Its • t}h = 80.00fOOfl1-2 1108 .19 .66 .81 F�rnwhc&-it 1saeu-g ie µired (by of hers) to be in place before erecting this truss. roo� h>�glht = 23.42ft, MPFi = 752-3 574 .06 .66 .72 �ht rct<'atiah/tgx Ser HM -91 aand G3Ule blochm are 2x 4 Cw 16.0 uh. o.c. PIA}C. ific tion = 4, Dad Lead = 21.0 prf3-4 490 .04 .44 .48 I/rpI 1-1995; 10__.33.4.5555 and 10.3.4.6. <It is as&jTed that are face of this truss-----I1Y1D CASE #1 IBSIIN LC1AT6 ---------------- 4-5 360 .04 .44 .48 PLA= BASED IN MEEK LIM R VALLES. < is sheathed with pl CSB, vend board Dir L.Plf L.Lcc R.Plf R.Lnc LL/'II, Attach identical tcp c3hmcl (if slhowh) with c sidirrj siding. If act, IC Vert 99.0 0- 0- 0 129.0 6- 0- 0 .52. BC FORM ]*L EM CSI 2-4 plates (2x4) cr 3-6 plater. (2>6) at 24" < additiahal leads mast be oonsideed cn TC Vert 54.0 6- 0- 0 54.0 26- 0- 0 .59 6-7 -856 .01 .37 .38 O.C. and applied rotated in the rrtdhed < rah -cm incus bearing gables. BC Vert 28.0 0- 0- 0 28.0 6- 0- 0 .00' 7-8 -632 .00 .28 .28 area, plus other plat' shwas. The upper P'L�Y use adnate stades gable hlodcs. BC Vert 20.0 6- 0- 0 20.0 26- 0- 0 .00 8-9 -281 .00 .27 .27 top cti=d may be notched for cutler as le studs may rec�u lateral Lvaciah3. See 5-10 -281 .00 .42 .42 medal. DO NJT WXH WERE SF N 13Y (***) • Thasals tech gable bracing deta>1(s) . 1/ SPLICE LOCATION HAS BEEN MOVED 10-11 -242 .00 .42 .42 Lateral l s cla him with the dhctlx have �T` TO AVOID OVERLAPPING PLATES. act beth oa-isic%ed unless rrte3 ctlherwise. PPB FCFKE CSI PPB 1CFdM CSI There loads arra their cxahnerticns are the 2-7 -1051 .22 3-10 -503 .48 respa'isibility of the btildirig designer. 2-8 314 .13 4-10 -358 .10 3-8 -515 .49 1,M EER=Ca (span) L,/999 IN I-0-1 10-11 (LIVE) 4-4-13 5111-13 5 -III -13 4-4-13 Lr- -.07" D=-.09" T= -.16" - 1 --t i PlAX LEF=CN (cant) • 4-4-13 10-3-I1 16-2-8 20-7-6 1,/559 IN 14Eh1 6-7 (LT\E) IF -.0511 D= -.071' T!-- -I 13-0-02 6 1 11-0 -t =--== Joint Lcxr ti cro =_�_ 1 0- 0- 0 7 6- 1-12 2 7- 1- 3 8 9- 0-12 � -6.00 3 13- 0- 0 5 15- 0- 0 3-4 4 18-10-13 10 1.6-11- 4 5- 5 26- 0- 0 3.1 26- U- 0 - 6 0- 0- 0 2.5-4 5 a .ecce ti.6"q � 7-3-11 qv�-_..+Gti- � . tiIn'' MES S9F,y�ti 3- -4 Z�g(o -11 Q 0-0-a /� r� i „ ., 3`TH.1� 0-0-4 3-111- 2. 4 2.54.1 S=3-42.S�i 3_ ¢JAN A045982 TYPICAL PLATE : 1.5-3 /& AP --CA t- -31- i 1 - 1 6 7 6-1-12 i 6-1-12 8 9 11) 11-'_)� 16-11-4 Tswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or V(16 ga.), positioned per Joint Report. Circled plates and false 11 9-0-12-t 26-0-0 OVER 4 SUPPORTS �. 1 y31 i02 CNS OF Ci 6/29/2000 Scale: 5/32" = 1' ® LU SAR MFG]content WAKIVINU Read all notes on this sheet and give 11 copy of It to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component tmmufacmrer and dune in accordance With the current versions of'I'1'I and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions : e to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the herds utilized un - this design meet or exceed the Imuling imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or noon TBF: 121.3 Chk: Dsgnr: #LC = 31 WO: SAGE Custemaer Name: DA TC Live 16.0 psf - - DurFaes L-1.25 P_1.15 LLC sheathing and the bottom chord is Lnemlly braced by a rigid shemhing mucrcd directly ati:tched, unless otherwise noted. 13tacing shown is for lateral ® suppun of coinpunets membersonly to reduce buckling length. This component sli ll not be placed hn any environment that will cause the moisture TC Dead 11.0 psf Rep b1br Bnd 1.00 of the Wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, bnsndl and brace this truss in aceordancc With the following BC Live . 0 of P O. C. S ae 2- 0- 0 P �g 444SN,`r\ii�p rhur �i�,t;, spria6s, co 140907 sandy rds: 'T'KUSCO\1 h1ANlJAI: , by 'fnuswal, 'QIJAI.I'I'Y CON'I'ROt. S'I�\NDARD FOR MG'fAl. I'1.A'I'E UpNNL'•CfISD WOOD 'I'RUSSI'i5'- (QST -NN), 'IIA ND1.Wd INS'fALLIN(; AND IiIL\(;INci Mli'I'AI. PLA'I'N CUNNI:CI'lil) WOOD'I'HIISSIsS- (IIII)-91):md '11111-91 SIJMMARy BC Dead 10.0 psf Design Spec UBC -97 SI11?0I" by'ft'I. Tha Truss Plate Institute ('I'I'I) is located at 5X3 D'Onnfrio Drive, Madison, Wisconsin 5.1719. The American Forest and )'aper D f1 Ratio: 1/360 TCI: Lt/480 Tp5. 0 Version T6.1.2 Association (AFPA) is located at 1250 Connecticut Ave, MN, Sic 200, Washington, DC 2(036. TOTAL 37.0 psf job Name: SAGE WARNING Read all notes on this sheet and give a col�v of it to the Erecting Contractor. This design is For an individual building component. It Ilas been based utt specilicatiuns provided by the compoocttt m mufacturer and dune io accord:mce with the currem versions of TVl and APPA design st:mdards. No respunsibility is assumed for dimeosiotud accwacy. Dimensions are to be verified by the component tnmufacturer and/or building designer prior to Grbricwiun. The building designer sludl ascertain dna the bads utilized otl this design mat or exceed the I(ad'uig imposed by the local building code. It is asswned tlsu the top chord is Literally braced by the roof or flour Truss ID: C Qty: 1 Drw 01 8 1 052-007 TC Live 16.0 psf DurFaee L=1.25 P=1.15 LLC shcathi ig and the bottom chord is Lucially braced by a rigid shewhiog rn:rrerLd directly welched, unless otherwise noted. Br:achrg shown is for Literal TC 2x4 DFL #1 & Btr. Plating spec • ANSI/TPI - 1995 This truss is designed using the support of components members only to reduce buckling length. This component slmll nut be pLiced io any environment than will cause the moisture psf Rep Bnd BC 2x4 rFL #1 & Btr. THIS DESIGI IS THE GU4P=SM RESf.II.T OF P'SII,TIPLE LOAD CASES. LBC -97 axle. _ Bldg a-cicsed = Yes, End Zone = Ni - = Joir2 LK^r ims =-- C� BLK 2x4 EFL SIAN ARD PLATE VAILS PER ICBD RESEPSiM REFUU #1607. L�(dxi for 10 PSF rrn-ea�airrent. BOLL. BFARM R)TLIIr2FI+lENI9 slam are based QdLY on the truss nratcrial at each bearing. Finric�ie/Qx�i Luce = No EEYT Category = B Bldg Let th = 80.00ft, Bldg wh.dth = 40.00ft, 1 2 0- 0- 0 2- 3- 0 12 13 0- 0- 0 2- 3- 0 <It is assumed that one face of this truss PLPM1; BMM CN GEEN L11�R VALEES. NY�r roof h=-igl-tt = 21.92ft, MH = 75 Classification = 4, rkad Load = 21.0 pef 3 3- 7- 0 14 3- 7- 0 < is =�=rte with pl O;B, vx)cd board < si siding. If not, 4 4-11- 0 15 16 4-11- 0 6- 0 < addlitirnal loads rust be ocnsidered on 5 6 6- 3- 0 7- 0- 0 17 9- 7- 9- 0 < ncn-continucu)s b arirg es f,�iy use s les tom' gable bloc3;s. a 7 8 7- 9- 0 9- 1- 0 18 20 9- 1- 0 10- 5- 0 Cable studs lateral bracinrj• See ,kms a��gble bracing d�a 9 10- 5- 0 0 11- 9- 0 Lateral loads . l ; rn with the cixscis have 10 11- 9- 0 21 14- 0- 0 nct bea-i m,>sidered unless noted otherwise 11 14- 0= 0 Time leads arra their ccn- icns are the raepxizsibility of the building designer. TYPICAL PLATE.: 2.5-4 2-3-0 2-8-0 2-1-0 2-1-0 2-8-0 2-3-0 2-3-0 4 -II -1) 7-0-0 9-1-0 11-9-0 14-0-0 7 -0 -II_ 7-0-0 1 2 3 4 5 6 7 8 9 10 11 00 6.001 3-4 t 1-6-0 " 14 -u -n 12 13 14 15 16 17 I8 19 20 21 2-3-0 2-8-0 2 -Ili 2-8-0 3-7-0 2-3-0 4-11-0 7-9-0 10-5-0 14-0-0 Truswal Systems Plates are 20 ga. unless shown by 111811(18 ga.) or OVER CONTINUOUS SUPPORT 11H11(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. E r 9 �� ,m ACQ41n/� 5982 ,k P. f2131/02 - CNIL/ 6/29/2000 Scale: 9/321' = 11 ® B LU SAR F/� V WARNING Read all notes on this sheet and give a col�v of it to the Erecting Contractor. This design is For an individual building component. It Ilas been based utt specilicatiuns provided by the compoocttt m mufacturer and dune io accord:mce with the currem versions of TVl and APPA design st:mdards. No respunsibility is assumed for dimeosiotud accwacy. Dimensions are to be verified by the component tnmufacturer and/or building designer prior to Grbricwiun. The building designer sludl ascertain dna the bads utilized otl this design mat or exceed the I(ad'uig imposed by the local building code. It is asswned tlsu the top chord is Literally braced by the roof or flour TBF: 34.7 Crile: Dsgnr: #LC = 10 wOt SAGE Custem(er Name: DA TC Live 16.0 psf DurFaee L=1.25 P=1.15 LLC shcathi ig and the bottom chord is Lucially braced by a rigid shewhiog rn:rrerLd directly welched, unless otherwise noted. Br:achrg shown is for Literal TC Dead 11.0 Mbr 1.15 i� support of components members only to reduce buckling length. This component slmll nut be pLiced io any environment than will cause the moisture psf Rep Bnd content of the wood "exceed 19% and/or cause collector pL•((e corrosiml. Fabricate, lumdle, insedl and brace this cross in accordance with the following BC Live .0 psf O.C.Spaeing 2- 0- 0 THUSWAL S)WHIMs 4445?J:,rthparl M., i:.d . springs. CO 80907 standards: ' 'RUSCOM MANUAL', by'rruswal, 'QUALITY CONTROL S'T'ANDARD FOR rvtl-w. I'LAII-i CONNrC`IT-D WOOD TRI.1SSI-.S' - t 1 (QST-xx), -HANDLING INSTALLINU AND BRACING METAL I'LATI- (.:oNN13C'r1iD WOOD TRUSSIZS' - (1118-11) and '1118-)I 511MMARY BC Dead 10.0 of P Deo1 Spec UBC -97 gn P SIILET' by '1111. 'rhe rruss Plate Institute ('rvi) is loaned w 510 D'Unufrio Drive, Madison, Wisconsin 53719. The Ameriam Purest and I;,per Defl Ratio: 1,/360 TC: 14/480 TpS . 0 Version T6.1.2 AssocLltion (APPA) is loaned at 1250 Connecticut Ave, NW, Ste 24x1, Washingtuu, DC 2(X)36. TOTAL 37.0 psf job Name: SAGE 741 -II I 7-(17 -0 7-0-0 14-11-0 Truss ID: C1 Qty: 2 Drw : C00018 f052-�08 - EM X -IDC RFPLT SIZE REUD 'IC 2x4 DFL #1 & Btr. Plating spec : PNSI/rPI - 1995 'This truss is dsigrked using the 1 0- 1-12 629 3.50" 1.50" BC 2x4 EFL #1 & Btr. THIS MIN IS Ti]E C>T4FWrIE RE:SIMT OF LBC -97 Code. - 2 1.3-10- 4 629 3.50" 1.50" 4iEB 2.14 EFL Sim NIII,TIPLE LOAD CASES. Bldg Er>closed = Yes, EIrld Zrne = No verified by the cumpmuenl HUMUNCmrer and/or building designer prior to I'abri ,tion. 'file building designer shall ascertain that the loads utilized un this design the hudiug imposed by the local building code. U is that the top chord is laterally braced by the 11uur Dagnr: #LC = 10 PLATE VAUU3 PER ICHJ SIKH REFCRr 41607. EZTRIIr, REBOIII2EI•'QIQIS shoe -i acre Imsexl CNIY Hirriam-ie/Ozearl. Line = No,W 0� eg = B EJlj 7C FMCE; AM HU CSI meet car exceed assumed roof or L. BL. IcadEd for 10 PSF naBa -G. an the truss material at tach '--G. Bldg LareUh = 80.00ft, B1Flidth - 4o.00ft, 1-2 -825 .00 .08 .08 ® supportof components members only to reduce buckling length. 'Phis cumpouem shall not be placed in any environment dcu will c:utsc the moisture PLATIII; BASED CN GEEK IJ14MR VALLES. KBaln roof heigl-tt = 21.92ft, Mal = 75 2-3 -628 .00 .08 .08 canucnt of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, h:otdle, inst:dl and brace this orris in accordance wilt the following BC Live .0 sf P O.C. aein 2- 0- 0 SP 4 Classificatial = 4, De` -+d Insd = 21.0 pef 3-4 -628 .00 .08 .08 - .. (QST -NN), 'IIANDLIN(i INSTALLIN(.i AND IWACIN(i METAL HATE CONNEC,I'I:) W(JOD TIZIISSLS' - (Illlf-ll):utd'1110-11 3UMbL\NY 4-5 -825 .00 .08 .08 Design Spec UBC -97 . SIIGL-I" by'1'1'I. The Truss I'late Instittne ('1'111) is located at 5N3 D'uunfriu thrive, Madison, Wisconsin 53719. The American Purest and Paint br' rrS6E Ai3.. 1-10 CSI Tp5 .0 Version T6.1.2 Assoccaion (AFI'A) is located at 1250 Connecticut Ave, M4, Ste 2(x), Washington, DC 2(x)36. ' 6-7 711. .09 .13 .22 7-6 7.11 .05 .13 .22 4EB I. CSI 16B KFICE CSI 2-7 -213 .06 4-7 -213 .06 3-7 348 .14 MAX EIEFIE TIC19 (sq -an) : 11/959 1111.0.1 7-8 (LIVE) IF -.02" D-- -.03" T= -.05" _=== aorrb w-Iiii icio =---- 1 U- 0- U 5 14- 0 0 2 3- 9- 4 6 0- 0- 0 3 7- 0- 0 7 7- o- 6 3-9: 3-2-12 I 3-2_112 3-I4 4 10- 2-12 8 14- 0- 0 3-9-4 7-0-0 10-2-12 14-0-0 7 -II -0 t 7 -II -0 l 2 3 4 5 F-6- 6 00 i-6 ?: C'=== Cha c Q � J 0. 14 982 �J EXo. 112/31 /02 / CNW1 6 7 8 741 -II I 7-(17 -0 7-0-0 14-11-0 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "181'(18 ga.) or Scales 9/3211 = 11 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. ® WARNING Read all motes on this sheet and give a cony of it to the Erecting Contractor. TBF. 30.7 w0: SAGE This.desigo is fur sot budividtt:d building compunent. It bas been based un specific:diuns provided by the cumpnncnt nsmuCsturcr and June in Chk: Cushier Name: accortbnuce with the current versions of'1'111 :md APPA design standards. No responsibility is assumed for dimensiutrd accuracy. Dimcusions are w be B p �� p verified by the cumpmuenl HUMUNCmrer and/or building designer prior to I'abri ,tion. 'file building designer shall ascertain that the loads utilized un this design the hudiug imposed by the local building code. U is that the top chord is laterally braced by the 11uur Dagnr: #LC = 10 DA TC Live 16.0 psf - - DurFaee L-1.25 P_1.15 meet car exceed assumed roof or LLC sheathing wid the bottom chord 15 Wemlly braced by a rigid Sheathing ttnatcrial directly auached, unless otherwise noted. Ill -,acing shown is for lateral ® supportof components members only to reduce buckling length. 'Phis cumpouem shall not be placed in any environment dcu will c:utsc the moisture TC Dead 11.0 psf Rep I&r Bnd 1.15 canucnt of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, h:otdle, inst:dl and brace this orris in accordance wilt the following BC Live .0 sf P O.C. aein 2- 0- 0 SP 4 1'H IJSWAI. tiYSIT'M.1; 444.5 Nontbi .rl nr.• Cad,. Spri„gc, cu Korn sumdards: 'TRUSCOM MANUAL.', by'rrttswal, 'QUALITY CONTIZOL STANDAI(D FCIR METAL I'LATE CONNI'-(:'I'IiU WOOI)'I'ROSSIiS' - - .. (QST -NN), 'IIANDLIN(i INSTALLIN(.i AND IWACIN(i METAL HATE CONNEC,I'I:) W(JOD TIZIISSLS' - (Illlf-ll):utd'1110-11 3UMbL\NY BC Dead 10.0 pef Design Spec UBC -97 . SIIGL-I" by'1'1'I. The Truss I'late Instittne ('1'111) is located at 5N3 D'uunfriu thrive, Madison, Wisconsin 53719. The American Purest and Paint Defl. Ratio: -/360 7L: L/480 Tp5 .0 Version T6.1.2 Assoccaion (AFI'A) is located at 1250 Connecticut Ave, M4, Ste 2(x), Washington, DC 2(x)36. TOTAL 37.0 psf Job Name: SAGE Truss ID: C2 Q : 1 Drw 0001 1052-009 = ER3 X -LOC REPLT SI2E FEQ'D TC 2x4 IFI., #1 & Btr. Plating spec • ANSI/IPI - 1995 Building Designer shall provide adeq.aate � 1 0- 1-12 4024 3.50 4.29 BC 2>:6 IFI. SS 'THIS EESICN IS THE CCMLtS'fE 1EII.,T OF bearing area and and=mge. 2 13-10- 4 4024 3.50" 4.29" I -EB 2x4 rFL SDUMA D 2x4 IFI., #1 & Btr. 8-3 M EIPLE LOAD CASES. EEARI113 RE323IR134E iIS shorn are based CNLY ...........BEARID>; ALFA R] Q ........... ID Brg Size Min Size -or- Min Area 1C FCRCE AXL E'iD CSI PLT ELK 2x4 EFL #1 & Btr. Ql the truss material at each beanng. 1 0- 3- 8 0- 4- 5 6.44 Bi 1-2 -6227 .39 .41 .80 Lurber shear allowahles axe p NIB -97. PLATE VATSES PER ICRC RESFPRaj JUKRr #1607. BUT 2 0- 3- 8 0- 4- 5 6.44 si This truss is designed using the 2-3 -4423 .14 .10 .24 � is rec3�ised (by ou .•s) to L fcr 10 PSF ren-oaicurreit 3-4 -4423 .10 .24 preve<-it �atiaVtcFp: See HM -91 aril PLATIfr3 BASID aT Ci2EnT 1I.11ER VAILES. LBC -97 C1xi.. 4-5 -6227 .14 .39 .41 .80 I/MI 1-1995; 10_.3.4.5 and 10.3.4.6. Bldg 0-j::%losed = Yea, End 2u e = No ILa2Zcat'ie/CzeaZ Line = No Category = B BC FURCE AXL EM CSI TO PREVENT THE TRUSS CHORD FROM CRUSHING = 40.o0ft, Bldg Iea� = 80.0021, Bldg MPH �z Leight = 21.9221, MFH = 75 6-7 7-8 5554 5988 .41 .91 .44 .86 .26 .67 ON A 3 '( BEARING WALL, ATTACH A 16 in. _�i_ Classification = 4, Dad Land = 21.0 psf ifi WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. aea 41 WO: SAGE BEARING BLOCK, OF THE SAME SIZE & SPECIE As This design is for an urdividtul building component. It has been based un specificwiuns provided by the component uumufacturer :std dune in --LO D cPSE 41 L131CN UAM ---------------- a-9 9-10 5554 .26 .67 BOTTOM CHORD TO FACE,W/ler #LC = 10 Dir L.Plf L.In� R.Plf R.Lm LL /Ii verified by the component manufacturer and/or build'utg designer prior nt.Ctbricwion. The building designer sh:dl uscerudn dot the Iwtds utilized un .41 .44 .86 _ NAILS. DISTRIBUTE NAILS EVENLY. TC Live TL Vert 54.0 0- 0- 0 54.0 14- 0- o .59 BC Ver 505.0 0- 0- 0 505.0 19- 0- 0 t -ED FMrE CS1 6EB FCRCE CSI sheathing and the bottom chord is L•nerdly braced by a rigid sheathing tn:uer'cd directly:ttuehed, Unless otherwise noted. Bracing shown Is (U I' Wo-il .42 2-7 1642 .67 4-8 -1862 .42 11.0 pef Rep Mbr Bind 1.00 2-8 -1862 .42 4-9 1642 .67 TRIJSN'Al. SYSIT-1,15 4445 Northpark W., C,�I„ Springs, CO BOW17 scntdards: 'Tk1JSCOM MANUAL', by Troswal, 'Q1JAlXI'Y CONTROl. STANDARD FOR MI: B C1 0o co Rv �_0 W O 0 Ti m zo U)c- 0 m zz DESIGNED BY: MC JOB DESCRIPTION: EVERGREEN / SAGE JOB LOCATION: I AUL I fUUS J 1 U) L O 0 0 W DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: m m m Z MC EVERGREEN / SAGE TYPICAL PLATE : 2.5-4 f_4 22 2i 24 2i 26 27 28 29 .4; 31 (2 33 34 35 36 37 i8 39 40 4142 1-7-I_ 1 2-s.0 1 2.1-I) 2-S-0 2-S-0 -10-0 2-S-0 r -8 -lam 2 -d -ll -I 1/� 1 7) 4 i-0 1-i1-0 9-7-0 12 -i -U 15-/-0 17-9-1) 20-5.0 23-1-0 260.0 7-6-15 flip =0-4-3 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or OVER CONTINUOUS SUPPORT H110.6 gat.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above._____ M E`SS',9FtiG 0o ,.IhnaS982 � EXp.t12J31 /02 �C1V\\/ ` 6/29/2000 Scales 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B Qty: 1 Drw : GODU 1 t$ 1 U5Y-UU-5 job Name: Chk: SAGE with the current versions uf'rPl and APPA design suinlards. No responsibility is assumed for dimetsimntl accur.(cy. Dimensions are to be "Phe Dsglir ° #LC = 10 DA s �r nied by the component imulufacnu'er and/or building designer prior m fabric lion. building designer shall ascenain that the buds utilized on TC Live 16.0 pef TL 2x4 DFL #1 & Btr. Platiis3 spec PISI/'IPI - 1995 This truss is deeigled using the - LLC sheathing and the bottom chord is laterally braced by a rigid sheathing nutcrcd directly.,nached, unless otherwise noted. Bracing shown is for Literal TC Dead 11.0 of P Re r)br Sod 1.15 P BC 2x4 EFL #1 & Btr. 'THIS IFSIIN IS rnE CII'IPMME RE= OF LBC -97 Oxti. _ BlcY,� E1•rcl.esed = Yes, IIzl Zone = No cunicm of the wood exceed 19% and/or cause connector pLte curro.,inn. F:dwic:tc, h:mdle, insudl :rad brace this truss in accordance with the following BC Live .0 pof C�4.. BCX Z 9 L7FL SIIlII�1� 13.AfE VAILUI, FM ICEO R 33 RE�iZP 117607. PSII I�PtE MAD CPSFS. B[TRTCT i2Et:IJIRFI'�2iIS sl)om� are based CN1Y FLuzac�e/Cka1 Line = I3c B I3LckJ 4Jid11 = 4100ft, U 22 U- U- U Lcirt3sl far ]0 FSF r•tn'r-cx:z-rtA u -A- ifi.L.,, is that. one fade of this tnuas a'r Uco Lruaz uuterial. at Gac11 h...arirrj. 14.M1jjB BA:1L•D CN C-FTW LII'72 VALLIS. 131d3 Insr�U4 = 80.00ft, N)c-ul roof 1'k i.�'Q = 23.42ft, 14[11 = 75 2 1- 7- 0 23 1- 7- 0 .,It: a srairr3 < is sleat ad with pl .ccd, 0613, wood lard Defl Ratio: Lt/360 TC: Lt/480 CI, ificaticti = 4, Dead Load = 21.0 p6f 3 9 2-11- 0 4- 3- 0 24 25 2-11- U 9- 3- U or 1g < ardbcarcl saddiitiia-al loads nustlbe calsiclat:el on 5 6 5- 7- 0 6-11- 0 26 27 5- 7- 0 6-11- 0 c'i'rri-caitinanas bearing gables. for blocks. 7 8- 3- 0 7- 0 28 29 8- 3- 0 9- 7- 0 Ila, use adecpate stapler. gable Ale 61a1C19 11Hy rec}.un ]at�al ksaci.rrj. Sc 8 9 9- 10-11- 0 30 1.0-11- 0 I1w>,sl.s trz1 gable bracing detul(s) . Lateral loads in line with tke. dcrds I -r -ave 10 12- 3- 0 31 3.2- 3- U r"at b -i eau idered finless noted ctllExvrir e. 11 13- 0- 0 32 13- 9- 0 -,a llc�e loads arts their eav-,5rare the 12 13- 9- 0 33 15- 1- 0 rrsl a�sibility of the building c>csigrrr. 13 15- 1- 0 34 16- 5- 0 14 16- 5- 0 35 17- 0- 0 15 17- 9- 0 36 17- 9- 0 16 19- 1- 0 37 19- 1- 0 17 20- 5- 0 38 20- 5-.0 18 21- 9- 0 35 21- 9- 0 19 23- 1- 0 40 23- 1- 0 20 24- 5- 0 41 24- 5- 0 21 26- 0- 0 42 26- 0- 0 1.7.0 2-8-0 2 -s -o 2 -s -u --i --r --t 2-8-0 2 -lo -u 2-ts-0 2 -x -n 2-e-0 r ---r -t 1 --1 2 -n -u --r 1.7-0 4-3.0 611-0 9-7-0 123-u I.1-1-0 17-9.0 20.5-n 2r-1-0 21,-0-0 13-0-0 13-(141 i / 2 3 4 S 6 7 8 9 10 11 12 13 M 15 16 17 18 19 20 21 r 6.00 -6.00 TYPICAL PLATE : 2.5-4 f_4 22 2i 24 2i 26 27 28 29 .4; 31 (2 33 34 35 36 37 i8 39 40 4142 1-7-I_ 1 2-s.0 1 2.1-I) 2-S-0 2-S-0 -10-0 2-S-0 r -8 -lam 2 -d -ll -I 1/� 1 7) 4 i-0 1-i1-0 9-7-0 12 -i -U 15-/-0 17-9-1) 20-5.0 23-1-0 260.0 7-6-15 flip =0-4-3 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or OVER CONTINUOUS SUPPORT H110.6 gat.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above._____ M E`SS',9FtiG 0o ,.IhnaS982 � EXp.t12J31 /02 �C1V\\/ ` 6/29/2000 Scales 3/16" = 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 85.3 coo: SAGE ®accordince This design is fur an individual building component. It los bun based on specific tions provided by the component rn:mufacuu'er and done in Chk: Cuotennter Name: with the current versions uf'rPl and APPA design suinlards. No responsibility is assumed for dimetsimntl accur.(cy. Dimensions are to be "Phe Dsglir ° #LC = 10 DA s �r nied by the component imulufacnu'er and/or building designer prior m fabric lion. building designer shall ascenain that the buds utilized on TC Live 16.0 pef DurFaeo L=1.25 P=1.15 Ll�l SAR MFG this design meet or exceed the Iwd'ung imposed by the local building code. It is assumed flit the top chord is Laterally braced by the roof or floor LLC sheathing and the bottom chord is laterally braced by a rigid sheathing nutcrcd directly.,nached, unless otherwise noted. Bracing shown is for Literal TC Dead 11.0 of P Re r)br Sod 1.15 P ® support of components members only to reduce buckling length. This annpunetu shall not be I)Ltced in any environment ilutf will cause the muisuu'c cunicm of the wood exceed 19% and/or cause connector pLte curro.,inn. F:dwic:tc, h:mdle, insudl :rad brace this truss in accordance with the following BC Live .0 pof O.C.Spaein4 2- 0- 0 '140 ISWAL 5Y. 1;NMS acmd;ods: " 1'1(LISCUNI MANI IAL', by Trusw.d, '011AIXI'1' CuNT1401. STANDAIM 14)k MIA'AI. I'LATI! CONNEC EI) WOOD THt1SSES' - 4445 M-11111 .rk 11r.. (:ub, Sprij,p. (:U loh,07 r ((1ST -M), AiANl)I.IN(i INSTALLIN(i AND IWACIN(i NIFI-Al. PLATE CONNE(THI) WOOD TRUSSES - (I IM -9,I) SUMMARY SC Dead 10.0 of P Desi Spec UBC -97 411 P Sl llil l" by'I'I'I. The Truss Mae Institute ('I'I'I) is lucated at 5)t3 D'Oriorrio Drive, \-Wison, Wisconsin 53719. The American forest and I'aper Defl Ratio: Lt/360 TC: Lt/480 Tp5.0 Version T6.1.2 Asurcction (AR'I'A) is located at 1250 Connecticut Ave, NW, Ste 2(X), Washington, 17l: 2(X)36. TOTAL 37.0 paf job Name: SAGE !i-1113 8-31.11, 8-10-3 Truss i®: B 1 Qty: 6 Drw : EW. X -LOC RQ LT SIZE IZE12'D IC 2c4 DFL #1 S Btr. Platirr3 spec • AIUI/'IPI - 1995 'IHE 'This truss is designed usirr3 the - LBC Cbde. 1 0- 1-12 962 3.50" 1.50" BC 2>;4 EFL #1 S Btr. THIS IFSIIN IS CCVIPCSrIE RESCII.H' OF r-M77PTE MAD L-ASES. -97 Bldg El-cloced = Yee, R -ii Zrne = No 2 25-10- 4 1.073 3.50" 1.50" 4FB 2c4 EFL SI MM 13 1£ VALUES PM ICBJ ItESE:41KI-I REFC9r #1607. Eo• ,RIIT FOLLII104WIS s) -jam are b assed ONLY anricae/O eai-i Line = NoF70i Cstay = B B Lll SAR MFG]support FUWE A, L41D CSI Lr -.cis] for 1.0 PSF rrn-ccrcu rent BaL. a) tl� truss noterial at eadi ))ear -h G. Bldg Lmrjth = 80.00fL-, Bldg Width =- 40.00ft, M�Z roof haigl-it = 23.92ft, MPH = 75 1-2 -1659 .02 .33 .39 "Mn BASED IN QiELN LLVEER VALL£S. Classifi.ratirn = 4, D=ad Load= 21.0 psf 2-3 -1469 .02 .33 .34 samtLtrds: "I'It11SCOfv1 MANIJAL', by'I'ntswal, 'QIJAf.I'1'Y CUN'I'ROI. STANDARD ICOR ti11 I'AI. I'L.A'I'I (:ONNIiC:'I'I:D WOOD 'I'RUSSGS' - "I'RIJSSIiS' '111BJ1 BC Dead 10.0 Desi Spec UBC Design 3-4 -1469 .02 .33 .34 -97 siim'1" by,rvi. 'rhe'1'russ flue Insthute ('I'I'I) is located m 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and I':ghe1 4-5 -1654 .02 .33 .34 Association (AFI'A) is located at 1250 Cotmecticut Ave, N\4, Ste ^-(A), Washington, 1)(:2(x)36. TOTAL 37.0 psf 13V F AM, ]AID CSI 6-7 1422 .14 .34 .48 7-8 537 .09 .34 .44 8-5 937 .09 .34 .44 9-10 1422 .14 .34 .48 4dB FCPCE GSI %, EB FCP E C I 2-7 -337 .10 3-9 553 .22 3-7 553 .22 4-9 -337 .10 MAX I£FiFina4 (can) • 1,/999 IN 1.04 7-8 (LIVE) LF -.ow, D-- - .11" 7 - -.1.5" Joiu'ht Irr ,i ia.e =__= 6-9-4 6-2_ 12 6-2-12 t 6-9-4_i 1 0- 0- 0 6 G- 0- 0 2 6- 9- 4 7 8-10- 3 6-9-4 13-0-0 19-2-12 26-0-0 3 13- 0- 0 8 16- 0- 0 13-0-013-0-0 1 4 15- 2-12 5 17- 1-13 1 2 3 4 St 5 26- 0- 0 10 26- 0- 0 F -6.00 5-6 6-10-3 a-� -0-•1-3 L.J-H ,,,Aco45982 ,12131102 C N1` 01 6 7 11 9 Ill !i-1113 8-31.11, 8-10-3 8-10-3 17-1-13 26-0-0 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 3/16" = 11 H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Read all notes on this sheet and sive a coj�v of it to the Erecting Contractor. TBF: 56.0 WO: SAGE ® This design is for an individual building component. It has been based on specifications provided by the component m:llafacturer and June in Chile: Customer Name: accordance with the current versions of'rPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be gn: #LC = 10 Dsr I DA verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascenaui that the loads utilized on _ TC Live 16.0 psf DurFacs L=1.25 P=1.15 B Lll SAR MFG]support this design meet or exceed the boding imposed by the local building code: It is assumed that the top chord is laterally braced by the ruuf or flour ®LLC sheathing and the bottom chord is Literally braced by a rigid sheathing m uercd directly attached, unless otherwise noted. Brtcing'shown is for lateral TC Dead 11.0 Rep Mbr Bial 1.15 of components members only to reduce buckling length. This component shall not be placed in any environment that will cams, the muisturc psf content of the wood exceed 19% and/or cause connector pLde corrosion. Fabricate, handle, iusadl and bn:hce this miss in accordance with the following BC Live .0 psf, O.C.Spaeing 2- 0- 0 '1'ktiSWAL M-ITMS a1a5 Northpark Ur.. Col" springs. CO W1907 samtLtrds: "I'It11SCOfv1 MANIJAL', by'I'ntswal, 'QIJAf.I'1'Y CUN'I'ROI. STANDARD ICOR ti11 I'AI. I'L.A'I'I (:ONNIiC:'I'I:D WOOD 'I'RUSSGS' - "I'RIJSSIiS' '111BJ1 BC Dead 10.0 Desi Spec UBC Design t 1 SUMMARY (QST -KK), 'IIANDf.ING INS'I'ALL.ING AND BRACING ML'rAl. 1'LA'I'1: CONNGCf13D WOOD - (IIID•)1) and P of -97 siim'1" by,rvi. 'rhe'1'russ flue Insthute ('I'I'I) is located m 583 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and I':ghe1 Dan Ratio: W360 TC: 14/480 Tp5. 0 Version T6.1.2 Association (AFI'A) is located at 1250 Cotmecticut Ave, N\4, Ste ^-(A), Washington, 1)(:2(x)36. TOTAL 37.0 psf job Name: SAGE Truss ID: B2 Qty: 8 Drw BIG X-ICC REA;GT SIZE RE3Q'D TL 2x4 LFL 41 & Btr. Plating spec : ANSI/IPI - 1995 UPLIFT RFAMCN(S) • - 1 6- 1-12 1422 3.50" 1.50" BC Dc4 EFL #1 & Btr. THIS lESICN IS TIE CCMP SrIE RESULT OF st4jo rt 1 -281# 2 25-10- 4 864 3.50" 1.50" VIES 2x4 LFL SPAMAM f�LLTIPLE MAD CASES. This truss is designed using the PLk1fE VA.LIES FSR IC87 RESU%3] FE= #1607. EEARIl�r. R[WB 4ENIS shoat are based CNLY IW-97 Cbcia. TC R%E AXL BND GSI I-dad fcr 10 PSF rrn-ccaram'stt BCLL. az the truss material at each bearit-i3. Bldg &=lased = Yes, End 2cne = No 1-2 562 .07 .49 .56 PLATIDl; BASS aQ aEEN LUMBER VAUFS. F-tmm-x:xtt bracing is regAired (by cue's) to a=c ane/0--ean Lim = I36 , FSS Cbtsgmy = S 558 .00 .49 .99 ppr�vart rctatiorr/tq�ru-g. See IiM-91 and Bldg Laxgth = 80.00ft, Bldg V c1th = 40.00ft, 01 2-3 3-4 1017 .00 .38 .39 A1ZIMI 1-1995; 10.3.4.5 aryl 10.3.4.6. tam roof height = 23.42ft, MEI = 75 4-5 -1202 .01 .38 .39------Classif----FAD CASE #I Dead MAM 21.0 psf FCibE AiQ E1II3 CSI Dir L.Plf L.Lcc R.Plf R.Loc LLAIL 6-7 -929 .03 .22 .26 TC Vert 54.0 0- 0- 0 54.0 26- 0- 0 .59 7-8 309 .00 .30 .30 BC Vert. 28.0 0- 0- 0 28.0 6- 0- 0 .12 8-9 531 .09 .30 .39 BC Vert 20.0 6- 0- 0 20.0 26- 0- 0 .00 9-10 531 .04 .43 .47 10-11 1019 .09 .43 .52 FEB FCPCE CSI VEB FCRCE CSI 2-7 -1164 .26 3-10 575 .23 2-8 546 .22 4-10 -338 .3.0 3-8 -475 .51 I- .EEYI-MrICl•l (Epw;) 1,/999 111 VO4 8-9 (LIVE) rust L7EFLEMal (cant) h-9.4 6-2-12 6-2-12 6-9-4 1,/999 Ili 1.104 6-7 (LIVE) --, -+ -f �+ L= -.Da" m -.061' T= -.10" 6-9-4 13-0-0 I9-2-12 26-0-0 Join 7-17inv =-= 13-0-0 t 13-0-0 1 0- 0- 0 7 6- 1-12 1 2 3 4 5t 2 6- 9- 4 8 8-10- 3 3 13- 0- 0 9 16- 0- 0 F 6.00 4 19- 2-12 10 17- 1-13 5 26- 0- 0 11 26- 0- 0 6 0- 0- 0 5-6 3-6 2.5-4 6-1(I-3 7-6-15 SHIP 3-4 3-4-14)-4-3 QAC M FS SI)-4-3 2. 4 2.5-4 S=34 .4 SII 4 3 r. It ¢ N C0\5982 �:10 10 4--0t - Exp. 1/31 /02 lam, 26-0-0 t S CNI` N\P 6 7 S 9 10 OFCAUFOP 6.7.12 II -11-1 � 2i -IIS 6-1-12 17-1-13 26-0-0 - -. ..... Q 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 11 H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Read all notes on this sheet and give a Copy of it to the Erecting Contractor. TBF: 60.0 WO: SAGE ® Phis design is form btdividtwl building component. It lurs been based on spccificatiuns provided by dnc component tremuCetorer:md dune in Chk: Custem:er Name: accurd:mcc with the current versions of'ITI and AFI'A design st:md:urds. No responsibility is assumed for dimensioud accuracy. Dimensions :u•e to be Dsgnr: #LC = 13 DA ,ctiftvd by,d:e component trunmfacwrer and/or build'ung designer prior to fabricuion. The building designer sludl asectyain flan the lords utilized on TC Live 16.0 Def DurFaee L=1.25 P=1.15 B L U SAR MFG flus design meet or exceed the hwdhtg imposed by the local building code. It is assumed tlun the top chord is Literally brrced by the roof or flour LLC sheathing and the bottom chord is Lterally bmeed by a rigid sheathing m:nercd directly attached, unless oherwise noted. Bracing shown is for boerd TC Dead ® support of components members only to reduce buckling length. 'Phis component shall nut be pL•rccd b) :my environment dun will cause the moismrc 11.0 pef Rep Mbr Bnd 1.00 content of the wood exceed 199 and/or cause connector pl.ne corrosion. I abrieuc, In:odle, install .rad limee this moss in accordance with the following BC Live .0 psf O. C.Spaeing 2- 0- 0 1'RUSWAI. SYSI'L'ntS 4445 Northpark Dr., Colo Sprbrgs, CO W907 swidards: "I'RUSC(1M MANUAL.', by Truswal, 'QUALITY CON'I'ROI.. STANDARD FOR MIi'I'AL. ILA'm CONNIiC'1'ED WOOD'1'RUSSf:S' - '11113-91 (QS'f-Sit), 'IIANDLING INS'fALLINU AND BRACING MI"1'AI. 1'LA'fG CONNI:CPhD WOOD'I'Rt1SSIiS' - (11113-91) and SUMMARY BC Dead 10.0 e f P Desi Spec UBC -97 9n S111:01" by'111I. 'I'he'rntss Plate Instinne ('rm) is locatedal Si(3 D'Onofrio Drive, Madison, Wisconsin 53719. '1'hc American Forest and I'aperr Defl Patio: L/360 TC• L/480 Tp5. 0 Version T6.1.2 Associ;nion (AFI'A) is located :d 1250 Cunnectient Ave, NW, Ste 2(x), W:,shingum, DC: 2(x)36. TOTAL 37 .0 pe f job Name: SAGE 1 0- 0- 0 Truss ID: B3 1 Drw : C000181052-006 _ BIG X -T DC RE7-= SIZE R132 -D TC 2x4 EFL #1 & Btr. Plating spec : ANSI/IPI - 1995 UPLIFT REACIZCM(S) • 15- 0- 0 1 6- 1-12 1325 3.50 1.50 DC 2r.4 EFL })1 & Btr. THIS i]SICN IS 71,11ECCI�rIE RESCLT OF � 1 -137# L 2 9- 0- 0 425 3.50" 1.50" V B 2.c4 EFL SIPIIMM h4.II.TIPIE LOAD CPSES. 'Ibis is clesigrnd using the 'I'kusN'AI. 3 17- 0- 0 922 3.50" 1.50" G21,, ELK 2x4 EEL SIANMRD BEPRDr- SIS sho n are based CMY LBC -97 dxir. 4 25-10- 4 302 3.50" 1.50" PLATE WIES FFR IBD RE"FAiali REECRr #1607. ah the truss naterial at eadh beaxirg. Bldg Ehalosed = Yes, R -id Zta)e = No Tp5. 0 Version T6.1.2 Association (Al"PA) is located at 1250 Connecticut Ave, NW, Ste 2(x1, Washington, DC 20036. TOTAL 37.0 psf Location of interior bearings should be Toad-] fc>r 10 PSF nr n -c irnurr nt BQL. Hrrricarie/Ocean Lire = 13o FFA Categcny = B 'IC FC[K£ AM &I) CSI clearly narked on each truss. Intericr suppcirt cr tenpaary el'm•irg must Bldg L h = 80.00ft, Blclj 4 duh = 40,00ft, 1-2 2-3 ll08 574 .19 .66 .81 .72 F(�irtara7t ie (by cthe�.•s) to prevent rctatirn/tcpp�li g.. See HIB -91 aryl be in place before erecting this truss. Cable blocks are 2x 4 © 16.0 in. o;c. MAX. Meant . height = 23.42ft, Mr -H = 75 Classification = 4, 11= d Load = 21.0 pef 3-4 490 .06 .66 .04 .44 .48 XEI/IPI 1-1995; 10.3.4.5 and 10.3.4.6. <It is assumed that a•:e face of this truss ----------IMD GSE #1 E&SIM LOAM ---------------- 4-5 360 .04 .44 .48 PLATITU BASH CIV CEZEIIi LIMBER VALLES. < is sheathed with pl CSB, vod board Dir L.Plf L.Inc R.Plf R.Lc�c LL/IL 'Attach idEi tical tcp drnd (if &hooch) with < sidin c>r siding. If not, 'IC Vert 99.0 0- 0- 0 129:0 6- 0- 0 .52 }s' F i4lE FII Ell) 2-4 plates (2x4) 3-6 plates (2x6) at 24" in the < acklitiahal leads nest be cnsid ad ah < bears TC Vert 54.0 6- 0- 0 54.0 26- 0- 0 BC Vert 28.0 0- 0- 0 28.0 6- 0- 0 .59 6-7 7-8 -856 -632 .01 .37 .38 .00 .28 .28 o.e. and applied rotated nctchEd area, plus ether plat shm,n. 'Ihe upper ncn-wtthixxm gables. Ph3Y urz ad tate staph f� gable blares. BC Vert 20.0 6- 0- 0 20.0 26- 0- 0 .00 .00 8-9 -281 .00 .27 .27 tcp dao'$ nay be rj=v- s3 for cutlookers as le studs nay lateral brachy. See 9-10 -281 .00 .42 .42 nerd. DO NJr NXIM PiF]FRE MCM BY SPLICE LOCATION HAS BEEN MOVED -7f- 10-11 -242 .00 .42 .42 LateLal l�din lira with the cods have TO AVOID OVERLAPPING PLATES. net been oa-isid-ed unless noted ethm:wi.se. 4aEB FMCE CSI I -EB FC%E CSI 'Ilse loads and their cxnnactiens are the 2-7 -1051 .22 3-10 -503 .48 respahsibility of tl-e )zuldirg designer. 2-8 314 .13 4-10 -358 .10 3-8 -515 .49 MAX EEF=ai (span) • 1,/999 INI-M410-11 (LIVE) LF -.07" D= -.09" T= -.16" WN EEFLM rICN (c ant) : 1+/959 IN I -al 6-7 (LIVE) I,= -.05" DF -.071' T= -.12" -� Joint I=t-ia.s -= 1 0- 0- 0 7 6- 1-12 2 7- 1- 3 8 9- 0-12 3 13- 0- 0 9 15- 0- 0 4 18-10-13 10 16-11- 4 5 26- 0- 0 ll 26- 0- 0 6 0- 0- 0 ® TYPICAL PLATE : 1.5-3 6-6-4 'I Za3(o 0-0-4 G 3-1 /& Aesft 3/4 4-4-13 i 5-10-13� 5=10-13 4-413 4-4-13 10-3-11 16-2-8 20-7-6 13-0-02 1340-11 00 -6.001 - -o 6 7 6-1-12 1 6-1-12 -- ---- ---"r >i es - 9 10 10_ 16 -II -4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame nlates are nositioned as shown above. 7-3-0 Sflll' 0-0-4 "A) it 9-0-12 26-0-1) OVER 4 SUPPORTS ^� tAEss�� Q 5982 Exp 1'2/31102 \sr C NAV P OFC "12000 Scale: 5/32" = 1' WAIClVINU Head till notes on tliis sheet and give a coli)' of it to the !"reeling Contractor, 'IBF: 121.3 WO: SAGE This design is for all' individual building component. It has been based on specil'icatinns provided by the cuuymuem nuuudaaurcr :mJ June in Chk Customer Name: accurd:mce with due current versions af'fi'l and APPA design scutd:,rds. No responsibility is assumed for dimensional accuracy. Dimensions arc w be s`rified by the component manufacturer and/ur building designer prior to l abricalion. Tlu: building designer xludl ascereahi cat the loads utilized un Dsgnr #LC = 31 DA B LU SAR MFG this design meet or exceed the loading imposed by the lora d building code. II is assumed ticu the top chord is Lucra lly braced by the roof or Iluor TC Live 16.0 psf DurFacs L=1.25 P=1.15 LLC shc:dhh)g and the bottom chord is Laterally braced by a rigid sheathing ncueri l directly attached, unless otheuuwise noted. Bracing shown is for Lucral ® support of components members only w reduce buckling length. 'Phis component shall not be pLaced inany environment dun will curse the moisture TC Dead 11.0 psf Rep Mbr End 1. 00 'I'kusN'AI. content of the wood exceed 199 and/or cause connector pL•ue corrosion. Fabric;etc, handle, install and brace this truss in uecurd:mce with the following 'Q1IALITY BC Live .0 psf O.C. Spacing 2- 0- 0 ark DrSN'Us, C 4445N.�nbp:.r� Ur., Col.. Springs, CU W)M7 sandards::THOSCOM MANUAL', b I ruswal, CONTHOI. STANDARD FOR METAL vLATIi CONNHC'I'lil) WOOD TRI ISSES' - y- (QS'I'-xts), 'IIANDI.IN(; INS'I'ALI.IN(.I AND IIRACINO MI 1'AI. 1'I.A'1'Ii CONNI;(,"I'I?D WOOD'I'RUssl?S' .01111-9 and '1116-91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 SIII?07" by '1111. Tlie'f uss Plate Institute ('1111) is located at 583 D'Ooufrio Drivc, Madison, Wisconsin 53719. The American purest and Paper D=f7 Ratio: L/360 7L: L(/480 Tp5. 0 Version T6.1.2 Association (Al"PA) is located at 1250 Connecticut Ave, NW, Ste 2(x1, Washington, DC 20036. TOTAL 37.0 psf job Name: SAGE WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor. This design is for an individual building component. It Inas been based un specifications provided by the component manufacturer and dune in accordance with the current versions of TI'I and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the cumpunent tnmufacmrer and/or building designer prior toCtbricatiun. The building designer shall ascertain that the loadS utilized eco this design meet or exceed the loading imposed by the local building code. It is assumed that the top churl is Werally braced by the roof or flour 'Truss ID: C 1 Drw : C:VVV 1 V 1 VSL-Vu� TC Live 16.0 pef DurFacs L=1.25 P=1.15 'IC 2x4 EFL #1 & Btr. Platings : ANSI/TPI - 1995 This truss is designed using the ®LLC support of components members only to reduce buckling length. component shall not be placed in any environment that will cause the moisture BC 2x4 EFL #1 & Btr. THIS rlliApec IS 'II -]E CCMPCSrIE RES(II,T OF 1BC-97 CCcle. Bldg = Yes, Ehd Tale = No BC Live .0 pef O. C. Spacing 2- 0- 0 TR u%WAI. SYSITn15 GM ELK 2x4 EFL SIAIIl]W BATE VALLIS 1� ICBJ Fa b REP 3Zr #1607. 1ST1MPLE LOAD CASES. EE'ARIIr. QiS Ed 3" 1 are leased CNLY My =1os�ed FLtmcaue/Oxa11 Dale = I3c Cb y = B Bld7 4Jidth 40.OOft, 1 Joint It tie s =____ U- 0- 0 12 U- G- 0 roackrd for 10 PSF ern -carr- r,t. BOLL. is drat one face of this truss a1 the nnateria1. aL- each bearing. E4-A-JTI� BALD IN CREW L1-10ER VFd.IL•'S. Bldg Icy = 80.00ft, = Man root Iriglrt = 21 .92ft, MHi = 75 2 13 2- 3- 0 13 2- 3- 0 <It assurvdi < is sb-eathed with pl CSB, wend hoard Assoccation (AFPA) is located at 1250 Connecticut Ave, Nay, Ste 2(x), Washington. DC 21x136. Cbaseifi.ccatial = 4, [mad TnUi = 21.0 psf 3 9 3- 7- 0 9-11- 0 15 3- 7- 0 9-11- 0 < s)ciasrj or siding. If not, < additional loads nest be cortsidered on 5 6- 3- 0 16 17 6- 3- 0 7- 5- 0 < tel -cont-* betting les. 6 7 7- 0- 0 7-9-0 18 9-1-0' I•1-�y (ase z clzq t -e staple tam gable bloc -s . Gable studs may � lateral. ]zracirr�• S� 8 9 9- 1- 0 19 10- 5- 0 20 10- 5- 0 11.- 9- 0 Tnzs els �` �' y hle I. -acing dat.11(a) . Lateral 1. in line with the axz-ds Have 10 11- 9- 0 21 3.4- 0- 0 ret been eaysidered unless noted ctly=xwise. 11 14- 0- 0 There loads and their ccrnact.ials al's the ieoponsibility of the building d:-3igruer. 2-3-1) 2-8-1) 2-I-0 2-1-0 2-8-1) 2-3-0 2-3-0 4 -II -0 7-0-0 9-1-11 II -9-0 14-0-0 7-0-0 7-0-11 1 2 3 4 5 6 7 S 9 l(1 11 Ott -6.00 3-4 12 13 14 15 16 17 18 .19 20 21 2-32-3-0- 2-8-0 2 -II_ 1-0 2-8-0 3-7-0 2-3-0 4-11-0 7-9-0 10-5-0 14-0-0 TYPICAL PLATE : 2.5-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint- Report. Circled plates and false frame elates are positioned as shown above._ ESSIG M ESS, ctic No. CA5982 73 *\ I EXP, 1?431102 OF CA -\F 000 Scale: 9/32" = 1' ® B al l SI R MFGIsheathingand WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor. This design is for an individual building component. It Inas been based un specifications provided by the component manufacturer and dune in accordance with the current versions of TI'I and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the cumpunent tnmufacmrer and/or building designer prior toCtbricatiun. The building designer shall ascertain that the loadS utilized eco this design meet or exceed the loading imposed by the local building code. It is assumed that the top churl is Werally braced by the roof or flour TBP: 34.7 Chk: Degnr: #LC - 10 WO: SAGE customer Name: DA TC Live 16.0 pef DurFacs L=1.25 P=1.15 the bottom chord is Ltetally braced by a rigid sheathing nukiercd directly attached, unless otherwise noted. Bracing shown is for lateral '['his TC Dead 11.0 psf Rep Mbr Bpd 1.15 ®LLC support of components members only to reduce buckling length. component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector pL•te corrosion. I :abric te, handle, inst ll and brace this truss in accordance with the following BC Live .0 pef O. C. Spacing 2- 0- 0 TR u%WAI. SYSITn15 standards: "I'Rl1SCOM MANUAL', by rR s%val, *QUALITY CON'I'ROI. S'T'ANDARD FOR Ml' -TAI. PLATE, CONNI?(ATI) WOOD TRUSSI?S' - 4443 Nori park Ur.. Col. Springs, CO Bn907 r a a (QS'1'•g2s), 'IIANULING INSTALLING AND I11LAC:ING Mlil'AI. 1'LA'I'I? CONNIi(:1'IiD �\uOD'I'RUSSIiS' - (Illli-)I):md'1II11Jl SUtvIlvlAKl' BC Dead , 10.0 sf- P Desi Spec UBC -97 Design SIIHGr' by'ITI. The Truss I'Lue Institute (rvo is located a Shu D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Iafl Ratio: 14/360 TC: 1/480 Tp5.0 Version T6.1.2 Assoccation (AFPA) is located at 1250 Connecticut Ave, Nay, Ste 2(x), Washington. DC 21x136. TOTAL 37.0 pe f job Name: SAGE WARNING Read all notes on this sheet and give a col?v of it to the Erecting Contractor. This design is for an individtwl building component. It has been based un specifications provided by the emnponent rnmudacturer and done ill accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimension l accuracy. Dimensions are to be a uified by the component manufacturer and/or building designer prior to fabriction. The boildng designer shall ascertain that the holds nllized on this design meet or exceed the larding imposed by the local building code. It is assumed than the « q) chord is laterally braced by the roof or Moor TBF. 30.7 Chk: Degnr: #LC = 10 Truss ID: C1 Qty: 2 Drw 1052-008 SEs, X -LOC REACT SIZE R132'D TC 2x4 DFL #1 & Btr. Plating spec : PDSI/aIPI - 1995 'This truss is designed using the 1 0- 1-12 625 3.50 1.50 BC 2x4 DFL #1 & Btr. 'IRIS LFSIIN IS THE 0Q4FMrIE RESULT OF MII,TTPLE TOAD CASES. LBC -97 CUcla. ti Bldg Et -closed = Yes, End Zcne =Ise 2 13-10- 4 629 3.50" 1.50" V03 2x4 EFL S'T *EARD PLATE VATSES F5R ICED RES AKH REIC'S1P #1607. EEARII RF LJIFZEI42VI9 Bio d1 are based MLY IL ricale/Conan Line = NoCatr�= B It: FCRCE AXL E4 U7 GSI Desi Spec UBC -97 got P Lcc�Yr] far 10 FSF 3Y31-m10.RYaFa1t BC1L. at the tnnss ncaterial at each bari.rg. FLATDr. BASED CN CIM4 1111M\OMX-S. Bldg Length = 80.00ft, B1ct1 idol e- 4U0fl-, M�aa Tref i�ei.gl-i = 21.92ft, MFH = 75 1-2 -825 .00 .08 .08 'Ip5. 0 Version T6.1.2 Assoccaion (Al'-l'A) is located at 1250 Connecticut Ave, NAV, Ste 2W, Washington, DC 20036. TOTAL .37.0 psf lea ClaseificaLirn = 4, d Load = 21.0 psf 2-3 -628 .00 .08 .08 3-4 -628 .00 .08 .08 4-5 -825 .00 .08 .08 BC FCRCE AXL SID CSI 6-7 711 .09 .13 .22 7-8 711 .09 .13 .22 V EB FCRCE CSI I -EB FCRCE CSI 2-7 -213 .06 4-7 -213 .06 3-7 348 .14 WX CEFLECTICN (spa),) I4/999 IN I -Ell 7-8 (LIVE) LF -.02" D= -.03" T= -.05" ---= Joint Lncatiais -_ - 1 0- 0- 0 5 14- 0- 0 2 3- 9- 4 6 0- 0- 0 3 7- 0- 0 7 7- 0- 6 3-9-4 3-2-121 3-2-12 1 3-9-4 1 4 10- 2-12 8 14- 0- 0 3-9-4 7-0-0 10-2-12 14-0-0 7-0-0 i 7-0-0 1 2 3 4 5 -� r- 3-10-3 Z0-4-3 5-6 -1) 1-6-1) 14-0-11 6 7 7-0-0 7-0-1) Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 got.), positioned per Joint Report. Circled plates and false frame nlates are nositioned as shown above. s 7-0-0 14-0-0 t - 4-6-15 SKIP IO -4-3 CQ�pr=SSrONa�� ME -C 982 EXP. ?2J31/02 V OF 6/2 7 2000 Scale: 9/32" = 1' ® B �� ��� C� �" WARNING Read all notes on this sheet and give a col?v of it to the Erecting Contractor. This design is for an individtwl building component. It has been based un specifications provided by the emnponent rnmudacturer and done ill accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimension l accuracy. Dimensions are to be a uified by the component manufacturer and/or building designer prior to fabriction. The boildng designer shall ascertain that the holds nllized on this design meet or exceed the larding imposed by the local building code. It is assumed than the « q) chord is laterally braced by the roof or Moor TBF. 30.7 Chk: Degnr: #LC = 10 WO. SAGE Customer Name: DA TC .Live 16.0 psf DurFaee L=1.25 P=1.15 ® LLC sheathing and the bottom chord is Latemlly braced by a rigid sheathing materia direcdy attached, unless otherwise noted. Bracing shown is for lateral TC Dead 11.0 psf Rep Mbr Bad 1.15 support of componems members only to reduce buckling length. This component slurll not be placed in any environment that Will Carse the moisture content of the wood exceed 19% and/or cause connector plae corrosion. Fabricate, handle, instal and.brace this tr ss in accordance with the following BC Live .0 psf O.C.Spaeing 2- 0- 0 'I'It USW,aI. -1- Dr.. u�as (J,nrbpar► Ur., i:ul,. springs, CO tt09g7 standards: 'TRUSCOM MANUAL', by'rnrswa, 'QUALITY CON'T'ROL. S'T'ANDARD POR N11i1'Al. I''LATE CONNI'-(;TI D WOOD TRUSSFS' - ( )and 'IIIBJI SUMMARY (Qs'f-hs), 'IIANDL.INCI INSTALLIN(i AND BRACING MI;TAI. PLATT- CON'NL• ATI) WOOD TRUSSES' - IIID -91 BC Dead 10.0 psf P Desi Spec UBC -97 got P SMA'Vi- by'I'PI. 'I'll(: Truss I'L• le Ins(inne ('ri'I) is located at Sha D'Onofriu Drive, Madison, Wisconsin 53719. The American Forest and Paper - Dan Ratio: L/360 TC: L/480 'Ip5. 0 Version T6.1.2 Assoccaion (Al'-l'A) is located at 1250 Connecticut Ave, NAV, Ste 2W, Washington, DC 20036. TOTAL .37.0 psf Job Name: SAGE Truss ID: C2 V Drw 9 _ EK. X -mc REACr SIZE REQ'D 7C 24 DFL #1 & Btr. • Plating spec • Ami/'rPI - 1995 Building D--sigrrzr shall piv✓icle adagiate 1 0- 1-12 4024 3.50 4.29 ED 2f6 DFL SS THIS E SI(N IS TILE CII''PCSTIE RESULT OF bearingti area anand�e. 2 13-10- 4 4024 3.50" 4.29" YVES 214 EEL SD4MARD 2x4 LFL #1 & Btr. 8-3 M MPLE LOAD CAEL-3. SRI r, RIW11 74ENI5 domz are basad CNLY ....I� ALMA R�........... ID Brg Size Min Size -c>r- Mui Area 6/29/2000 1C FLYiCE AXL EM CSI PLT BLK 24 LFL #1 & Btr. az the truss noteriaL at ead-i besrh-g. 1 0- 3- 8 0- 4- 5 6.44 si 1-2 -6227 Timber shear allonahle� IMS -97. PLAZE VAii�S FM ICBG lei REECRT #7.607. 2 0- 3- 8 0- 4- 5 6.44 Bi w0: SAGE 2-3 -4923 .39 .41 .80 .29 Iernmrxt bracug is (by others) to' L sarl5d f� 10 1?SF nxt-czi�anz��t BSI . This truss is d�igred using d� 3-4 -4423 .14 .10 pprr��'amt rntatiaA/tcpp �. See HIB -91 at -a PLA= BASED C14 GEEK IUMR VAILE3. LBC -97 Com. this design mcet ur exceed the loading imposed by the local building code. It is assumed that the top chord is Luetally braced by the roof or flour 4-5 -6227 .14 .10 .24 Wi'/TPI 1-1995; 10.3.4.5 arra 10.3.4.6. support of components members only to reduce buckling length. 'this cumponcnt shill not be placed in any environment tluu will eause the moisture Bldg EYtciceed =Yom, IIYl 7ta�e = rb Rep b1br Bnd 1.00 wncent of dic wood exceed 19% and/or cause couneaor pLde corrosion. Fabricate, Immdle, install and brace this truss in accordance wilt the following .39 .41 .80 3'k US\%Af. S)'SITIIJS 4445 Ronbpark' Or., Cldu sf-rlag:, CO 00907 standards: 'TRUSCOM MANUAL% by Truswal, 'QUALITY CONTROI. S'T'ANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - B B_ FU3CE AM RZ CSI TO PREVENT THE TRUSS CHORD FROM CRUSH114Gd3ooft,6-7 MEET' by'1'111. 'rbe'rruss I'Lae Institute ('I'I'I) is loaned :n 583 D'Onofriu Drive, Madison, Wisconsin 53719. The American Forest and Paper B>m= Defl Ratio: 1+/360 TC: L/480 Tp5. 0 Version T6.1.2 5554 5488 .41 .41 .44 .86 .26 .67 ON A � BEARING WALL, ATTACH A 16 in.7-8 assificatirn = 4, L1ad Lid = 21.0 psf 8-9 5488 BEARI G BLOCK, OF THE SAME SIZE 8 SPECIE AS ----Lf1AD CASE #L LFSIC3d LOALS ---------------- 9-10 5554 .41 .26 .67 .44 .86 BOTTOM CHORD TO FACE, W/ /G- /cWDir L.Plf L. Lo-- R.Plf R.Loc LL/IL .41 NAILS. DISTRIBUTE NAILS EVENLY. TC Vert 54.0 0- ,o- 0 54.0 14- 0- 0 BC Vert 505.0 0- 0- 0 505.0 14- 0- 0 .59 IEB FORCE CSI WEE Rim (SI .42 2-7 1642 .67 4-8 -1862 .42 2-8 -1862 .42 4-9 1642. .67 3-8 3727 .47 I-IAX EEFI-97ITC14 (spar,) L-/999 114 h1EI4 7-8 (LIVE) D-- -.11" T= -.20" Joint Lr=,tiaZv 1 0- 0- 0 6 0- 0- 0 2 3-11- 4 7 3-11- 4 3 7- 0- 0 6 7- 0- 0 4 10- 0-12 5 10- 0-12 5 14-0-0 10 14-0-0 3-11-4 t 3 -II -12 3 -IIS 3-11-4 7-0-0 111-0-12 14-0-0 7-0-0 l 7-0-0 I 2 3 4 5 F-6 0 0 A -u \1- M ES,2 n � � Q�/ �I� G045982 7c 1 a -u -u EXpI12J31/02 6 7 8 1 10 ATF 33-11-44 3-113 3-0-12 3-I1-4 1 OFC���F 3-11-4 7-0-11 1(1-U-12 14-0-0 - 6/29/2000 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 9/32'- - 1- "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF. 39.3 w0: SAGE This design is for an individual building cumponcnt. It has been based on specifications provided by the component m mufacmrer and done in Cbk: Custimmrer Name: accordance with the current versions of TI'I and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component nn nufacturer and/or building designer prior iolabrication. The building designer sball ascermin drat the hods utilized un Degnr: #LC = 10 DA TC Live 16.0 pef - DurFace L-1.25 P-- 1.15 LU SAR MFG this design mcet ur exceed the loading imposed by the local building code. It is assumed that the top chord is Luetally braced by the roof or flour sheathing and the bottom chord is laterally braced by a rigid she:dhing unuercd directly attachcd, unless otherwise noted. Ilracing shown is for Literal ®LLC support of components members only to reduce buckling length. 'this cumponcnt shill not be placed in any environment tluu will eause the moisture TC Dead 11.0 pef Rep b1br Bnd 1.00 wncent of dic wood exceed 19% and/or cause couneaor pLde corrosion. Fabricate, Immdle, install and brace this truss in accordance wilt the following BC Live .0 of p O.C, ao 2- 0- 0 � ing 3'k US\%Af. S)'SITIIJS 4445 Ronbpark' Or., Cldu sf-rlag:, CO 00907 standards: 'TRUSCOM MANUAL% by Truswal, 'QUALITY CONTROI. S'T'ANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - r (QS'r-b8), 'IIANDIANG INSTALLINU AND BRACING METAL PLATE CONNECTED WOOD TRUSSHS - (11111.91) and '11111-I1 Sl1MMARY BC Dead 10.0 of p Desi Spec UBC -97 Design p MEET' by'1'111. 'rbe'rruss I'Lae Institute ('I'I'I) is loaned :n 583 D'Onofriu Drive, Madison, Wisconsin 53719. The American Forest and Paper Defl Ratio: 1+/360 TC: L/480 Tp5. 0 Version T6.1.2 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 200.16. TOTAL 37.0 pef http://www2. cslb. ca.Dov/iXpi-essAicexa-n/exani/Success. dml 6/28/00 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Sage Pool Suite Run: 176' 29 -Jun -00 Project Address: Durham SAGE -POOL Durham Building Title: HOUSE Building Permit # ' Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 670 ft2 Interior Average Ceiling Height: 8`0" ft -in (ft2) ----- value ----- Building Type: SFD Single Family Detached Building Front Orientation: 230 deg (West) 0.510 2 Glazing Area, % of Floor Area: 16.6% -------- None Window South 24.0 Average Fenestration U-Value:0.52 2 Standard BugScrn Overhang Average Fenestration SHGC: 0.73 0.510 2 Standard. Number of Stories: 1 Window North 20.0 0.510 Number of Dwelling Units: 1.00 BugScrn Overhang Skylight Floor Construction -Type: Slab on grade Standard BugScrn BUILDING.SHELL INSULATION Cavity Sheathing Component Insul Insul Total Assembly Type R -value ----------------------- R -value R -value U -value Location/Comments -------- Wall 13 0 -------- 11.36 -------- 0.088 ----------------------- Unconditioned Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Wall 19 0 15.38 0.065 Outside Ceiling 49 0 52.63 0.019 Attic Floor 0 0 3.38 0.295 Grade Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- ------------------------- Slab 670 Yes Grade FENESTRATION Area U- Interior Exterior Overhang, Orientation ----------------- (ft2) ----- value ----- Panes ----- Shading Shading and Fins Window West 48.0 0.510 2 ---------- Standard ---------- BugScrn -------- None Window South 24.0 0.510 2 Standard BugScrn Overhang Window East 15.0 0.510 2 Standard. BugScrn None Window North 20.0 0.510 2 Standard BugScrn Overhang Skylight 4.0 0.680 2 Standard BugScrn None • • i 4 CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------ ------------- ------------ ------- ---------------- Standard—Gas ------------StandardGas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul- Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- -=------- --------- -------- None l CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 SPECIAL FEATURES, REMARKS, AND NOTES 2. Standard interior shades are assumed to be drapes which need not.be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT " This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 389A CONNORS CT. CHICO, CA., 95926 530-894-5590 Certificat'on #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT "389 ste..A Connors Ct. Chico Cal. 530-894-5590 ` Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 Project Address: Durham SAGE -POOL Durham Building Title: HOUSE Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 23.43 Space Cooling 18.40 Water Heating 29.28 Total Type ---------- 71.11 GENERAL INFORMATION Proposed Design --------------- 17.83 24.17 28.92 -------- Complies 70.92 Yes Conditioned Floor Area: 670 ft2 Average Ceiling Height: 8`0" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 230 deg (West) Glazing Area, % of Floor Area: 16.6% Average Fenestration U -Value: 0.52 Average Fenestration SHGC: 0.74 Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 5360 ft3 Ground Floor Area: 670 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) ( ft 3 ) Type Type (ft) ---------------------------------------------------- ------ HOUSE 670 5360 Conditioned CEC Standard 2'0" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --- Gns --- Type ------------ Location/Comments Zone = HOUSE -------------=------ Wall 64.0 0.088 13 11 230 90 No W13.2x4.16 Unconditioned Wall 128.0 0.065 19 15 230 90 Yes W19.2x6.16 Outside Wall 176.0 0.065 19 15 140 90 Yes W19.2x6.16 Outside Wall 225.0 0.065 19 15 50 90 Yes W19.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type (ft2) value Rval -- Rval ----- Azm Tlt --- Gns Type Location/Comments Wall 184.0 0.065 19 15 --- 320 90 --- Yes ------------ W19.2x6.16 -------------------- Outside Ceiling 666.0 0.019 49 53 -- 0 Yes R49.2x4.16 Attic Floor 670.0 -- 0 -- -- 180 No S1ab140C Grade PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor ----------- -------- ------ Zone = HOUSE Exposed 108'6" 0.756 FENESTRATION SURFACES Insul Insul Depth R-val (in) Location/Comments ----- ---------------------------------------- 0 16 Outside GLAZING CHARACTERISTICS Glazing Glazing Fenestration Glazing Area Tru Name ------------ Open Frame Charactr Name ------ Type ---- (ft2) ----- Azm --- Tlt --- Type ------- Type Name Comments Zone = HOUSE -------- ------------ ---------------- FG1 Wind 48.0 230 90 Hinged Vinyl Double RG1 Wind 24.0 140 90 Slider Vinyl Double BG1 Wind 15.0 50 90 Slider Vinyl Double LG1 Wind 20.0 320 90 Slider Vinyl Double 2020SKY1 Skyl 4.0 -- 0 Fixed Vinyl SKYLT GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U_ Name ------------ Type Panes value Double --------- Clear ----- 2 ----- 0.510 SKYLT Tinted 2 0.680 OVERHANGS Fenestration Interior SHGC Shade Type Int SHGC See notes Shade ----------- ------ 0.765 Standard 0.680 0.765 Standard 0.680 SHGC Exterior Ext Shade Type .Shade BugScrn 0.757 BugScrn 0.757 ----------------g--------- p Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------------------------7-------- RG1 410" 610" 1'0" 3'4" 91 0" 17'0" LG1 410" 5'0" 11 0" 314" 6'0" 2110" COMPUTER METHOD SUMMARY Page 3 C -2R Project, Title: Sage Pool Suite Run: 176 29 -Jun -00 FINS Left Fin Right' Fin Fenestration Exten Dist Exten Dist -=------------------------ Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ----- None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments- -------------- ----- ---- ---- ----------------- ---- -------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mas.s Comments ------------ -------- -------- ------------ --------------------------------- None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of.Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 WATER HEATING S-YSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS t Pipe Pipe Insul Insul System%Name Type Number run (ft) diam (in) thck.(in) R -value ------------- ------------- ----------------------- ` Non6 ; a r . y _ a SPECIAL V'EATURES, REMARKS, AND NOTES 2.,. Standard;imterior shades are assumed to be drapes which need not be installed -;5"t the time of inspection. All other interior shading devices mint be('installed 0for inspection. t 3. Reating,duct reg ister.'location: Ceiling. , 4. Cooling duct ^"register„ location: ,Ceil'ing. � s i MANDATORY MEASURES CHECKLIST: RESIDENTIAL M.F-1R Page I Document Author: 'Evergreen Development 530-8945590. Climate Zone 1 I Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. `When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. fill insulation manufacturer's labeled R -Value. 150(b): Loose *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 2.0 than 0.301, water vapor transmission rate no greater ✓ perm/inch. 118: Insulation specified or installed meets CEC quality ✓ standards. Indicate type and form. Fenestration Products, Exterior Doors and Infiltration/ 116-17: exfiltration controls 1. Doors and windows between conditioned and unconditioned ' spaces designed to limit air leakage. (except. field fabricated) have 2. Fenestration products label with certified U -value, certified solar heat gain coefficient, and infiltration certification. weatherstripped; all joints 3. Exterior doors and windows and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. of Fireplaces, Decorative Gas Appliances —�— 150(e): Installation and Gas Logs actory-built fireplaces have: 1. Masonry and factory-built' a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control burning pilots allowed. 2. No continuous gas .7. K . . r .k M-ANDATORY MEASURES CHECKLIST: RES IDCNT.IAL MP -'IR Page 2 Document Author: Evergreen Development 530-894-5590. Climate Zone I I SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- e•- ment I 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. .1 150(i): Setback thermostat- on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 indirect hot water tanks have R-12 external insulation or R -1G combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 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 longevity 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 efficiency, on-off. switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe be filter and heater for future solar heating. b. Cover for outdoor pools or outdoor -spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). i MANDATORY MEASURES CHECKLIST: RESIDENTIAL 1VIF-IR Page -3 Document Author: Evergreen Development 530-894-5.590. Climate Zone I I LICI-ITING MEASURES 150(01: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40"lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must 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. 0 Design- Enforce- er ment CERTIFICATE OF COMPLIANCE: Residential. Page 1 ° CF -1R Project Title: Sage Pool Suite Run: 176 29 -Jun -'00 Project Address: Durham SAGE -POOL Durham Building Title: HOUSE Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 670 ft2 Average Ceiling Height: 8'0" ft -in Building Type: . SFD Single Family Detached Building Front Orientation: 230 deg (West) Glazing Area, % of Floor Area: 16.6% Average Fenestration U-Value:0.52 Insul Average Fenestration SHGC: 0.73 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL Component Type --------------- Wall Wall Wall Wall Wall Ceiling Floor Slab Perimeter INSULATION Area U- Interior Cavity Sheathing Orientation ----------------- (ft2) ----- value Insul Insul Total Assembly Window West R -value -------- R -value -------- R -value U -value Location/Comments 13' 0 -------- 11.36 -------- 0.088 -------'---------------- Unconditioned 19 0 15.38 0.065 Outside 19 0 15.38 0.065 Outside 19 0 15.38 0.065 Outside 19 0 15.38 0.065 Outside 49 0 52.63 0.019 Attic 0 0 3.38 0.295 Grade 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) Conditioned? Exterior Conditions/Descripti --------------------------------------------- -------------------------- Slab 670 Yes Grade FENESTRATION Area U- Interior Exterior Overhang Orientation ----------------- (ft2) ----- value Panes Shading Shading and Fins Window West 48.0 ----- 0.510 ----- 2 ---------- Standard ---------- BugScrn -------- None Window South 24.0 0.510 2 Standard BugScrn Overhang Window East 15.0 0.510 2 Standard BugScrn' None Window North 20.0 0.510 2 Standard BugScrn Overhang Skylight 4.0 0.680 2 Standard BugScrn None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments ----------------- ----- ----------------------.-=--------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water. # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 760 -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None VIE CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 SPECIAL FEATURES, REMARKS, AND NOTES 2. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed -by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER SCOTT JACKSON EVERGREEN DEVELOPMENT 389A CONNORS CT. CHICO, CA., 95926 530-894-5590 Certif'cation #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR SCOTT JACKSON EVERGREEN DEVELOPMENT 389 ste. A Connors Ct. Chico Cal. 530-894-5590 Signed Date 0 0 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 Project Address: Durham SAGE -POOL Durham Building Title: HOUSE Building Permit # Document Author: SCOTT JACKSON Telephone: 530-894-5590 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design ------------------------------ Space Heating 23.43 Space Cooling 18.40 Water Heating 29.28 Total 71.11 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design --------------- 17.83 24.17 28.92 -------- Complies 70.92 Yes 670 ft2 8'0" ft -in SFD Single Family Detached 230 deg (West) 16.§%' 0.52 0.74 1.00 1 Slab on grade 1 a 5360 ft3 670 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) ( f t 3) Type Type (ft) ---------------------------------------------------- ------ HOUSE 670 5360 Conditioned CEC Standard 210" OPAQUE SURFACES Surface Area U- Insl Total Tru Slr Construction Type ---------- ------ (ft2) value ----- Rval Rval Azm Tlt Gns Type Location/Comments Zone = HOUSE ---- ----- --- --- --- ------------ -------------------- Wall 64.0 0.088 13 11 230 90 No W13.2x4.16 Unconditioned Wall 128.0 0.065 19 15 230 90 Yes W19.2x6.16 Outside Wall 176.0 0.065 19 15 140 90 Yes W19.2x6.16 Outside Wall 225.0 0.065 19 15 50 90 Yes W19.2x6.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R . Project Title: Sage Pool.Suite Run: 176 29 -Jun -00 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm Tlt --- --- Gns --- Type ------------ Location/Comments Wall 184.0 0.065 19 15 320 '90 Yes W19.2x6.16 --------------'------ Outside Ceiling 666.0 0.019 49 53 -- 0 Yes R49.2x4.16 Attic Floor• 670.0 -- 0 -- -- 180 No S1ab140C Grade PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor ----------- -------- ------ Zone = HOUSE Exposed . 108'6" 0.756 FENES^1RATION SURFACES Insul Insul Depth R-val (in) Location/Comments ----- ------ --------------------------- ------- 0 16 Outside GLAZING CHARACTERISTICS Glazing Interior SHGC Glazing Fenestration Glazing Area Tru Shade Type Open Frame Charactr Name -------------- Type ---- (ft2) ----- Azm ------- Tlt Type ------- Type Name Comments Zone = HOUSE Clear 2 0.510 0.765 Standard 0.680• -------- ------------ ---------------- FG1 Wind 48.0 230 90 Hinged Vinyl Double RG1 Wind 24.0 140 90 Slider Vinyl Double .BG1 Wind 15.0 50 90 Slider Vinyl Double LG1 Wind 20.0 320 90 Slider Vinyl Double 2020SKY1 Skyl 4.0 -- 0 Fixed Vinyl SKYLT GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes ----- value ----- SHGC See notes ---------------- Shade ------ Shade Type ---------- Shade ------ Double Clear 2 0.510 0.765 Standard 0.680• BugScrn 0.757 SKYLT Tinted 2 0.680 0.765 Standard 0.680 BugScrn 0.757 OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ --------------------------------- RG1 410" 6'0" 1'0" 3'4" 910" 17'0" LG1 410" 510" 11 0" 314" 610" 2110" e� ti COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- .Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments None HVAC 'SYSTEMS Duct Location System Name" System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.78 Furnace 0.78 AFUE Attic R-4.2 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ Standard—Gas Standard StandardGas Storage gas 1 0.53 50 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard Gas -- -- No No COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Sage Pool Suite Run: 176 29 -Jun -00 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby. Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------- ------ StandardGas 76% -- 36.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -"value. -------------- ------------- ------ -------- -----=--- --------- ------- None SPECIAL FEATURES,.REMARKS, AND NOTES 1. 2. Standard interior shades are assumed to be drapes which need not be' installed at the time of inspection. All other interior shading devices .. must be installed for inspection. 3. Heating duct register location: Ceiling. 4. Cooling duct register location: Ceiling. -----7-------------------------------------------------------------------------- 1 I- k MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Document Author :Evergreen Development 530-894.5590. Climate Zone 11 Page 1 Note: Lowrise residential buildings subject -to the Standards must contain these measures regardless. of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for -the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- 24 er ment *150(a): Minimum R-19 ceiling insulation. fill insulation manufacturer's labeled R -Value. 150(b): Loose *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 0.301, water vapor transmission rate no greater than 2.0 ✓ perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. (except field fabricated) have 2. Fenestration products label with certified U -value, certified solar heat gain coefficient, and infiltration certification. weatherstripped; all joints 3. Exterior doors and windows and penetrations caulked and -sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16. only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. , 150(e): Installation of Fireplaces, Decorative Gas Appliances — and Gas Logs t 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ,/ 24 r .4 M-ANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -IR Document Author : Evergreen Development 530-894-5590. Climate Zone I 1 Page 2 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 ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150 (j) : Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 indirect hot water tanks have R-12 external insulation or R -1G combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. G. Piping insulated between heating source and indirect hot water tank. *1S0(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections GO1 and G03; 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 longevity 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 efficiency, on-off. switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with:. a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). •r Iq n w MANDATORY MEASURES CHECKLIST:. RESIDENTIAL MF -1R Page 3 Document Author: Evergreen Development 530-894-5590. Climate Zone 11 LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. ;This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: 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. S Tentative Parcel Map for Niel Sage, TPM 00-08, APN 039-370-080, dividing a 9 -acre parcel into three parcels of 2 acres each and one parcel of 3 acres. I. CONDITIONS OF APPROVAL: lu .ii l• � •I 1. Measures shall be taken to control fugitive dust emissions from all road, driveway.and other civil construction associated with residential development. Measures may include site and road watering and/or use of other acceptable soil palliatives. Questions regarding fugitive dust control may be directed to the Butte County Air Quality Management District at phone number (530) 891-2882. Prior to recordation of the Final Map, submit an improvement plan with respect to fugitive dust and air pollution to the Butte County Air Quality Management District for review and determination of approval. Said plan shall include measures to control fugitive dust emissions from all road, driveway and other civil construction associated with residential development, including the construction of dwelling units. Measures determined to be acceptable by the Air Quality Management District shall be implemented during all development activities on the site. A copy of the approved plan shall be submitted to the Public Works Department and the Department of Development Services, Building Division, prior to recordation of the Final Map. (Mitigation Measure) 2. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet which states: "Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." (Mitigation Measure) 3. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet which states: "Development impact fee for Sheriffs facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code, prior to issuance of building permits. The fee amount will be determined and calculated as of the date of application for the building permit." (Mitigation Measure) 4. Place a note on a separate document which is to be recorded concurrently with the map or on an additional map sheet stating: "A development impact fee for school facilities shall be paid prior to issuance of building permits. The fee amount will be determined and calculated as of the date of application for the building permits." 5. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. 0 Butte County Development Services ■ Agenda Report ■ Page 1 0 6. In lieu of hydrant installation, payment may be made into the California Water Company. hydrant fund at a cost of $1.72 per lineal foot of street frontage. The estimated fee amount is $1,945.32. 7. Prior to, or concurrently with the recordation of the Parcel Map, provide a fully executed road maintenance agreement on the County approved form. 8. Provide street name signs per requirements of the Department of Public Works prior to recordation of the Parcel Map. Street names shall be approved by the County Address Coordinator prior to the recordation of the Parcel Mai. �W i4c Nu r Tk e� LANs: Yen �9/f/a0 9. Obtain an encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. 10. Design and construct a cul-de-sac in Street A to County standards as specified in the County Improvement Standards. The cul-de-sac shall be placed on the Parcel Map. 11. All access rights shall be reserved by deed, per County Ordinance, and offered for dedication and depicted on the Parcel Map. 12. The developer shall provide all necessary traffic safety signs including stop signs. A note shall be placed on a separate document which is to be recorded concurrently with the map or on an additional map sheet of the Parcel Map stating: "No public entity shall be responsible for the maintenance of the stop sign. In accordance with Civil Code Section 845,. maintenance of the road, including the stop sign shall be shared by those properties with a legal interest in the private right-of-way or easement." 13. Pay the recording fees then in effect for recording the Parcel Maps and related documents. 14. Deed to Butte County, in fee simple, 30 feet of right-of-way from the centerline of Stanley Avenue. The right-of-way shall be sufficient for the installation of standard No. S-5 at all street intersections. 15. Provide two-way traversable access to each parcel from a County maintained road or from a state highway. Improve parcel frontage and access road to parcel being divided to County Standard RS -8 LD -III. Submit road and drainage plans to the Department of Public Works for plan checking and approval prior to construction. 16. Prior to the recordation of the Parcel Map, obtain an encroachment permit and construct a standard road approach, in accordance with County Improvement Standards. Adequate sight distance at the intersection of access road and Stanley Avenue shall be provided. 17. Show on the additional map sheet of the Parcel Map a 50 -foot building setback from the centerline of all roads. 0 Butte County Development Services 0 Agenda Report 0 Page 2 0 -18. Prior to the recordation of the Parcel Map a plan for a permanent solution for drainage shall be submitted to and approved by the Department of Public Works. The drainage plans shall specify how drainage waters shall be detained on site and/or conveyed to the nearest natural or publicly maintained drainage channel or facility and shall provide that there shall be no increase in the peak flow runoff to said channel or facility. 19. Show all easements of record on the Parcel Map. 20. Prior to or concurrently with the recordation of the Parcel Map, pay in full any and all delinquent, current and estimated taxes and assessments as specified in Article 8, of Chapter 4 of Division 2 of Title 7, of the California Government Code commencing with Section 66492. 21. Dedicate a one foot "no access strip" or relinquish abutters rights to Butte County, along the Stanley Avenue frontage of Parcels 1 and 2, except at approved access points. 22. Identify on the additional map sheet a 100 -foot leachfield and storm drainage trench free setback from each existing well within 100 feet of the property boundaries. 23. Identify on the additional map sheet a 100 -foot leachfield setback from the highwater line of the creek on Parcels 3 and 4. 24. Prior to recordation of the Parcel Map provide a letter or other documentation from the California Water Service Company stating that they are willing and able to supply domestic water to Parcels 1, 2, 3, and 4. 25. Place a note on the additional map sheet that states "Development of Parcels 1, 2, 3, and 4 will require connection to a public water supply". II. NOTATION A. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. ■ Butte County Development Services 0 Agenda Report ■ Page 3 0 hc�,i Ic(rv� -nd)k:) e. Wanes r"_"` uJi I �� ` +•COUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.7541 (Rev. 12/96) APPLICATION AND PERMIT �O-/��ERIwT N0 A..el�0a PA11r,'eL M11�� 3 - 3 - d $b '0N/0 BUILDING PERMIT �5 rawcorw SO. FT. OCC. + 95 BUILOINa VALUATION o �777=,-b, QdaalaoC�93 2 �Z4 u. ooNrMcrocrs Rest Tsus�.o►K b oo•RwneTOR� tarn AooRrn /� i� _ u► r r-1 �D �, ca►oors WARM Hookas Fireplace Total Valuation ARCHMMr 04 040040 uta se N0. Flinn Fee AACWZCr OR OOMM'S HALM ADDAW Permit Fee Plan Checking F _ waow�oA00Ras Energy Plan Chi cc cores. s wove PAWEL ww PLUMBING USEOFSTR TUBE Each Trap Solar or heat pum SF O Duplex O Mobilehome A Other Water piping —Each ns water hi TYPE OF WORKGas piping system New O Addition O Remodel O LIdnes O tion O Other Building newer Describe Work: d lb,6JAcry Mobile Home RECEIPT # 302Z I ( / J2?�—� PERMIT FEE $ 3 U� •$S �Gc-� C� SRA $ �T SHR $ CSA 87 $ CUA $ TUA $ REC $ OTHER: TOTAL $ 3(42..R5 S t ting Fee S S PERMIT FEE $ PERMIT i water heater %ter or vent 1 - 5 outlets mag tee 20.00 7.00 23.00 15.00 5 , 15.00 , /N 15.00 s, y 15.00 i'S100 @20.00 Filing Fee 20.00 23.00 48.00,q&.0-0 3.St 07.01 Ex. Occup. ounrr OiR FWMES PERMIT FEE ELECTRICAL PERMIT Main Service =oR cElEN 23.00 200A OR SB Main Service ( 200A To c000A ►ew COMT. OA ADDRS. Owt1LM0 occuP. A ger r ne mag tee 20.00 7.00 23.00 15.00 5 , 15.00 , /N 15.00 s, y 15.00 i'S100 @20.00 Filing Fee 20.00 23.00 48.00,q&.0-0 3.St 07.01 Ex. Occup. ounrr OiR FWMES a i.00 MAS .so Ex. Occup. °A es�o. eA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 1 20.00 Cooling 5.0'0 5•e0 Hood 8.50 %.Sf7 PERMIT FEt S ®� Mobile Home Installation Fee S Energy Inspection fee S (D. bb RD` CONT' M TOTAL FEES _ K4Z 0. P' w►' 70 OOP ARC PO ►o esus This permit is hereby Issued under thi epp ble provisions of the Butte County Code and/or=Resolutions to do work Indicated above for which fees have been pald • By Date PERMIT EXPIRES ON rDrn1 ��+, 4�,.'t'y"'i ;•Y'S.. ,yam cr'I II,X+• ^'!Ffit�iM+' ••�(y � a%^"ft:7Ks. :rdw, r- - ly� COUNTY OF BUTTE - DEPARTMENTO DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-754.1 PERMIT APPLICATION DATA SHEET OWNER: •%YA,� �CnC��,, , ASSESSORPARCEL NUMBER: �����(�-(��� Proposed Building Use: , "moo ' " Building Inspector: e nQ, a ate: st -� At time of permit application, I w advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. 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 priol to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. ------------------------------------------------------ 1:17. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------- k\\' --------------------- 1-18. -------------------- ❑ 8. Hazardous Material Form.---------------------------------------------------------- =- --------------------------- El 9. Manufactured Home data and installation igghuctions including Tie Down Specific ations.------------------ 9 -0 ees of $ 3--- ---j---------------------------------------------------------------- -bl l.Impact fees as shown on the attached schedule. � __�►�, _ /-�------------------ ❑ 12. California Department of Forestry plan approval/fees.------------------------------------ ❑ 13. Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval_ Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from ��ee C•{}�7� of Bi�Qs - - -- ---------------- ,_., / � L(,.�O.e 1".Qh 2!�� �U7P.11 i n y lL%� i f' 0 . Planning approval for (A) Us (B) Parking: -------------- -----------. 78 Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. T -T-- =S)- --- 0. 'Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on - ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------- 7----------------- ❑23.Owner-Budder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24 tter of signature authorization. ------------------------------ ----------------------------------------- --------- rded copy of Agricultural Acknowledgment Statement. ----------------------------------------- 26.Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. Other: (Date) Whp you issue the permit, process as follows ❑ Mail to owner, ❑ ail to contractor. eTelephone goy- 5 5q and hold for pickup office. ❑ Deliver with inspector. S'7YL vc 7= f2,ew /Applicant: Date: 7 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air PollutioiV D Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D By: 1. Index permit application for the above items numbered: 10 j I ( ❑ 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 rdata b�y ❑ phone, ❑ mail, 13 Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. - Note transfer by: Date: / VP11mv 1 r%nu - 1 IPnarFTT of Af 1 n ,P\)Pll1T1Yl + COra.,nun T],,:1.7:.:,. 7�:......L .. &JJ NA� COUNTY OF BU TE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROViLLEJ&C IFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE L.1�1. BUILDING PERMIT FEES 1115alance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $ C0 13 .q5 - Revised Plan Checking Fee ....... $ t 44 SCHOOL DISTRICT FEES =� C (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ......... 1 x $360.00 = $ 3 6-A. CD Units Commercial (sq.ft.)... . x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ . #Units ' Amt. A. P. #139-3_Jb-086 DATE 8 ' -) _,� &J RECEIPT # DATE REC Commercial (sq. ft.) .. x =$ Sq. Ft. Amt. 44 , i RECREATION DISTRICT FEES (paid at District Office), CLz__ 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Baftalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be -paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT '' ( DATE f7' Pursuant to Government Code Sec on 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) �., COUNTY OF BU TE;. - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION F' 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT' OF�UES OWNERqkC1u-� SIC, CA ,. o PROPOSED -BUILDING USE ,-s t t.(1c�-� �(J6-t' DATE Lj.,( tp'� 4 r - ,. `,."+ V f �, • o 1. BUILDING PERMIT FEES Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2... SCHOOL DISTRICT FEES C- (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ �_ x $360.00 = $-ip Cb f Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. RECEIPT ft DATE REC 'ffA4L°JRBAN/W1A FEES (paid at Building Division) Residential (per unit) . x , n. - $ .n Amt. Commercial (sq.ft.) .. x =$ TTM c0 Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid4t DDi striG�O:ffic -C 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7.,,SRA FIRE INSPECTION AND PLAN CHECK $89:00 (paid at Building Division) f� f 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) t �4 b 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. The's'e-Ffees rliay be/Qanged,-:dpring,t- nth �a c- . _J process. APPLICANT Z�PrP 1 Ja ATEILI 1-7 ... Pursuant to Government Code Section 66020, you are hereby notified That f�ems 2,3,4,5,6,8,9, an 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;-BrldingiDiv. 2nd Copy - Applicant 3rd Copy - Owner �yv 'C I Ub (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card In a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be __available on the job site. 039-37-0-380 00-1864 SAGE, MEL & KARIN - WALNUT TREE LANE, DURHAM CONTR: UNKNOWN PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE J INSPFCTnn Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY ................. (nf..ocmalfion.:,;:.>:>4.-Ir;;:IhsP•:>:::; Oroville - 7 Counly Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 00-1864 -SAGE, WALNUT -TpEE.LANE, UNY NOTES RESIDENTIAL 039-37-0-380 00-1864 PERMIT N0. - SAGE, -MEL &.KARIN------ - WALNUT TREE LANE, DURHAM 4 CONTR: UNKNOWN BOOL SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J = OK 0 = Not OK = Not Applicable • = Not Ready • MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Health Department Approval 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance 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 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.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carport; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral p Yes O No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card 6-1 40. Sits Proper Materials & Anchors Comments at Final: 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-Rffr. 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 T -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. I nfiltratio n -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ] Yes ] No/Walks J Yes :1 No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 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 6-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MIT 0. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-37-0-080 ZONING BUILDING PERMIT OWNER MEL & KARIN SAGE (805) TEa1CNb895 SQ. Fr' OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 1744 SANTA RITA RD., ATASCADERO, 93423-2998 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS WALNUT TREE LANE, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. 79 SUBDNISIONSNAME STANLEY PARK PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL HOUSE/AUNT MINNIE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DETACHED POOL HOUSE / AUNT MINNIE Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 6.0.0A OR LENS 23.00 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 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TOLICENSED 46.00 NEW CONST. DWEWNG WG OCCU CUP. OR ADONS. & ACC. BLOB. SO 3.5¢FT, .0N.HEGSID MULTI._=... @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup CUTLET OR FIXTURES 20 @ I'00 BAL o •50 FIXI Ex. Occup. OUTLETS 0� 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 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' compensafio6 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 orthwith comply with those provisions. :7111K 1"el- 6**, F ,�¢ X to�GC, � Date 2- � " 0 Signature of 04plicant - ❑ Owner 17 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee 1 $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ, I D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE 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. Date Date Receipt No. 302217 / $342.85// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT . "t , .. 1: _, H r v�-�„A.t'r..-..!, v"1-.s�Yv...•r-, ... .1.. -.-....._ r .. ..�Sr-.a.�. '�•�.4MK'41'V,n. �ti. •�.. �-ti. t�k.n�-•r J% -1,.'r!„` .' .. - r. f.. 1"�'4_sy u:, • COVNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION „•., 7 County Center Drive OrtSville, California 95965 •Telephone (530) 538-7541 P IT NO. �.� (Rev. 12/96) APPLICATION AND PERMIT n ASSESSOR PARCEL NUMBER 039-37-0-080 ZONING BUILDINGPERMIT OWNER ';` MEL & KARIN SAGE (805) T401°—U895 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1744 SA RM -RD.' , ��2 ' CONTRACTOR'S NAME T�iq*TO�j[r nT1�j(� UNKNOWN lU'1 �1 j� TELEPHONE ` CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ BUILDING ADDRESS WALNUT TREE LANE, DURHAM Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. -791 SUBDIVISIONS NAME STANLEY PARR F' PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ` SF ❑ Duplex ❑ Mobilehome ❑ Other POOL HOUSE/AUNT MINNIE <e SPECIFY Each Trap 7.00 ` Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 - TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DETACHED POOL HOUSE / ANNT MINNIE Describe Work: Gas piping s stein 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee : 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty *of (perju ry. 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the tabor 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. 6 ACC. BUDS. so 3.5QFT_ T. NON -ID. MULTI.OUTcu,LET @7,50 OWER APPARATUS d SINGLE OUTLET CIR. Ex. Occu OUTLET OR FD(TUREs 20 Q 1.00 sAL @ .so ' Ex. Occup. OUTUTIEETSR� °ER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling{ Hood `'6.50 Ventilation 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 X)orthwithcomply with those provisions. --Dk rdEL 5�`4,r f _,,,, eeet c, Ct G Date ' 7^00 _ Signature of Applicant - ❑ Owner [I Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or" Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 4! _ ate)" ReceiptNo. 302217 / $342.85// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD;APPLICANT 1 f i COUNTY OF BUTTE - DEPARTMENT.OF. DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, • Ordville, California 95965 • Telephone (530) 538-7541 P RMIT No. ' (Rev. 12/96) APPLICATIONAND PERMIT I ASSESSOR PARCEL NUMBER 03937,-0-080 oM Z°"'"° BUILDING PERMIT OWNER f'- MEL & KARIN SAGE (805) T j °-U895 SQ. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS IT� 1744 SWA R.RD,1= A3193CAMO 93423-2998 j - CONTRACTOR'S NAME - UNKFN0WNN j(j TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER fFireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•0() Permit Fee $ ARCHRECT OR ENGINEERS MAILING ADDRESS - •' Plan Checking Fee $ BUILDING ADDRESS WALNUT ,REE LANES DURHAM WALNUT 1 j1, jII�IL+ U Ener Plan Checking Fee Energy g $ $ PERMIT FEE S LOT NO. 79 `j SUBDNISION•S NAME STANLEY PARK r PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POM HOUSE/AUNT MINNIE , SPECIFY Each Trap 1 7.00 Solar or heat pump water heater # 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED POOL HOUSE / AUNT MINNIE Gas piping s stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ r " ELECTRICAL PERMIT Fling Fee '20-00 00V OR LESS Main Service 2..AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason .WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the -performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. TO tOooA Main Service 200ADWELLING 46.00 NEW CONST. DFILINO OCCUP. OR ADDNS. a Acc. BLD S. S° 3.5¢FT. ptp" N.pa,D! MULTI.OUTLET @7,50 OWER APPARATUS a Ps NGLE OUTLET CIR. EX. Occup. OUTLET OR FD TURES eAL O I 00 0 Ex. Occup. pUTELETS pE�G,p,OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 4 Hood 6.50 Ventilation 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.) 1 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 orthwith comply with those provisions. -4-04 r "4 15#44r //' A X t 0exlel fflo'/ Date 7! ` " d Signature of App ant - ❑ 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 Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ HA2. p, FEES IMP I FLOOD I CDF PARCEL PD HDL This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. $342,85//PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD;ApPLICANT PAP v 'c -• -yrs fi.:•--.tin .�,..,e,�:..',,...r..:�r-.��L-� •�'.: .-s.. .!+.�, i.,-.r'�..t �+�--•t ....... �.. ... _..v .-- - A r C. NTNY OF BUTTE - DEPARTMENT. QF.DEVELO 'MENT SERVICES - BUILDING DIVISION 7 County Center Drive' • Oroville, California 95965 • Telephone (530) 538-7541 WO(Rev.12/96) APPLICATION AND PERMIT 3n37n080 "` ASSESSOR PARCEL NUMBER 039-37/--0"080 ZONING BUILDINGPERMIT OWNER - ; tom. & XARIN SAGE (805) `Ai1/AJ T�"f-b8q$ YF7 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS I%� Cl a RVA_M. �(„(j �j ' CONTRACTOR'S NAME U1�KNOfll1 TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 1 Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS WA= 'TREE Lam, DURHAM Energy Plan Checking Fee $ PERMIT FEE $ / LAT NO. 79 SUBDIVISIONS NAME STANLEy PARK PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE M II:OUSE/AUNT AtTNNIE SF 11 Duplex; ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Cl Addition ❑ ReftGo lel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1?ETA' HEA POOL HOUSE /,AUNT MINNIE Gas piping s stemt - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 4 ELECTRICAL PERMIT Fling Fee 20.06 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.POWER License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �f I, as owner of the property, am exclusively contracting with licensed contractors, to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION �I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 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 t 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. ':I-oA #W, 15*4pC X ,1+'`tf..rt oft"( !JA,0At*f_ Date -7" C'L) Signature of Applicant ❑ Owner ❑' Contractor ❑ Agent �- An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ��- Main Service TO 46.00'so. NEW CONST. DWEWNG OCCUP. SO DWE200ALLING CC OR ADDNS. ( a ACC, BLDS. 3.50FT. N RES DT MULTI.OUNE TLET @7.50 APPARATUS a SINGLE OUTLET CIR. �� EX. OCCU OUTLET OR FDA)URES a20 @ I.00 . 0 Ex. Occup. OuxT D Aa o.°,R,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating CoolingP e Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOODCDF PARCEL PD HD ISSUE 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. � Date k (Date)} * Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' e r -y."9l*':.i,;:y�,*��a�c �•a�.Fta+�{�^a�usc�.u�'iV`��.:c�aaTsa^�saa.ea+!"��'7r�'ar.7r.. �.,.:, ..��.: �..,,r..� 039-370=080 01-2774 SAGE; MELVIN 1768 WALNUT TREE, CHICO CONT: EXECUTIVE HOMES MHI a 11 n N / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r� C +/y ZONING BUILDING PERMIT OWNER J SIP— TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS (yy CONTRACTOR'S NAME'S{ }}�� TELEPHONE CONTRACTORS MAILING ADDRESS C1111CO T3 73 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ I BUILDING ADDRESS ! � T ,->•r � , {.[,� j ,' i M - in! Energy Plan Checking Fee $ $ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 ;f USEOFSTRUCTURE SF ❑ Duplex ❑• Mobilehome y Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �`��� f' %. ��*? . r 1(l t I.(f(( ( k 11, , IT ' i G Y t`.P �^ (,I- , l ti ) . �l0 :%iII Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.*o,' OR IESS 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. G OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier (2 1- te Policy Number 11, 4 3Z y ,ni (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. .: X Tom`' ,, I �I ; 1. Date t! 1 i r a Signature of Applicant - ❑ Owner Q Contractor O Agent ' An OSHA permit is required for excavAicns over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service TO i000A 46.00 NEW CONST. DWwNo Occup. 3.5Qso. OR ADpESDNS. ( :L FT. MULTICOu�TLS. Npµ,p. @7.50 OWER APPARATUS 8 PSINGLE OUTLET CIR. Ex. OCCU OUTLET OR Fix URES B20 ® I,SQ Ex. Occup. ounEDTs A=.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. 'b. FEES, IMP FLOOD cpF PARCEL i PD HD ISSUE 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. Date 1 Recei tNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date 80D 039-370 U� - ^+ r •.a-�..+--------^ww.+--..�-.-�^rr•+.F.+--'„+".......'►.:.�ti,'vr+t.-+.+ti�•�.^•-.^""-"x..+'-.-..'+I^'1^..r�—"-'-}"r`y�.,.C'^„'�'+..ti� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 9965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 1'2/96) APPLICATION AND PERMIT o -27741 ASSESSOR PARCEL NUMBER 039-370-088 ZONING BUILDING PERMIT OWNER MELVIN SAGE TELEPHONE 332-9711 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 1768 WALNUT TREE LN, CHICO CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE 891-6992 CONTRACTORS MAILING ADDRESS 3049 ESPLANADE, CHICO 99973 CONSTRUCTION LENDER JFireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ BUILDING ADDRESS 17A8 WAINUT TREE IN CHICO Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X 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 K Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 013 '(00 x L�©, M 0-Y) Lt-(ay :Q,t.t't2 k0 mie Sof+ Qt i ,�[) . h 0 �� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./� ' `'- I, License Class C�{-r% Lic. No. UG f OS'� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance cqq�(rier and policy number are: Carrier Q-� F-t.�.V�dL LVtS. . Policy Number I k4 45.-31 -] X — Q I (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pro v'sions. X Date b f Signature ot App' ant - ❑ Owner Contractor ❑ Agent An OSHA permit i required for excava Ions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW &r OCCUP. OR ADDNS. DW: ACC. BLD S. SO 3.50FT. NEW HEOSID T.MULT.' CRR UTITS @7.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL @ 1.00 50 Ex. Occup. oFIXUTELE°TSA RENS) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 143.00 HAZ. FEES IMP - X1 FLOOD X CDF - PARCEL X PD X HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicat a for hich fees have been paid. By Date PERMIT EXPIRES ON l% 20 Date Receipt No. 336784/$143.00 3 c WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK - INSPECTOR GOLDENROD -APPLICANT wuly I r VI- !3u 1 I E - VEPAH`IMEW OF DEVELOPMENT SERVICES - BUILDING. DIVISION . 7 County Center Drive ° Oroville, ., --- California 95965 Telephone (530) 538-7541 PER IT No. (Rev. 12/96) 1 I`D2 APPLICATION AND PERMIT AS sEsr�! R PARCEL NUMBER ZONNG --Q 'a -,SR —' BUILDING PERMIT OWNER TCLiPf10Ne Q _ 9-111SO. FT. OCC. BUILDING VALUATION OWNER'S MAJUNG AD�99 • �. °k . CONTRACT :s NAME TE LONE CONTRACT S MAJV G ORE _I _ ;_ _ _ 1 n I , `— � . CONSTRUMON LENDER 0 LENDER'S wuuNG ADDRESS ARCHRECT OR ENGINEER ARCHITECT OR ENGINEERS MAUNO ADDRESS BUILDING ADDRESS 1 , . w � LAT No. sUBDM9 DNS NAME PMC A \.+ USEOFSTRUCTURE SF ❑ Duplex ❑ Mobllehome Other ePECIFr TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ �-1 Describe Work: VY) .UT L ,f/ Y U /ll YYNn In I,L-4 ,. 1A, Fireplace PERMIT FEE t ELECTRICAL PERMIT -'--- ------ - ! I i i ,. Total Valuation E Filing Fee $ NON•RESID. Permit Fee E Ex. Occup. nXED A ( OR OUTLETS RESID.) EA REST Plan Checking Fee E Misc. Wiring Energy Plan Checking Fee E • S PERMIT FEE S PLUMBING PERMIT Filing Fee 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 Buildin sewer 15.00 Mobile Home S G W @20.00 "PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $_ ie, CZ '"RECEIPT NVMBER336-9 * TO EE PVT INTO COMPUTER 20.00 20.00 ig Fee 20.00 23.00 46.00 o 3.5¢FT. @7.50 5.00 23.00 20.00 23.00 PERMIT FEE I t I MECHANICAL PERMIT Filing Fee 20.00 1 Heatina I I 1--I 13.50 Ventilation PERMIT FEP- $ Mobile Home Installation Fee E Energy Inspection Fee $ I oc� �N�T. rPE T AL FEES HAZ. F-90 I CDF Ip EU I , ,IDSUE 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 ELECTRICAL PERMIT -'--- ------ - ! I i i ,. Main Service 800v OR LESS 200A OR LESS Main Service "*A TO IOWA NEW CONST• DWELLING OCCUP. OR ADDNS. A ACC, BLAS. NUUMT.MULTI-OUTLET NON•RESID. POWERAPCIRCUITS PARATUS A SINGLE OIRLET CI, Ex. Occup. OUTLET OR FOCTURES Ex. Occup. nXED A ( OR OUTLETS RESID.) EA REST Temporary Service Mobile Home Facilities Misc. Wiring "PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED $_ ie, CZ '"RECEIPT NVMBER336-9 * TO EE PVT INTO COMPUTER 20.00 20.00 ig Fee 20.00 23.00 46.00 o 3.5¢FT. @7.50 5.00 23.00 20.00 23.00 PERMIT FEE I t I MECHANICAL PERMIT Filing Fee 20.00 1 Heatina I I 1--I 13.50 Ventilation PERMIT FEP- $ Mobile Home Installation Fee E Energy Inspection Fee $ I oc� �N�T. rPE T AL FEES HAZ. F-90 I CDF Ip EU I , ,IDSUE 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, CAI✓IFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATASHEET OWNER:/` ASSESSOR PARCE UMBER: ���� ! 6 -6-90 Proposed Building Use: Building Inspector: Date: ZQ ' q`Q� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted............................................................................ .. lj� 2. Plot plans,. 3/4 sets, signed by the preparer of plans. .1y ... } �j. .. Vve- subWti Ne ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design. Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form.................................................................................................................... (j 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. Ll10. Fees of $ ,.. ..................................TP U C G I'1 /v-229-01 [V11. Impact Fees as shown on the attached schedule ........ ..L°.�'IQ(1�.... ........... ❑ 12. California Department of Forestry Plan Approval/Fees...................................................................... ❑ 13. Flood Elevation Certificate.................................................................................................................. ❑ 14. Sanitation and Plot Plan Approval Environmental Health Department.......... ❑ 15. City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ...................................................... ❑ 17. Planning Approval for (A) Use: (302- (B) Parking: ........... ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, egal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, (j Mailed to Owner) ............................................. ❑ 24. Letter of Signature Authorization........................................................................................................ C❑i15. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. '�6. Letter of Intent on Building Use/Detached Accessory Building Form ................................................ qe-f7. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other .................... When you issue the permit, process as follows: Ll Mail to Owner, LI -Mail to Contractor. Telephone 2 r 1 ' 6e?C19. and hold for pickup at �' ffice. ❑ Deliver with Inspector. Applicant: Date: /49 `2 -F -Q Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other Date: By: 1. Index permit Application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by: ❑ phone, ❑ mail, ❑ 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 Divisio counter, By: Date: Plans reviewed by: Date: �1 `✓ •01 Plans reviewed by: �� Date:�L Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services - Building Division ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ ` / ' 2. --Revised Plan Checking Fee.........n...................... $ SCHOOL DISTRICT FEES lv 9)' 3. (paid at District Office) SHERIFF FEESaid at Building Division (P g )— Residential .................................... � t 00, � 360, x $360.00 — $ Units Commercial (sq. ft.) ....................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. A.P. # O.3 0 -/02 - DATE -/02- DATE RECEIPT # DATE REC. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES (_0 F �'��f'ro 0d2 t 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. 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 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 1 f COUNTY OF. BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEXALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due .............................................. I......... $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ S 2. --Revised Plan Checking Fee ................................. SCHOOL DISTRICT FEES CL C'o $ 93. (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... . x$360.00= 00 $ � ` Units ' A.R.11 # o3 (' 31(i —10 z DATE RECEIPT # DATE REC. V6. L) e C�_ w� Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt._Z , 5. RECREATION DISTRICT FEES C �Ce xl\ / 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Di vision) 7. 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 At time of permit application, I was advised the above fees are,requi'red to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ) r APPLICANT DATE r Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4,-5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or e from th&&osition of the abovmen`U'�ti, d � e1 <v items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner ;� (Rev. 6/00) � yid'"+. iA ?'r.F„ • .. J. COUNTY OF BUTTE rr DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 r SCHEDULE OF FEES DUE OWNER. � r�'.Q. - A.P. # O ! o —lo z PROPOSED BUILDING USE ��',yld`,`:.'U?,'�'P�, r'wtx.'(// DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ ` --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ i _�Z2. SCHOOL DISTRICT FEES 1, Wit. (paid at District Office) 3. SHERIFF FEES (paid at Building Division) ';1, "e�rrr //,, 00 Residential .................................... x $360.00 = $ CUV i i( Units ' Commercial (sq. ft.) ...................... — x $0.03 = $ Sq. ft. 4. URBAN AREA FEES . - Residential ............................ x = $ , # Units Amt. • Y Commercial (Sq. ft.) ............. x = $ - /% Sq. ft. Amt. , . avJ �f 5. RECREATION DISTRICT FEES `- -t'�--( (© 6. THERMALITO DRAINAGE DISTRICT FEES , • $510.00 (paid at Building Division) 7. 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 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. 1' APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified tharitems 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or fromithe imposition of the above mentiorJ ed items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). 'Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner ? (Rev. 6/00) .y , ..•.r.� r� .. � `,- ..,k. �..... `�,.. �. � w ��.r,...►-.....1r,.•„1�r+.Y `fir 'iT1' �v.-1�t` �a»-�w.r}r?...r �rt.J;,,M�•v� q. tti„!-r ,,•.�z„wr..,y �,_..,..._ ... BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT � q 2 Assessor Parcel Number (s) %A / Property Owner 'Project Location/Address Subdivision Lot Number(s) - Residential Development: (check one) New Development _Alteration/Addition Xmobilehome(s) _Non -Residential to Residential l Total Number of Dwelling Units � LOD A.!W.rw..R...A u,,�a.r1i, • � J • :.*.....p.y.yr, viii..,.,,�,.•...:.Si'<y::+Ih;�fy4re.�rN'. ':�r„i.�i.. H ..t�++•!+M` �w�?w47M-; �wFk11F".`.i'•w..s.".7�,n.'�j'a+.»�rr.�q-•��1Ewa......Af .w,,,Snu� { ,�,,.y, comment: L SR v•{uk it -.7 ;i.•`�..inR.9'.+l : hn x Building Department Repris ntative Date Chico Area Recreation and Park District(dARD) certifies that k enc tTivc t/o P (Applicant Name) (Phone Number) 30 V x (Street Address) LLL> C/ 9x973 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution.No. 90-140 by payment for dwelling units @ $1,189 for`total-.payment of $ CARD Representative r Date PAID BY CHECK NO. REMARKS: EY . C,� • (�.-•fit � G c� F� (, �--�cL.�. BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. "n. I t r < t 1 ..}T•, .,-„,,..I.-r,,.,, h w-a�'�.:.-�++r ;..r�- .... ,,... ”-tt.�%:" `,��r"'p::�°'•1.='h" ..�.,,,.ir...,j,: jt1.r�:'s, BUTTE COUNTY SCHOOLS IMPACf FEE CERTIFICATION FORM 6 (One form per Building) School District' / (� r l (�( J !" Building Department No. A.P. Number Jurisdiction: ��Jurisdiction: City ©County Property Owner Property Location/Address �„P/�Q �t=yo�y l� n ; Subdivision 6 dLot No. ................................................................................................. Residential De,�elopmenf /�" Sq. Footage 1 No of Livings Mo`tijl"orl' !- Addition/ *Supplemental to (Group R) Units Instta��ll5tion Conversion Permit # o '(No foundation inspection): Commercial/industrial 0 Addition Building Department Sq. Footage (Including Exterior Roofed Areas) DateDate District Identification No. School District certifies that - (Applicant) A rV0 (Street Address) (City) has complied with the requirements of Resolution No. representing 0 square feet. School Distract Representative Paid by -Check # Remarks: !.Is (Phone Number) (State) (Zip Code) by payment of $ JJAEl 2926 $ FULL MITIGATION $ 4/, Date (z 9),10,M / /��r Notice: You may protest the`imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition sof 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 r �T E � :���`�'�T,,,ri?'4�'�''7rizy?'�.S:�F`+�'.•\3t��•'6",'?4.it'.,':•^. •>�771�ST`X47'.T."iyzp�TRT.�d�'cNV`,ve..u�mT'iwmr5,r.•...�+rr....-.-�.T,._., E.H. USE y ti Plot Plan Attached 'Boor Plan AttaeA T C ' 3ont to S.� TO:`-.6uilding Oepartmerit ! FROM;" Environmental Health,� d� SUBJECT: Sanitation Clearance /O Owner Location # Plan Approved for: Sewage Disposal L/ Water Supply: Public ✓ Private Well Clearance for dwelling. Other Finalj,clearance O.K. for: _ r P .4 r` t maw Environmental Health. Specialist ' . ' • Date 8/9.6:3 :. i�.�^cCllf3ic^s�iC.'�L+h - .� _ . ;'�a. W._�f�7��"( J.• ra� _ t J .i • T ��'il.�Ss..l��:r •' .i�r•��'a��..w.,..a•.C�w - i1..Y' � ���ku._�o. y— �rc.�._.. ..... Nw-19-01 01:38P FILE No. 21b II/'UJ "U1 Nil VJ L25 1U'.tAtlUllvt rt LZt rHA-UOV 001 01 00 h 9ui 75 • i Si s yu ya C/},vMiA)15TXAn� VIkas count MvIi goo j (711 lee pyy P- yx:�, Environmental Health N 0 V 1 9 2001 -- �-� Chico P.01 r 0 NOTES Lc/ RESIDENTIAL ` 039-370-'M 162-6'1-2773— 2— 1-2773SAGE; PERMI( SAGE;MELVIN 1768 WALNUT TREE, CHICO CONT: EXECUTIVE HOMES t' MHU r, I Rj • 1 SPECIAL CONDITIONS - CHECKED �`--------�--_ �- BY • j SRA 's FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS ' SUB-STANDARD HOUSING LETTER t FFtCE Cp Address Py GAS Meter E3 • l ELE Meter C@ Rte Date 1 � • I Date JOB FINALED ( V i Signatur ✓ = OK 1. 0 = Not OK 2. - =Plot Applicable MOBILE HOMES • = Not Ready 4. Date MOBILIE.WME UTILITIES (Plans) OK except #'s 5. on' Requirements -Setbacks -Easements 6. Special MH Support Sketch tr—Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) le icity; Location-Clearances-Grnd /Amp -Concrete as; Location -Test -Wrap;-/ i /' L 'H. ' / at. or/ /Vft./ L,06G Clearance & Disconnect Utility Clearance 44 Date Card B-1 Date Card B-1 Date Card -B-1,,,- Date Card B-1 Date MOBILE H E•INSTALLATION (Plans) OK except #'s Line 4!Ele c' ; MH Test -Crossovers -Breakers -Clearances r ' ; MM -Test- Fall- Flex Connector MH Test -Regulator -Connector Water and Sewer Connected -C/O to Grade -HD Approval 8. Gad Electricity Tagged Tie Dwn's-Type-Installation Cen. 1 xtts; 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 FGOwn Mir 'q �AP13G3�5� NU�sc �3 03 7,/ k, Lj�-t 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. Frmq.; 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (FFI.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Insild./Drive 'J Yes ] No/Walks 7 Yes O No/Planters :1 Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Comments at Final: 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 -Mach. 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 (FFI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive 'J Yes ] No/Walks 7 Yes O No/Planters :1 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i r : CONTRACTOR'S VERIFICATION I certify that I have installed the Gusguard Engineered Tie Down System (SPA No. ETS 112C). I have made no modifications to the tie down system or to the building structure. t Company Name:: Executive Homes, Contractors License # 640583 ..k Date: go ItIou O 4 I.Signature: 00, ,.r .'Z, Date/j__ REV 10/92 -y� - COUNTY OF BUTTE r{ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Chico, • CA • (530) 891-2751-° 7 County Center Drive • Oroville, CA • (530) 538-7541 1' ,.. -CORRECTION NOTICE• ==. OWNER PERMIT NO A routine inspection indicates that the following violations of butte countyOrdinances 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; this :,, please contact office immediately. .'Z, Date/j__ REV 10/92 -y� u''�"'a�i;+r�s,+ie.2�lraf�,�-rX.:.6o- .+�+d;:�: �-."•..e't✓Eti":.. -a�.wa �'+ee,.-�•e+��5�"�" '}.� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES . yj 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ..x • —'Y. CORRECTION NOTICE • r SLfi 77� OWNER PERMIT NO. '4. 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, 7 please contact this office immediately. l a v/z2G' `�C L L� w /� k 10 k --J/ oe . t //lig 'L1, 'MV191,- 5726t?� d 62L?Y9&Z6 �>r1 -w� i. R � „ ww f .E ei aj :Y •, 32` t. Dated -39- V ( Inspector / REV 10/92 �.,.-,,.-.�.•`...���-..-ti�.-.-.-........----•vw.-�-�"��.,,r--.�-.�1-.-�-'w�•.'w._.+.�.�.✓�.,,-...-..-Tr..n.-..rr,.i+�.,.,-r���^^-.-a.�w�.�.,r �..+"� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovi Ile, California 95965 • Telephone (530) 538-7541 PERMIT NO. — 01-2773 (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 039-370-@M- ZONING SR -1 BUILDING PERMIT OWNER MELVIN SAGE TELEPHONE 332-9711 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 1768 WALNUT TREE LN CHICO 95928 CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE 891-6992 CONTRACTORS MAKING ADDRESS 3042 ESPLANADE CHCIQ 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 43,00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Newx Addition ❑ Remodel ❑ Utilities ❑ Installation ClOther ❑ Describe Work: T,V,4 ��S y)17�7 ��Vi lei 11 60 Ca Cie m'cl —h-OIM , Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home Q @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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 f II force and effect. , j License Class Lic. No. l I ®,s 93 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' ompensatio�surance carrier and policy number are: Carrier (t Fun �vxs, Policy Number n ti'5--'15:1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f"hwith co m ly with those provisions. 1 i0 `O X Date _ 1 0 Signature o Applicant - caner Con actor [3 Agent An OSHA permit is requir d for excavat ons over 5'0" deep and demolition or construction of structures over 3 storie in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADOHS. ( a ACC. BLDCS s0 3.50FT. RES. MULTI.OLmET @7.50 _= POWER APPARATUS a sINOLF OUTLEr OUTLET OR FD(TUREs Ex. Occup. ES Bay p':w FIXED AFPLNS. OR 5.00 Ex. Occup. ounEis RESID. E0. Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAz. — D PEES IMP — FLOOD CDF — PARCEL PD HD ISSUE This permit is hereby issued under of the Butte Coun Code and/or indi a above fo which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 1117011 Date . 7-- Date ReceiptNo. 336783/$166.00 WAITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT k VU141 r Ur- tw 1 1 E - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive • Y Oroville, California 95965 •Telephone (530) 538-7541 PERMIT NO. (ReV.12/96) ' 10� APPLICATION AND PERMIT _ 61. a`T-7� ASSESBORPAACELNUMOM zD"�_ BUILDING PERMIT OWNEA , TctMl"roNe SO. FT.. OCC. BUILDING VALUATION OWNER��MAIUNO„AQORe98 1 Zs I //��OO__�C(i � C� h�l C► O � coNralcTOR'a NAMe ( I 1 .e, ,,,..,, CONSTRUCTION LENOEA V c� LENDER'S MWUNO ADORES ARCNRECT OR ENOINEEn LICENSE NO. 1� AACH"CT OR ENOWEERS MAIUNO ADDRESS hi o W BUBDM91DN5 NAME ' -s _� PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex O Mobllehome K Other -- ePeesv TYPE OF WORK New ❑ Addition ❑ Remodel O Utirrtiea ❑ InstapaUon ❑ Other ❑ 'PERMIT FEE PAID SRA ' - SHERIFF OTHER AM©VNT RECEIVED "RECEIPT NVMBER TO BE PUT INTO COMPUTER Fire lace PERMIT FEE t 'U. 4j: ELECTRICAL PERMIT Filing Fee Total Valuatin– — Main Service 000v OR LESS 200A OR LESS 23.00 Main Service 200A To I—A 46.00 - W Filing Fee E 20.00 Permit Fee $ Plan Checking Fee Energy Plan Checking Fee S E �� EX. OCCU OUTI ET OR FaTVREs BAL 1.00 I PERMIT FEE S 75 PLUMBING PERMIT Fling Fee 20.00 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— 5.00Buildin Building sewer Mobile Home( 15.00 @20.00 — PERMIT FEE t 'U. 4j: ELECTRICAL PERMIT Filing Fee 20.00 — Main Service 000v OR LESS 200A OR LESS 23.00 Main Service 200A To I—A 46.00 - W NEW CONST, OWELU.p OCCUR SO OR ADDNS. A ACC, BLDS. 3.5QR: N MULTI -OUTLET NON-RESID.@7.50 POWER MPARAT U9 6 SWOLE OVTLET C1, EX. OCCU OUTI ET OR FaTVREs BAL 1.00 I EX. OCCU FIXEO APPLM. OR OUTLETS RESID. EA 5.00 1 Temporary Service 23.00 I Mobile Home Facilities 2 /� V0.00 L-0 , Misc. Wiring 23.00 PERMIT FEE t to MECHANICAL PERMIT Fling Fee 20.00 Heating MOO 6.50 Ventilation PERMIT FES : Mobile Home Installation Fee $ Energy Inspection Fee E I occ CONST. TYPE TOT L FEES j r^ I �Z 0. FEES nA00 CD Q SUE 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 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,'CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET /� �e 1 o'Zm OWNER ASSESSOR PARC NUMBER: ( ,3q n - � O -0-W Proposed Building Use: M &0 Building Inspector: - Date: //I -9!Y-6I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑11'' 1. All items have been submitted . ............................................................................................................ 2. Plot plans,. 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... ❑ 6. Energy Design Compliance and supporting documentation................................................................ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings...................................................................... ❑ 8. Hazardous Material Form...............................:.................................................................................... ❑ 9. Manufactured Home Data and Installation Instructions including Tie Down Specifications .............. . Fees of $.......................................................................................................... t 11. Impact Fees as shown on the attached schedule.................................................................................. . California Department of Forestry Plan Approval/Fees...................................................................... , " Flood Elevation Certificate....................^.................................................................................. ...... F U1,154. Sanitation and Plot Plan Approval- h I,06 Environmental Health Department ��?ii1.'.l � 1CV_ ❑ 15. City of Chico Plumbing Permit............................................................................................................ ❑ 1 . Plot Plan and Business License Approval from the City of Biggs ....................................................... 17. Planning Approval for (A) Use: a1� (B) Parkin "� �l 9 { ❑ 18. Contact Land Development about Ll Improvements, Ll Drainage, tLgal Parcel ........................... 11% F19. Encroachment Permit for Driveway (construction approval prior t ccupancy) ............................... bb ``20. Pre -Inspection for required. Request to Building Inspector ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.............................................................................. +27. Owner-Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. Letter of Signature Authorization..................................................i ....... .,.........f'� Recorded Copy of Agricultural Acknowledgment Statement.... G{1.r�:::: '�f��....Llr'1....`#''.1.e Letter of Intent on Building Use/Detached Accessory Building Form ................................................ Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... r-1 'In ntha, When you issue the permit, process as follows: ❑ Mail to Owner, ❑ Mail to Contractor. (Date) nit ❑ Telephone and hold for pickup at office. Deliver with Inspector. r Applicant: Date: /4 0 Copy of Haz-Mat form sent LlHealth Department, LlFire Department, A' Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ 1. Index permit Application for the above items numbered: — 2. Additional items required: Date: By: ❑ Plan Check List 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 a/d�v*sed of the above required data by: Ll phone, ❑ mail, ❑ Building Divi ion counter, By: Date: Plans reviewed by: r ' `ny Date: ' 13' Plans reviewed by: Date: 1•' La O 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Yellow Copy - Department of Development Services - Building Division Date: FL 258.5 FT QO2° 1�71e�VIN �/�C loo LL r LEECHFIELD AS PER BUTTE CO HEALTH DEPT 12- I -- LL. C4 ai b- 4NK HPPR©VEU sumr a 2 AC FLOT PLAN SCALE a 1"=30 9 FL 258.5 FT EDGE OF STANLEY RD, CHICO, (DURHAM), CA. 10 FT TO CENT LINE OF - WALNUT TREE LN DRIVEWAY I 200 AMP SERVICE PANEL LL_ t z 1~ � u- µ��oy%ovk- Lu Pr o� Z"b \`O 0, O L N - � •.��:AP n . »fir •t• �: .i�i','t:�iSil,} • 1 s Ir d