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HomeMy WebLinkAbout060-110-091Lu Y } U m 'U 060-110-091 02-0367 DEEN, ROBERT �1,41a BIGGER'SLN.,BuTfEM CONI': BRUCE COUNTS NSI' 06,00 - 110 -0 ql 0 ,o3�A 060-I10-091 ' DEEN, RO13ER-f a 1c{'ja-131GGER'S I.N.,13UTTE MEADO CONT: BRUCE COUNTSINA EI) GARAGE A�I0)% 06,00 - 110 -0 ql 0 NOTES RESIDENTIAL 6g. v3� s - 060-1 10-091 ` 06 ROBERT v�L GGER'S I_N�BUTTE-M-EA-DOWN BRUCE COUNTSE .y [Al P � . SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS i SUB -STANDARD HOUSING LETTER r a 6 /c- 14Plwly JOB FINALED (Date) l Signature ,% = OK - 0 K0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except tf's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 1. 3. Sewer; Location -Test -Fall -C/O -Concrete 2. 4. Water; Location -Test -Easement Needed (Sketch) 3. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 4. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 5. 7. Well Clearance & Disconnect 6. 8. Utility Clearance 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 Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except p's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector Date 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 MISCEL S Date DECKS, COVERS, C GARAGES P OK except 8's equire a ac s- asements Footings; Soils -Size -Depth -Spacing -Connectors -Steel r 3. Deck rders 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. C ds; Windows -Doors g.; Sills-Anchors-Studs-Rttrs-Trusses Si g; Nailing -Veneer -Stucco -Mesh gpt✓hthg-Roofing ' i]..�C L) Wall Panels Date Card B-1 DA / Card B-1 Date Card B-1." ' . Date Card B-1 Date FINAL (Plans) OK except tf'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 I )AS v,A/0,j I J -r l/ � / = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Fig. -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 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Smoke Detector 17. Water Htr.; Vent -Access -Combustion Air Baffle Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 18. Water Pipe; Test & Anchor -Nail Protection Bedroom Exiting 19. D.W.V.; Test Fittings & Anchor -Nail Protection G.F.I. & Bath Fixtures & Tub Access -Spa 20. Shower Pan; Test, First Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 21. Test Tub & Shower, Second Floor -Tub Access Stairs & Rails 22. Gas Pipe; Sixe & Anchors Fireplace or Stove, Clearance -Hearth 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 23. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 24. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 25. Size Boxes & No. of Conductors Stapled Plb., Elec. & Mech. Equip. Listed for Location 26. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral C) Yes Q No Clearance Looked under Floor Q Yes 31. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 32. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 33. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 34. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 35. A.C. Ducts Insulation & Support Corrections from Previous Inspections 36. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 37. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Energy Compliance Certificate -Other Certificates 39. Attic Access & Platform if Furnace in Attic Address Posted Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Comments at Final: FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access, Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iItration-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 Q Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from 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 8-1 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 (530) 538-7541/gMIT O. (Rev.12/96) APPLICATION AND PERMIT 11 ASSESSOR PARCEL NUMBER ZONING 060-110-091 714-5 BUILDING PERMIT TELEPHONE DW�OBERT DEELV cel 717-0076 SQ. FT. OCC. BUILDING VALUATION 620 11 n-oo OWNER'S MAILING ADDRESS 423 R 22 842.00 CONTRACTOR'S NAME TELEPHONE BRUCE GOUT rS coNT�jczo� """ICOIUNG NTFROCK WAY GOLD RIVER CA 95670 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 34 002.00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 317.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 206,00 Lol mop ss BIGGERS LN. BUTTE MEADOWS 1 Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ 566.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 4 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Yl Describe Work: DETACHED GARAGE. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $108.00 ELECTRICAL PERMIT Fling Fee 20.00 8000"UE 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 i II force and effect. i �.` License Class C) Lic. No. 1 i I 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 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' laws of California, and agree that if I should become subject to thert(a7E� workers' compensation rovisions of section 3700 of the Labor Code, I shall 7forthwithith thos provisions. Date - Li Signature of Applicant - Owner XContractor ❑ 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. DWELLING OCCUP. SO OR ADDNS. ( a ACC. S.3.50sF, NON-REOS1. NST,CIROUTLETITS 97,50 POWER APPARATUS a SINGLE OUTLET CIR. 20 @ 1.00 OUTLET OR FIXTURES Ex. Occu BAL p ,50 Ex. Occup. ouTLEEDrs R=6.) EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 56.50 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation 4.50 PERMIT FEE 1 $ 54.50 Mobile Home I stallation Fee I $ Energy Inspe 'on Fee 1$46,00 occ O AL FEE $ 831 - &D.Cl FV?k- CDF PARC PD D ISscompensation This permit is h y issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date �� 0 C%3 Date ReceiptNo. 3257 296.33 j WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT R GOLDENROD -APPLICANT v� i Nim:.•.» . . w`.rv,.. •. .... y,,.. 4Y) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION aM7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: \ ASSESSOR PARCEL NUMBER 0(D U - ) 10 v 1 G Proposed Building Use: , `'"' )Counter Technician: Date: Items required in order to albly o a ermit.11 boxes MUST be checked OR mar ed NA in order to apply. L. Plot plans, 3 or 4 sets, signed by the preparer of the plans. "2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. e3. 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. Nom, 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. 0�T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be ind and returned to the plan review line-up when required items are received,f /o� ante e"ived B 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate....0� `4 L��i,,ed 9. Pjpt plan and business license approval from the City of Biggs .................................... V1 etter of intent for non-residential buildings. 4 ....................................................... 1. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other r Re aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings .................................. ..y, �16. Sanitation and plot plan approval from the Environmental Health Department in v • G 1-1. City of Chico Plumbing permit �........................................... p.'....: California Department of Forestry plan approval ❑ paid. Sent by: 0E)Z... ... 9,19. Planning approval for (A) Use: O k (B)Parking: hl ' rr(14AL ❑ 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 G and hold for pickup. I have tizen formed of the above Applicant: nd requirements for obtaining a building permit. \-OZ 1. Index permit application for the above items numbered: ( / `�Z ( ,i6/ Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou�ntt)er, by _Date: Date: Plans reviewed by: Date: Plans approved by: /�— Dater Structural reviewed by: Date: Structural approved by-./'" a Date: / ) Note transfer by: Date: Yellow: Building Division e TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H.USE Q v1 PW Plan Attached Row, Plan A ed f x �enII to S.D. Owner Location AP# Plan Approved for: Sewage Disposal Vater Supply: Public Private Well Clearance for dwelling. Other Environmental Health Specialist Date 8/96 • 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. �-^ ` A.P. # PROPOSED BUILDING USE �_ �� i DATE6. d "` DRECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ..........:............................:............:... $ �S3 �•3 S' �� �� --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2.. SCHOOL DISTRICT FEES 1 (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x =$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) JeIA, SRA FIRE INSPECTION AND PLAN CHECK 34_3Q 6rl P•a I.6 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE DC ) $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be ch g ring 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) Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner:,, �� �.� Phone: Mailing Address ohc_ 1 n Site Address: ��,� T.rS f y� . ����t� (� 1 �,a�c, 11, i� Assessor's Parcel Number: O (,U -- 11 C) 91 Zone: I 1 - Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yesb N❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No9 3. Will items produced in this building be offered for sale? Yes El -No 4. Will the public have access to this building? Yes ❑ No 0- 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑�N3 SITE 6. CONDITIONS: Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ o 9. Will the proposed structure encroach within any recorded easement? Yes ❑ o L -j_ CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling?Xes� No 11. Will this building be heated or cooled? Yes ❑ No a 12. Will this building have a water closet/toilet? Yes -Q. No ❑ 13. Will this building have a sink? Yes a No ❑ 14. Will this building have a water heater? Y'esQ, No ❑ 15. i What type of floor covering will the building have? ' (Lc r i�r11 16. What type ofwall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirel o en. 4. JaResidential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. WuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑. Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy 2 ❑ Other — Use = I. Describe type oC Worlahop 2. Must be approved by the Butte County Planning Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question numberbeforethe explanation. 9Le Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: Please Print Rc Zc L • �t C A -,,O Owner's Signature: Date: ZI 1 /0 —2- 2 of 2 Bi 1.1: Ma i n $ A c. 02 Npw GAR14�6 ENVIRONMENTAL HEALTI ll-"- II _ =do .,,�.A- TMo��ras � ltrsm�al Rip ios (R -V") caul CHICO, CALIFORNIA Sind Nems __AIN* INN* tmM►FN7� I�r�� ,� �d11■M ���r Coni■doesro%.�irw�IMt �� idd~d�ia�tp■rev�a�sbnetrsoW��l�■�a�111�rr1■ms�tvM� - . L- 6-so -6.so vb-11 rgmhm� _ — 6.S MMKOORINNEEM P IiiMon 11:111" fOUNDAUMWALL MMl,rlvl Bod HM jdm 7hwniaill�rielrios � J limos „N 7ftoiftld Mian �l19 emNd INwr 7�t�1 Rwi� lbwad rdobWom �u�■ony �e nae�a an � Le��ow ar oompl�i� M U L 0 1ra m -- (C- CD L/ NT 7108. t. NOITES, RESIDENTIAL Z3 —7 060-1 10-09,1;�O�2 F:�!k T DItENROBIERI 7M_ RIGGER'S 'T* CONT:_B'k0,(EcbUNTS' LNSF-:- V vi Aff I. V/ .n _686 �? ��y�Addressesc) &kq' �o GAS Meter By Date ELECTRIC Meter By OFFICE S ; ,-- :., " / . . `-Address GAS SRA Meter. B IV__- UA. Datp, _1_31�0 E. FLOOD G ELECTRIC •- Meter By Date FIRE SPF SPECIAL INSPECTION ITEMS OFFICE COPY . r Addr&'� ss2- GAS' Meter By-----:-, Date ELECTRIC Meter By Date f _Z_�f 0K _-1 Ile pa"'t p V" c9 67 40 ILI JOB FINALED (Dat6).: ©G3 Signature V= OK 0 Not OK - = Not Applicable Not Ready = MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-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 r ./ = OK 0 =Not OK = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Un oor(Ptans) OK except #'s ni etbacks-Easements-Flood-Slot tg., Main; Soils-Elec. Grnd.-/ P' Ftg 3. F c. rnd.-/ P' Ftg. Depth tg-p�,rches & Decks; Soils -Steel-/ P' Ftg. Depth f+ -ff- stemwal ain; steel-t3locKouts-wrapped -OZem alis, age; Steel-Blockouts-Wrapped 6 owns and Special Anchors _,*�769166, Steel -Wrapped Date FRAMING (Continued) 4 a s -Post Caps -Anchors -Connectors ' 47 ng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. F' place Ties or Type A Flue -Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Fire Protection Framing P perty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection P,ywood on Roof Overhang -Attic Vents -Ratter Outriggers Siding -Nailing Veneer Ecco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58' GI g Area -Glass Protection- lights -Plastic `aZq-Cft Shear Walls; Nailing- d 60. Bsece Interior/Exterior Wall Pane n I/ 62. Infiltration-Wa 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 -§pa 68. Elec. Trim & Subpanel, Breaker Siz4s & 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 9. ,D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Guard Rails & Deck Construction -Post Caps 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 11. Water Pipe; Test -Anchors -Regulator -Service Test Clearance Looked under Floor O Yes 12. Electric Underground Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 13. Plenums & Ducts; Clearance -Material -Support -Ins. Stucco Brown -Finish 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies A.C. Unit Disconnect, Electrical -Plumbing 15. Access & Ventilation Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 16. Insulation Water Well, Disconnect, Electrical, Plumbing 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LUMBING (Permit) OK except #'s Corrections from Previous Inspections 1 ter Htr.; Vent -Access -Combustion Air Baffle Gas Test -Meters Tagged, Gas -Electric 1 ter Pipe; Test & Anchor -Nail Protection Water & Sewer Connected -C/O to Grade -HD Approval 1 . D.W.V.; Test Fittings & Anchor -Nail Protection Energy Compliance Certificate -Other Certificates ---Per-Shower Pan; Test, First Floor -Tub Access 94. 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date U Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 yrtt're & Transformer Clearance -Ins. Protection 2 EI . Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water „?9!1'A_ppliance Circuits in Kitchen & Conductor Size GFI 29. Subieed Wire Size rP / gaAWor AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle /ft / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral O Yes O No 3 S,ervice-Riser Conductors & Ground Main Disconnect 3 Equip. Clearances Panels-Motors-Mech. Equip. 33/Elothes Closet Light -Shower Light -Spa Light 34ASmoke Detector Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35 C. Ducts Insulation & Support 3. Vet Fan, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Date Q Card B-1 ✓ Date Card B-1 Card B-1 Date Card B-1 Date fRAMING (Permit) OK except #'s 40 lis Proper Materials & Anchors 4 alls Studs -Nailing Spacing & Braces -Plates -Sound 4f Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 4. K. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 4 a s -Post Caps -Anchors -Connectors ' 47 ng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. F' place Ties or Type A Flue -Fireplace Throat Clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Fire Protection Framing P perty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection P,ywood on Roof Overhang -Attic Vents -Ratter Outriggers Siding -Nailing Veneer Ecco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58' GI g Area -Glass Protection- lights -Plastic `aZq-Cft Shear Walls; Nailing- d 60. Bsece Interior/Exterior Wall Pane n I/ 62. Infiltration-Wa 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 -§pa 68. Elec. Trim & Subpanel, Breaker Siz4s & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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: �, . .-�.... T-t..-"'r"-'+ar+t+Y•'^-v'"'-• •-•.•--�eR,v M�'Y�as�iiim.�.�-.yea,r,�Pd:,awe,.*.-,.p,•-p.�ry,,.-,r..,pg„r..{„1�.,� COUNTY OF BUTTE '4 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 >, -30 - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the t above address and should be corrected. Please notice this office when correction of work is 63; completed. If you have any questions pertaining to this matter, or need additional explanation, 'r, please contact this office immediately. I Date ('� -6-3 Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE RMITMIT NO. (Rev.12/96) APPLICATION AND PERMIT ©a &7 ASer SSORPARCEL NUMBER ZONING 1L"i BUILDING PERMIT OWNER ROBERT DEM TELEPHONE SO. FT. OCC. BUILDING VALUATION 2292 R 18-00 . OWNER'S MAILING ADDRESS 3782 STONEGATE.CT., LOONIS CA 95650 784 C 10P192.00 CONTRACTOR'S NAME BRUCE COUNTS 91_� TELEPHONE21O _804_4821 0 1;470.00 0011829 MAILINGSS WAY RIVER CA 95670 CONSTRUCTION LENDER Fireplace 10 2 3000.00 LENDER'S MAILING ADDRESS Total Valuation $ 13708 0.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 772.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL ING BIGGERS IN. BUTTE W"WS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1317.50 IAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap q 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New It Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.00 15,00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 141-00 ELECTRICAL PERMIT Filing 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 isII force and effect. jj License Class � Lic. No. b O `� 1 ci 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation -31of one hundred dollars ($100) or less.) -1I 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'-KAZ 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 comp)'th those provisions. X �1` Date Z. - y 7 Signat re of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO tOOOA 46.00 NEW CONST. DWa LUNG OCCUP. SO OR ADDNS. ( ACC. BNnS. 3.52Fr: 80.00 rroµaoMULTI- ESIDD. OUTLET CIRCUITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES BAL @ ,50 Ex. Occup. Dui ES D,oE R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 123.00 MECHANICAL PERMIT Filing Fee 20.00 Heating 99.00 Cooling 25.00 Hood 6.50 6.50 Ventilation 2 4.5 PERMIT FEE s 85.50 Mobile Home Installation Fee $ Energy Inspection Fe9 1$ 46.00 occ R3 CONST. TYPE /'TOTAL FEE $ 715.0 'may D IMP D CDF p HD su This permit is hereby issued under of the Butte County Code' and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. / D a D to ` 03 IDate Receipt No. 343257 $571.00 75:.�I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDEN ROD -APPLICANT i o� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR SSOR PARCEL NUMBObo- v� Proposed Building Use: I�J�-� \ Counter Technician: Date:y Items required in order to apply for a permit. All boxes MUST be checked OR (aked NA in order to apply. Z" 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 12'*'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. IA 4. Engineered truss details and layouts in duplicate. No faxes! -Ef' 5. Energy compliance design and supporting documentation in duplicate. Ac 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. r 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=dp when required items.are received. , Date Received By 8. Flood Elevation Certificate, wet -stamped and signed,' in duplicate."' ❑ 9. Plot plan and business license approval from the .City of Biggs ..............:..................... ❑ 1 P, Letter of intent for non-residential buildings......................................................... TWI. Detached Accessory Building Form filled out by the owner ........................................ �� G ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other R maining items needed tCisue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 5. Statement of Intent for Non -heated and A/C Buildings ................................... ....... /16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 7. City of Chico Plumbing permit .................................................. 'ANI California Department of Forestry plan approval ❑ paid. Sent by: O V19. Planning approval for (A) Use: O K, (B)Parking: (C) Parcel Check: e20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ,tA21. 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) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... • �� G� ❑ 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 and hold for pickup. I have beenAdQrmed of the above items Applicant: re(quiir e ts;fQr obtaining a building permit. /' rate• �_�� �� 1. Index permit application for the above items numbered:1 2. Additional items required Contractor, designer, owner, was advised of 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: LE Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ counter by Date: Plans approved by: Date:_ _Structural approved by: Date: Yellow: 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. `�!� A.P. # `✓VjV' �' CR.. PROPOSED BUII DING USE DATE 0 I. BUILDING PERMIT FEES RECEIPT # DATE REC. � S )� �• � --Balance Due ........................................................ $-4ft �J --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................ $ 4f_2�.SCHOOL DISTRICT FEES (paid at District Office) C4��3_ SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... 4. URBAN AREA FEES Residential ............................ Sq. ft. x $360.00 = $ a O 3W - x $0.03=$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) �. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ss' 343 ' S- «- o-. 3y32s 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) BUTTE, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Pre<S� Building Department No. A.P. Number (Q(} - /�Q r-- O (l Jurisdiction: City County Property Owner T le Property Location/Address IE3 / PI.Gmo La, /yi o . -k LU6 V / l ao. I -IA ) Subdivision Lot No. :.......................................................... ..................................... Residential Development Sq. Footage Nob Living Mobile Home Addition/ Supplemental to j (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................ Commercial/Industrial New Addition Building Department Sq. Footage (Including Exterior Roofed Areas) Date Irioor rians reviewea oy 5cnooi uistnct rersonneq School District certifies that _ (ppl a t (State) has complied with the requirements.of Resolution No. square feet. Representative Paid by Check # ; Remarks: (Phone Number) by payment of $ AB 2926 $ FULL MITIGATION $ ,,yy Date V 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 660201x), 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 (budding department), Pink (school district) feeformAs (10/98)dmm N AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 IIII "III"��'II'II"II'I'I'II'I'� 002-0009985 Recorded Official Records I REC FEE' 1.00 1 CONFORM Cou�TEOf .00 I CANDACE J. GRUBBS I ROSEMARYrDID(SON I Assistant I Cheryl 10:39AM 28 -Feb -2002 1 Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real DrODerty Situate in the County of Butte, State of California, described as follows:. _ PARCEL I. - LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, •BIGGERS GLEN SUBDIVISION" WHICH MAP 'gAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEIMER 30, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 51 THRU 58. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTS IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED OCTOBER 1, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-425461 BUTTE COUNTY, CALIFORNIA;.ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO iiITF_ THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#c 060-110-091-000 -��= Date'1_r3 j -o Z PROP OWNE State of California County of P LA �yy On I-Lr''1, -?-& , - 2 before me, personally appeared � d� NL_', L— . `� PersoneW lmowo tome (or proved to me on the basis of satisfactory evidence) to be the per'sonXwhose naml(#�is/argsubscribed to the within instrument and acknowledged to me that he/shg/tbe executed the same in MAir/Meir authorized ca acity�, and that by hisiher/the`Ir signatur�e(s� on the instrument, the person�sJ or the entity upon behalf of which the person acted, executed the instrument. WITNESS and official seal Signa re r;;tz TIMOTHY D. CHUBB Commieelon # 1243597 = Notary Public = California Pieces County A.P. # MYCumm. NW25,2003 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 .COPY of Document Recorded "28 -Feb -2002 2002-0009985 Has not beencompared vith- original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real Dronerty situate in the County of Butte, State of California, described as follows:. PARCEL Y - LOT 8, AS SHOWN ON. THAT CERTAIN MAP ==,LED, °RIGGERS ,GLEN SUBDIVISION" .WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEIMER 30, 1993, IN BOOK 130 OF MAPS, AT PAGE(S) 51 THRV 58. THIS DEED IS MADE AND ACCEPTED UPON THE COVENAbiTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT 'CERTAIN DECLARATION. OF RESTRICTIONS RECORDED OCTOBER '1, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-42546, BUTTE. COUNTY, CALIFORNIA;. ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE Tz=TO i?ITP- THE SAME FORCE AND EFFECT AS THOUGH FULLY.SET FORTH HEREIN AT LENGTH AND GRANTERS 'BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY .AND AGREE TO THE TERMS OF SAID DECLARATION. AP#t 060-110-091-000 Date -z-► i 3 I _0 Z PROP OWNE State of California - ) County of P"� y ) personally appeared :rte NL , L . ,b ` ply, jaianula.me (or proved to me on the basis of satisfactory evidence) to be the persolXwhose namh(�is/arsubscribed to the within instrument and acknowledged to me that helshe/thek executed the same in hisjr/their authorized ca acity Its), and that by his/her/tihc`Ir signaturelN on the instrument, the persoifV or the entity upon behalf of which the perso Xacted, executed the instrument. WTI'NESS and a official seal Signa re cseal: TWOTHY D. CHUBS Commission a# 1243597 01 _-Notary Public - Califomia y Placer County A.P. # 410My C... kelt Nov 25, 2003 _ SITE PLAN RE VIEW APPLICATION ` Date: 2) — AP# Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: ' O tl A �— Owners Name: 1>61✓IJ Owners Address: �3L�2 �! 01J�ffA'T6. CELL- Telephone ELLTelephone No.: Situs Address: (Z;,' (6-U6Q-S (moi . Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building t;,o tL��c. E� AF'PLiFzri U5 IN Other: GOES ► NOUS & &Z- CGL, N 220 V -Vfti ? Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVEL OPAfENT SERVICES INFORMATION (For Staff Use) ❑ Approved J9 Conditionally Approved ❑ Resolve Problems Prior to Approval 2 Site Plan Stamped Approved By `� Date 2— 2.5'- 02 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: * Snov, Load Area: �-4 OBD TO ys'UZ) --�T - ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: /� • Flood Panel No.: 0 O 7 S Index Date: 6 t�3 �$ ❑ Sacramento River Redlamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance [-I Variance --------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit E]Agricultural Acknowledgement Statement Zoning: I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side C) 3 Side Street Rear 0 3 O Height Waterwav N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 U Subdivision .vlay/Parcel L1ai): GX-(_6r3 _SOr3,, Map Date of Recording: 9'30" 93 Lot: Uo Book: 13 O ❑ Use Permitf.vlinor Use Permit Permit Number: Date of Approval: ® Comply with the following Conditions of Approval: s)/meg — Page:. ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended: ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ 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 tilanagement District, a copy of which can be obtained from the Butte County Department of Development Services. Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 V EERED�WOOD SYSTEMS Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collo:.; -,,e mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applica )i�- standards and associated specifications indicated below: ANSI Standard Al 90.1-1992, 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 Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated tirrrbe, members 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. r L ,s ��.•��o �W o a�•.,* J'j � � , � � _ by S EA& � P.) _ Thomas G. Williamsci+ Executive Vice Presdc-!-11 IN �e ENCINEERED WOOD SYSTEMS,, a reieleo Corporacion o1 APA — THE ENG1N@ERED WOOD ASSOGIA710h• 7011 Soum 19111 Streel - P.O. Box 11700- I&COmp„ WA 98411-0700 Telephone: (253) 565-8600 • For Nurnber: (?53) 5657265 LTH *C$WnONOPNWALLAYM. ReP OeAla.. FEB 10 2003 raw komm am N� MIFURNIA /0 FLOOR UMMM FuNMEM bow" owe WML aw NoFmi;m CC, 0 U Arr"y TO 60) d rlddlllk� 90 May 13,2002 County of Butte- FINAL REVIEW w , Jurisdiction Appl. No.: 02-0367 LP2A Job No. 202015-004 Mr. Michael Vieira ' County, of Butte 7 County Center Drive Oroville, CA 95965-3397 f Phone: (530) 538-7541 Fax: (530) 538-2140 , . - } Re: ' Plan Review: ' Deen SFD ' Address: Biggers Lane, Butte Meadows ' r Dear Mr. Vieira: Linhart Petersen'Powers Associates (LP2A) has completed a final review of the following documents: 1. _Plans: Two (2) revised -copies of HOUSE plan sheets 1 through 3, Spec. 1, Spec. 2, D1 and D2, undated, by Theresa Preisinger, AIA. Two.(2) revised copies of GARAGE plan sheets 1, 2, Spec. 1, Spec. 2, D1 and D2, undated, by Theresa Preisinger, AIA. 2. Structural. Calculations: -One. (1) copy dated 12-20-01 (revisions dated 4-22-02) by H. James Oki, PE. - V r 3. Title 24 Energy Compliance Documentation: Two (2) copies dated 2-15-02 by Valley Energy ' Consultants . 4. Geotechnical Report: Not Provided' 5. Truss Calculations: One (1) revised copy of Truss Calculations, dated 5-8-02 by Alpine Engineered Products. , Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to"the 1998 California ,Building, Plumbing, Mechanical, and Electrical Codes (i.e., state -amended 1997 UBC, UMC, and UPC and 1996 NEC).' We do not have any comments regarding this submittal package. This plan review is recommended for approval as submitted. Enclosed ,for your use are the above noted documents that were reviewed, bearing the LP2A plan approval stamps. If you have any questions, please do not hesitate to contact us directly. Sincerely, , LI H RT PET S~ POWERS ASSOCIATES Rogerferso ,SE' Michael Bayless Structural Engineer Plans Examiner i WTR/MB:kb enclosures F:IButte County 0151Butte County 20021202015-004-PCF.doc: LINHART PETERSEN POWERS'ASSOCIATES , LPA Bin tvo 33 1 � A 7610 Auburn Boulevard • Citrus Heights„CA 95610 (916) 725-4200 FAX (916) 725-8242 • Toll Free (877) 235=0653 G A2,4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.S. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Impoitanta Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ::.For Iiisur.ancw-Cbmpanlv.Use�- BUILDING OWNER'S NAME l?alicyNiunber;-:, .;, i BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ' G2�mpanL-NAlGwumbec� . .; SIGG�G�S e.4rn _ - CITY CRATE ZIP CODE Q✓TTS �jt p� WS` 9 s� Li 2 PROPERTY DESCRIPTION (Lot and Block Numbers ax Parcel Number, Legal Desi tion, etc.) nuiwiNtz u5c (e.g., Kesidenttal, Non-residential, Addition, Accessory, eta Use Comments section if necessary.) Cr vili Z A 6_=" LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: PS (Type): ( ##' - 4W - ##.##' or ##. ) NAD 1927 " NAD 1983 SGS Quad Map I—f Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME 83. �TATE C0:7 0�%5 13UTr� `14 84. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLCOO ELEVATION(S) NUMBER O ,NUMBER De � DA EFFECTIVEIREVISED DATE ZONE'S ,) (Zone, yse epth of flooding) 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. (_J FIS Profile � FIRM —J Community Determined J—J Other (Describe): B11. Indicate the elevat16n datum used for the BFE in B9: XNGVD 1929 �) NAVD 1988' �J Other (Describe): B12. Is the building -located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1-1 Yes �_J No 'Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on:JConstruction Drawings' J_JBuilding Under Construction' J_JFinished Construction. 'A new Elevation Certificate ill be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7: If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with EF -E), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE_ Show field measurements and datum conversion calculation. Use the space provided or the Comments area.of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used P31 Does the el ev tion Terence mark used a----= a) Top of bottom floor (inciuding basement or enclosure) i t appear on thg = Yes '�Gj No ❑ b) Top of next higher floor _ f m ❑ c) Bottom of lowest horizontal structural member (V zones only) _ ( ) f via j' ' () r� ❑ d) Attached garage (top of slab) _ ft.m v.: ❑ e machinery and/or equipment Lowest elevation of machin a — ` •� 9 =? j � " a • � ii servicing the building fL(m) U, -. f) Lowest adjacent grade (LAG) / C;, ft(m) g) Highest adjacent grade (HAG) 'Z ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft above adjacent grade S ' ❑ .i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. an)•. SECTION D - SURVEYOR, ENGINEER, OR ARCH11TECT CERTIFIC This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to ctm n+; _._ ; I cstify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data avadaole. I understand "that any false statement may be punishable• by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIERS NAME L, i . 4,612 j1MA � LICENSE NUMBERea L 1,6 a Q YY � PFZUA Firm Al _';1 AI Ir: AQ Csr- RF1/FRCF CU1F F:1R r:f1NTIN1 IATIr1N RFPI Ar.%=S Al I PQ"f11 Lq r-MMr1N.q IMPORTANT: In these spaces, copy the corresponding information from Section A. Fbr•Irisurance!.Cbmpany;Use:::- BUILDING STREET ADDRESS (I cluding Apt., Unityy Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. i.Pblicy�Number.•. ffi ��m+�Jr CITYSTATEC j,IP CODE 1.Pbmpany.:NAIC.Number-: SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany,' and (3) building owner. COMMENTS 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete.ltems E1 through E3. If the Elevation Certificate is intended for use as suppordng information for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of.the building is 1-l-1 ft•(m) 1-1-1in.(cm) 1-1 above or 1-1 below (check one) the highest adjacent grade. E3. For Zone AO only:. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? 1-1 Yes 1-1 No 1-1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1—) A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1-1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 1-1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft:(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I_I Check here if attachments FFMA Frwm R1 'A1 AI Ir. QQ RFPI Ar`FR At I PRFvlrll LC Fnmr1N.Q May 6, 2002 • Count Butte- SECOND,REVIEW risdiction A l. No.:"02-0367 LP2A Job No. 202015.004 'Mr. Michael Vieira �' r County of Butte _> 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Deen SFD Address: Biggers Lane, Butte Meadows Dear Mr. Vieira: Linhart Petersen Powers Associates (LPZA) has completed a second review of the following documents: 1. Plans: One' (1) revised copy of HOUSE plan sheets 1 through 3, Spec. 1, Spec. 2, D1 and D2, undated, by Theresa Preisinger, AIA. One (1) copy of GARAGE plan sheets 1, 2, Spec. 1, Spec. 2, D1 and D2, undated, by Theresa Preisinger, AIA. 2. Structural Calculations: One (1) copy dated 12-20701 (revisions dated 4-22-02) by H., ' James Oki, PE. r r 3. Title 24 Energy Compliance Documentation: One (1) copy dated 8-01 by Valley Energy Consultants. 4. Geotechnical Report: Not Provided 5. Truss Calculations: One (1) copy dated 4-24-02 by Alpine Engineered Products. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC,'UMC, and UPC and 1996 NEC). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clo d. Sincerely, L A T P T N POWERS ASSOCIATES liam (Bill) Odgers, SE Michael Bayless Structural Engin er Plans Examiner WTR/MB:kb enclosures ` FAButte County 0150utte County 20021202015-004-PC2.doc 4 LP -A'Bin No. 33-, LINHART, PETERSEN POWERS ASSOCIATES . . 7610 AuburnBoulevard Citrus Heights XA 95610 a Toll F (916) 725-4200 FAX (916) 725-8242 ree_(877) 235-0653 f r' Deen SFD Only of Butte - Second Review May 6, 2002 ' Page 2 •, - - - i B. 'The following plan review documents .are .based on . the County., of Butte Buildings Regulations. For your convenience, the following comments are referred to the 1998 , California Building Code (i.e., 1997 UBC, et al, as amended by the State of,Califomia) -" ' - unless otherwise noted.. ' C. Please respond in writing to each comment by, marking the attached comment list or creating a response letter. 'indicate which detail, specification, or'calculation shows the r• . . requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. E. Please be sure to , include on the resubmittal the architect's/engineer's "wet' stamp, signature, registration number and expiration date on -all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and - calculations. UBC 106.3.2 F. The following comments numbered per the original list require further response and/or revision. The format includes a restatement of the original comment followed by a` new o - clarified re -check comment in a- separate bolded and italicized paragraph. _ !-STRUCTURAL COMMENTS: - S1. Sheet 4, Roof Framing Plan: E. Please amend"the roof framing plan to show the chimney, and provide details Ff showing how it is connected to the roof. _ Please indicate strap ties (or another similar connection) interconnecting the chimney framing (to which the 4' -thick stone veneer is attached) to the roof - diaphragm. The heavy veneer will deliver a significant load to the roof diaphragm. - S4. Sheet 4, [Framing] Section: B. Please provide details, with supporting structural calculations, for the attachment of the second floor rail overlooking the Living Room. Comment remains outstanding. Please ensure that the rail's connection to y the floor is capable of withstanding the out -of -plane loading defined in UBC Table 16-B, Item 9. . S6. Sheet 3 2, Garage Plans: • _j = A. Please provide a roof framing plan and a second floor framing plan for the Garage., Among other items, the following information is required: 3. Define` locations and extents of balloon -framed walls. Please . amend the Second Floor . Framing 'Plan to deFni ' they requirements and extents of the balloon -framed wall adjacent to the stair well. - n `r f E Deen SFD�. •ounty of Butte Second Review: j May 6, 2002 , r r , .,Page 3 i B' --y Foundation:. - r ry ,- . 2. (New Comment): Please indicate a spread footing below the 4x4 post suppoktirig the header below the stair's top landing. ' `. -• ST '`(New Comment) `.Please amend the submitted .truss calculations to ,consider ~ impact from snow sliding from the upper roof -See UBC 1647,Appendix Chapter 16. The 2x8 rafters at 16"o:c. that were originally shown in the first submittal did appear adequate when subjected to this load: �' If -you ,have any questions ' regarding the above . comments, please contact Bill Rodgers, SE ` (structural) or Mike Bayless.(non-structural) at 916-725-420.0 between 9:00 A.M.-.-and 4:00 P.M., ' [END] ._ ' -• : �+ �'-` ,' .. ' -. ,`•� - '� , . " . " - i '. .tis'` - _ r� � r .•f ' `.. ! a\ f_ ..� ,`. �.. ` 1• ; , ly- — �f Z `t.0 �f,. 1 � •i � � �'"�\\ � lrt. J, .' w1`y 1• i --�' ! �� t � .xy '+ ��5t . `\ ` _� '�, � � 1 r''a t�i LL:' . •� i ,r rC } � �ti' a � `k � t"v °";S f r � � r rr � 1 t --I �' � y —� •� ,C l � /� `• v '+. ! ; Y, .t t,� ��f ; t t�! '� _k+ "+.'1 \.ter j,�;,�,' \, `•f (.+ 4�-�-- April 3, 2002 Re: Building Permit Application for: Robert Deen 3982 Stonegate Ct. Loomis, CA 95650 Dear Mr. Deen: In order to alleviate a current backlog in our plan check process, we recently contracted with an outside firm to provide plan check services for a number of jobs. Please find the enclosed plan check letter from LP2A regarding the above mentioned job and location. There are also a number of comments included in the LP2A plan check letter which are required by the Uniform Codes, but in Butte County are not generally required as part of a plan submittal. These are reviewed during construction inspections by the field inspector. I have lined through the items that we do not need a response for. Please respond to all other items as requested. When you submit your revised plans, please provide separate plans for the garage from those of the house and provide plot plans for the garage plans also. We need complete plans for each permit application. Please direct all re -submittal documents to the Butte County Building Division. Sincerely, ; Zda Simpson Building Inspector III for Michael C. Vieira Manager, Building Inspection post -it® Fax Note 7671 To Co.IDept. phone # Fax # r 1 March 29, 2002 ` Co � of Butte- FIRST REVIEW Jurisdiction Appl. No.: 02-0367 LP2A Job No. 202015-004 Mr. Michael Vieira County of Butte 7 County Center Drive , Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Deen SFD Address: Biggers Lane, Butte Meadows Dear Mr. Vieria: Linhart Petersen Powers Associates (LPZA) has completed a first review of, the following documents: 1. Plans: One (1) copy plan sheets 1 through 4 and D1, undated, by Theresa Preisinger, AIA 2. Structural Calculations: One (1) copy dated 12-20-01 by H. James Oki, PE. 3. Title 24 Energy Compliance Documentation: One (1) copy dated 8-01 by Valley Energy Consultants. ` 4. Geotechnical Report: Not Provided Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only for their conformance to the 1998 California Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1997 UBC, UMC, and UPC and 1996 NEC). Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, ` Structural'Eni WTR/MB:kb enclosures cc: Applicant Rodgers, SE leer 0 RS ASSOCIATES FlButte County 0151Butte County 20021202015-004-PC1.doc �. LPZA Bin No. 33 LINHART PETERSEN POWERS .ASSOCIATES - 7610 Auburn Boulevard`- Citrus Heights, CA 95610 _ �/, (916) 725-4200 FAX (91.6) 725-82.42 Toll Free (877) 235-0653• . _ Deen SFD • •County of Butte - First Review Biggers Ln., Butte Meadows LPIA Job No.: 202015.004 March 29, 2002 Page 2 r A. Provide the following general information on the cover sheet of the plans: Re: Occupancy Group(s): R -3/U-1 Type of Construction: V -N Stories: Two Building Area (sq. ft.): 2117/625 B. The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments are referred to the 1998 California Building Code (i.e., 1997 UBC, et al, as amended by the State of California) unless otherwise noted. C. Please respond in writing to each comment by marking the attached comment list or creating a. response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and - hopefully, approval of this project. Thank you for your assistance. D.: For clarity, specify on cover sheet that the 1997 UBC, UMC, UPC, and .1996 NEC, as amended by State of California and local jurisdiction are applicable to this -project. Sheet 1 E. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans [all sheets of plans depicting' structural designed elements] and cover sheets of specifications and calculations. UBC 106.3.2 ARCHITECTURAL COMMENTS: Al. The code does not allow for a two-story garage (U-1). It appears that the detached garage is a mixed occupancy (R -3/U-1). If this is the case, please show the extent of the occupancy separation, and provide a path of egress for the R-3 occupancy, which doesn't pass through an area of lesser safety (back through the garage.) Sheet 3 UBC 312.1 — 312.2, 1001.1 W A3. A4 A5. A6. Amend the plans for shower and tub/shower walls to specify a smooth, hard, nonabsorbent surface (e.g., ceramic tile) over a moisture resistant underlayment (e.g., w.r. gyp) to a height of 70 inches above the drain inlet. Sheet 1, 3, UBC 807.1.3 . Please specify the dimensions of all windows at the second floor (specify French Doors). Sheet 1 Specify a method of providing a vapor barrier at the exterior walls. (Climate Zones 14 & 16) Sheet 4, D1, UBC 1402.1 Specify an 18 inch minimum clearance from the earth to the bottoms of the floor joists. Sheet 4, UBC 2306.3 Locate an 18 inch x 24 inch crawl space access on the floor and/or -foundation plan. Sheet 1, UBC 2306.3 - Deen SFD • • County of Butte - First Review Biggers Ln., Butte Meadows LPIA Job No.: 202015.004 March 29, 2002 Page 3 A7. Provide details of construction for the masonry fireplace and chimney. Specify the anchorage. Also, provide the listing number/model/manufacturer for the wood stove.. Sheet 1, UBC 3102.3 & 3102.4 A8. Amend the plans to specify that the chimney terminates a minimum of two feet above any part of the building or roof within 10 feet. Sheet 2, UBC. Table 31-B MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: A9. Show location of the water heater(s). Specify the seismic anchorage of the water heater to include anchors or straps at points within the upper and lower one-third of its vertical dimension, the lower anchor/strap located to maintain a minimum distance of 4 inches above the controls. Sheet 1, UPC 510.5 A10. Amend the plans to specify that shower and tub -shower combinations shall be provided with individual control valves of the pressure balance or the thermostatic mixing valve type. Sheet 1, UPC SECTION 420.0 A11. Locate an electrical service panel on the plans and show the,amperage size. Sheet 1 Al2. Locate electrical subpanel(s) on floor plan(s). Panels shall not be located in -the vicinity of easily ignitable material(s) such as clothes closets. Sheet 1, 3, NEC 240-24d T-24 ENERGY COMPLIANCE COMMENTS: A13. Provide complete Title 24 energy calculations for the habitable area above the garage* (which were not included with initial submittal and, thus, not yet reviewed) and be sure to permanently affix fully filled -out and signed forms CF -1 R and MF -1 R (mandatory features ' checklist) directly on the plans. A14. Specify the required insulation on the plans in building sections, wall sections, details, etc. Sheet 4 A15. There appears to be a discrepancy between the glazing shown on the plans and that represented in the energy calculations. The total footage of glazing per side doesn't match- up and it appears as if the orientations are not corresponding with, the layout as shown on the site plan. Please clarify/amend. Sheet 1 - A16. .-Amendthe p the kitehen In - 150(k) 1 and 2 Amend the nlan_ s with regard to liohtinq as follows: - A. Ge�er�1-lighfing in kitchens must provide sufficient light for basic tas sv provide 'a teniform -patCrn of -illumination Ali ht in the corner of tlie-'kitchen," �. —� or not, will no longer meet the requiremen . of for the - general kit - e the ` en rances to the kitchen. - = ' Deen $FD Biggers Ln., Butte Meadows March 29, 2002 • `County of Butte - First Review LPZA Job No.: 202015.004 r Page 4 B. Bathroom lighting requireme is reiqdh-efflciency a high -efficiency. light source in each room with a shower or bathtu . Afixture in the toilet room alone NOTE: An alternative to the bz (1) a high -efficiency lamp in a lights permanently mounted tq1 must have either high-efficiey(c) STRUCTURAL COMMENTS: S1. Sheet 4, Roof Framing Plan: i lighting is to install both of the following: room, laundry room or garage and (b) all ;terior of the residence for outdoor lighting or equipped with a motion sensor. A. Provide details, with supporting structural calculations, showing the method of constructing the Calif. -fill roof. The ridge element and the valley nailer connection require analysis. B. Amend the calculations for the roof rafters (J-1) and Beams B1 and B2 to consider snow accumulations in the valleys. UBC 1641.3. C. Please provide a section detail through the exterior wall at the Master Bedroom Deck showing diaphragm shear transfer requirements. D. Provide a section detail showing the connection common to roof Beams B3 and B5. Show how the two beams share the same post. E. Please amend the roof framing plan to show the chimney, and provide details showing how it is connected to the roof. F. Provide connection details for the various beams and posts over the Master Bedroom Deck. Also provide a section detail showing construction of the gable end wall at the M. Bedroom Deck. G. Clearly identify all roof diaphragm chord / collector elements (those elements receiving diaphragm boundary fastening) and their respective splices / connections. Supporting structural calculations are required for these elements. Additional information required includes, but is not necessarily limited to, the following: (See calculation pages 27 and 33 for Grid and Line references) 1. The aspect ratios of the shear walls in Line A exceed the 3%2:1 limitation of UBC Table 23 -II -G. Unless longer shear panels are provided, the roof . ' diaphragm over the Living Room must be taken in rotation about Line B. . Provide chord/collector ties along Lines 1 and 2, crossing Line B. . � r 2. Roof Beam B2 will. serve as a diaphragm chord/collector element. Provide a tie along Line B, crossing Line 2, interconnecting this beam with adjacent ` shear panels. 3. • The roof diaphragm over the Master Bedroom Deck is apparently taken in - rotation about Line 3. Provide diaphragm chord/collector ties along Lines B Deen SFD . Biggers Ln., Butte Meadows March 29, 2002 County of Butte - First Review LPzA Job No.: 202015.004 Page 5 and C, crossing Line 3, connecting the 6x14 headers to adjacent shear . panels. 4. Provide a top plate splice detail. Reference UBC 1633.2.6 and 2315.5.2. Connection details associated with these ties must be detailed on the drawings per UBC 1633.2.3. H. Include notation indicating that the Building Official will be provided certificates of conformance for the glulam beams. S2. Sheet 4, Second Floor, Low Roof and Deck Framing Plans: A. Please amend the plan to show the chimney in the Living Room open space. B. Clearly identify all floor diaphragm chord / collector elements (those elements receiving diaphragm boundary fastening) and their respective splices / connections. Supporting structural calculations are required for -these elements. Additional information required includes, but is not necessarily limited to, the following: (See calculation pages 27 and 33 for Grid and Line references) 1. Indicate .chord/collector ties in each direction. at the re-entrant defined by the intersection of Lines 2 and B. - 2. Similarly, indicate a chord/collector tie along Line 1, crossing B -Line. 3. Lateral restraint for the low -roof framing is apparently provided -by taking the low roof diaphragm in rotation about C -Line. Indicate chord ties aligned with Lines 1 and 3, crossing Line C. 4. Indicate ties interconnecting the Master Bedroom Deck to the primary structure. 5. Provide a top plate splice detail. Reference UBC 1633.2.5, 1633.2.6 and 2315.5.2. Connection details associated with these ties must be detailed on the drawings per UBC 1633.2.3. C. Provide a section detail showing attachment of the deck ledger to the main building. D. Similarly, provide a section detail showing attachment of the low roof framing to the main building. E. Provide a section detail along Line C showing the transition from exterior deck to low -roof framing. F. Specify the low roof hip element. 'G. Specify the headers, and their respective connections, at the stair opening. ` Deen SFD • •County of Butte - First Review Biggers Ln., Butte Meadows LP2A Job No.: 202015.004 March 29, 2002 Page 6 , H. It would appear that balloon-framed 2x6 studs at 12" o.c. are also required at the wall adjacent to the stair. Please indicate this requirement on the drawings. ' Reference calculation page 22. TZ, Also indicate that balloon-framed 2x6 studs at 12" o.c. are also required along Lines 1 and 2. - J. Include notation indicating that the Building Official will be provided certificates of conformance for the glulam beams. S3. Sheet 4, Foundation Plan: A. Provide details for the isolated spread footings supporting the deck and low roof framing. Show the 8" stand-off required by UBC 2306.5. B. Provide details for the two interior, continuous footings 'supporting the first floor girders. C. Provide details through the fireplace slab. In addition, details associated with the construction of the firebox / chimney are required. Attachment of the stone veneer must also be specified. D. Provide footing details where concrete slabs are poured against exterior walls. S4.' Sheet 4, [Framing] Section: - A. Please clarify the construction of the Living Room's gable end wall. Is the ceiling flat in this area? If so, please specify the ceiling joists. B. Please provide details, with supporting structural calculations, for the attachment of the second floor rail overlooking the Living Room. S5. Calculation Sheet 22: Please expand the calculations for balloon-framed wall studs to include analysis of the king studs and headers. The calculations must consider out-of- plane loading in combination with vertical axial loading, using the load. combinations. established by UBC 1612.3. Reference UBC Table 23-IV-B, Footnote 1. .S6. Sheet 3, Garage Plans: ` A. Please provide a roof framing plan and a second floor framing plan for the Garage. Among other items, the following information is required: 1. Show how the stair opening in the second floor is framed. 2. Show deck framing and pertinent detailing. 3. Define locations and extents of balloon-framed walls. ; B. Foundation: _ r Deen SFD ` �' County of Butte - First Review Biggers Ln., Butte Meadows z''' + LPzA Job No.: 202015.004 March 29, 2002. Page 7 Specify positive' column base connection at the 6x6 posts supporting the deck, and rovide details showin pg'the'8" stand-off_ required by UBC 2306.5. If you have any questions regarding the, above comments, please- contact° Bill Rodgers, lSE • (structural) or Mike Bayless (non-structural) at.916=725-4200 between 9:00 A.M. and 4:00 P.M.; M -F. , . [END] " 71. , �� { -�' F1 ✓ .3 ,,. 1. a BUTTE, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM t . (One form� per Building) `School District �(/(S� Building Department No. A.P. Number Qq Jurisdiction: City County Property Owner Property Location/Address /, 01 nmo L/,% /yl Q 90I-1h',x1, iSubdivision Lot No. ............................................................................................... .................: Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' ................................................................................................................... Commercial/Industrial Building Department RE Sq. Footage New Addition (Including Exterior Roofed Areas) e-5-. Q— Date rioor rians reweweo Dy Jcnool uistnct Personnel) r U School District certifies that ( pplica t) (State) has complied with the requirements of Resolution No. square feet. Representative Paid by Check # !! Remarks: /LO - ,K LI (Phone Number) by payment of $ AB 2926 $ FULL MITIGATION E Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the. imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District -is notified 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 Robert Deen Residence Biggers.Glen Subdivision Lot #8 Butte Meadows, CA Calculation Prepared b i AL H. James Oki Engineering No. 542 Messick Road Yuba City, California 95991 `�P C Ok 4, z� dl- 1 PLAN REVIEW APPROVAL MAY 13 2002 UNHART PETERSEN POWERS ASSOCIATES Robert Deen Residence Butte Meadows, CA Design Criteria I 1 Roof Design 4 Floor Design 13 Wall Design 22 Foundation Design 23 Lateral Design 27 File: C:1CalcSet0een 12/20/01 - U H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 1 COVER Design Code 1997 Uniform Building Code Roof Load Roofing (Comp Root) Second Floor Load Sheathing (5/8" SP) Framing (2x 12 @ 24" oc) -•• .Insulation Ceiling (5/8" Gyp) Mech, Elec Misc (Mech, Elect, etc) Slope Conversion . Flooring Sheathing Framing Insulation Ceiling Mech, Elec Misc DL LL .Snow (Carpet) (3/4" SP) (TJI's @ 16" oc) (5/8" Gyp) (Mech, Elect, etc) DL LL 3.5 1.8 2.2 1.5 3.0 1.0 1.0 1.5 15.5 psf 16.0 psf 1.0 2.5 3.5 1.5 3.0 1.5 1.0 14:0 psf 40.0 psf (6:12) yw— LZ �S - � � 82.3 ... � = � • �� ��g[0�e.. � �° qo 2• �- S'��P- z H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 2 COVER First Floor Load Flooring (Carpet) 1.0 Sheathing (314" SP) 2.5 Framing (2x 12 @ 16" dc) 3.5 Insulation 1.5 Mech, Elec 1.5 Misc (Mech, Elect, etc) 1.0 DL 11.0 psf LL 40.0 psf Wall Load Ezt Finish (Stucco) 10.0 Int Finish (Gyp Board) 2.2 Framing (2x6 @ 16" oc) 1.7 Insulation 0.5 Misc (Mech, Elect, etc) 0.6 DL 15.0 psf H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deep Residence Butte Meadows, CA by HJO no. date 9/6/01 3 COVER. Wind (Method 2) P=C e C g q S l C q= 1.3 1= 1.00 Speed: 75 mph q S = 14.5 Exposure: B (0'45) P= (0.62)(1.3)(14.5)(1) = 11.7 psf (15'-20) P= (0.67)(1.3)(14.5)(1) = 12.6 psf (20'-259 P= (0.72)(1.3)(14.5)(1) = 13.6 psf (25'-30) P= (0.76)(1.3)(14.5)(1) = 14.3 psf (30'40) P= (0.84)(1.3)(14.5)(1) = 15.8 psf (40'-609 P= (0.95)(1.3)(14.5)(1) = 17.9 psf Seismic Force (1997 UBC) Zone = 3 I = 1.00 2.5x Ca x 1 V= W Soil= SD Ca 0.36 R R= 5.5 V =. 0.164 W A13 = 10000 ft rmax = 0.17 20 p = 2- 1 rmax (A a) 1 P = 0.80 (Use 1.0) Eh = V1 1.4 = 0.117 W (V/1. 4 for Service Load Base Shear) E= p E n + E v = 0.117 W (E„ = 0 for Working Stress Design) Soils Criteria Building Official of Butte County Report: Butte County Dated: 1/1/98 Allowable bearing: D+L = 1500 psf D+L+Lateral = 2000 psf H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/09 4 ROOF did H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 916101 5 ROOF Timber Beam - Uniform Load J-1 L = 12.5 ft C(D) = 1.15 C(F) = 1.00 W = (15.5D + 76.2L)(1.33) -- 122 pff 2 WL -V= wL12 = 763 lb M= 2383 ft -lb 8 A req 1:5V '--. 10.5 in 2 DF No. 2 Y Fv = 95 F'v = 109 S req M(12"/') 28.4 in 3 Fb = 875 Fb 1006 Flb E= 1600000 .,d: L/ 240 5w L. 4 67 in 4 Use.; .2x 12 DF req 384EA - A 16.9, S 31.6, 178 Timber Beam - Uniform Load B-1 L = 15.3 ft C(D) = 1.15 W = (15.5D + 76.2L)(12.5) + 20 = 1166 pff V= wL12 = 8891 lb M= 2 WL 33896 ft -lb 8 A req = 1.5V 70.2 in GL 24F -V4 F'v F = 165 Fv = 190 Sreq = M(12Y) 147.4 in 3 Fb = 2400 Fb = 2 . 760 Fib E = 1800000 A: Ll 240 5WL 4, req 1033.8 in 4 E Use: 5 118 x 15 384EA. A = 76.9, S = 192.2, 1 = 1441 C v = K(5.125/b)'1` (12/d)'1" ('2 11L) '1x 0 K = 1.00 X= 10 Camber WDL 194 pff 2000'R = 0.17442 in DDL 0.091 in x 1.5- = 0.1365 in 2000' Radius 'r, H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF Description Snow Load @ Valley J-2 General Information Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 General Timber Beam W Page 1 \ Full Lengh Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 11.17 ft . .....Lu 0.00 ft 1.500 in Left Cantilever ft .....Lu 0.00 ft 11.250 in Right Cantilever ft .....Lu 0.00 ft Sawn Douglas Fir - Larch, No.1 Trapezoidal Loads Fb Base Allow 1,350.0 psi 1.150 Fv Allow 85.0 psi LL @ Left 101.30 #/ft Pin -Pin Fc Allow 625.0 psi Repetitive Member End Loc 0.000 E 1,600.0 ksi Full Lengh Uniform Loads Center DL 14.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #/ft LL @ Left 101.30 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @Right 186.20 #/ft End Loc 0.000 ft Summary Beam Design OK Span= 11.17ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress. Ratio 0.873 ; 1 Maximum Moment 2.5 k -ft Maximum Shear" 1.5 1.4 k Allowable 4.7 k -ft Allowable 1.6 k Max. Positive Moment 2.47 k -ft at 5.853 ft Shear: @ Left 0.80 k Max. Negative Moment -0.00 k -ft at 11.170 ft @Right 0.96 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.026 in Max. M allow 4.71 Reactions... @ Right 0.000 in fb 934.94 psi fv 85.34 psi Left DL 0.08 k Max 0.80 k Fb 1,785.38 psi Fv 97.75 psi Right DL 0.08 k Max 0.96k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.017 in -0.194 in Deflection 0.000 in 0.000 in ...Location 5.585 ft 5.630 ft ...Length/Deft 0.0 0.0 ...Length/Deft 7,784.1 690.74 Right Cantilever... Deflection 0.000 in 0.000 in ..Length/Deft 0.0 0.0 _Stress Calcs Bending Analysis f {{,CC(MCMCC(& W GP3G40fBG09G4GGPAIf Ck 26.035 Le Cf 0.000 ft Sxx 31.641 03 Area 16.875 in2 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Rea'd Allowable fb @ Center 2.47 k -ft 16.57 in3 1,785.38 psi @ Left Support 0.00 k -ft 0.00 in3 1,785.38 psi @ Right Support 0.00 k -ft 0.00 in3 1,785.38 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.20 k 1.44 k Area Required 12.307 in2 14.732 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports Max. Left Reaction 0.80 k Bearing Length Req'd 0.855 in Max. Right Reaction 0.96 k Bearing Length Req'd 1.024 in H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF project Robert Deen Residence Butte Meadows, CA by HJO nor51BE� date 9/6/01 Rev: 510300 User: 605, Ver 5.1.3, 22.Jun.1999, Win32 General Timber Beam U 1983.993.99 9NERCALC Description Snow Load @ Valley J-3 General Information Section Name 2-2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Page 1 Full Lengh Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements L Center Span 12.50 ft .....Lu 0.00 ft 3.000 in Left Cantilever ft .....Lu 0.00 ft 11.250 in Right Cantilever ft .....Lu 0.00 ft Sawn Douglas Fir - Larch, No.1 #/ft LL #/ft Fb Base Allow 1,350.0 psi @ Left 1.150 Fv Allow 85.0 psi #1 DL @ Left Pin -Pin Fc Allow 625.0 psi Repetitive Member DL @ Right E 1,600.0 ksi End Loc Full Lengh Uniform Loads Span= 12.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio Center DL 16.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft 3.83 k -ft Trapezoidal Loads @ Left Max. Negative Moment 0.00 k -ft #1 DL @ Left #/ft LL @ Left 101.30 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @ Right 186.20 #/ft End Loc 11.170 ft Point Loads @ Center Max. M allow 9.42 Dead Load 78.0 lbs lbs lbs lbs lbs lbs lbs Live Load 882.0 lbs lbs lbs lbs lbs lbs lbs ...distance 11.170 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Center Span... Total Load Left Cantilever... Dead Load Deflection -0.018 in -0.192 in Deflection 0.000 in ...Location Beam Design OK 6.450 ft ...Length/Defl 2.6 k 3.3 k 1.02 k 1.75 k 0.000 in 0.028 in 0.000 in 1.02 k 1.75 k 0.000 in 0.0 0.000 in 0.0 Span= 12.50ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.794 : 1 Maximum Moment 3.8 k -ft Maximum Shear " 1.5 Allowable 9.4 k -ft Allowable Max. Positive Moment 3.83 k -ft at 7.050 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 9.42 Reactions... @ Right fb 726.39 psi fv 77.60 psi Left DL 0.11 k Max Fb 1,785.38 psi Fv 97.75 psi Right DL 0.17 k Max Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.018 in -0.192 in Deflection 0.000 in ...Location 6.400 ft 6.450 ft ...Length/Defl 0.0 ...Length/Defl 8,121.3 783.21 Right Cantilever... Deflection. 0.000 in ...Length/Deft 0.0 2.6 k 3.3 k 1.02 k 1.75 k 0.000 in 0.028 in 0.000 in 1.02 k 1.75 k 0.000 in 0.0 0.000 in 0.0 H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/09 r5C ROOF S A 2-7 aZ / t-\ Rev: 510300 .. User: KW.060605, Ver 5.1.3, 22•Jun-1999, Win32General Timber Beam Page 2 (c) 1983.99 ENERCALC ��,,,,n..mm,,...�,.�.,.�..�.�en..�.n�..........._...�..._.—__------ -------a;\deen.ecw:Calculation! Description Snow Load @ Valley J-3 Stress Calcs Bending Analysis Ck 26.035 Le 0.000 ft Sxx 63.281 in3 Area 33.750 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 3.83 k -ft 25.75 in3 1,785.38 psi @ Left Support 0.00 k -ft 0.00 in3 1,785.38 psi @ Right Support 0.00 k -ft 0.00 in3 1,785.38 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.53 k 2.62 k Area Required 15.649 in2 26.791 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports - Max. Left Reaction 1.02 k Bearing Length Req'd 0.544 in Max. Right Reaction 1.75 k Bearing Length Req'd 0.931 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.02 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in V-� H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF Description Snow Load @ Valley J-4 project Robert Deen Residence Butte Meadows, CA by HJO Ino. date 916101 General Timber Beam 5D Page 1 General Information Span= 5.83ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Center Span 5.83 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.1 1.6 k Fb Base Allow 1,350.0 psi at 3.055 ft Shear: Load Dur. Factor 1.150 Fv Allow 85.0 psi Max. Negative Moment Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member Max @ Left Support E 1,600.0 ksi @ Left Beam Design OK Span= 5.83ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.456 : 1 Maximum Moment 0.7 k -ft Maximum Shear* 1.5 0.8 k Allowable 4.7 k -ft Allowable 1.6 k Max. Positive Moment 0.67 k -ft at 3.055 ft Shear: @ Left 0.42 k Max. Negative Moment -0.00 k -ft at 5.830 ft @ Right 0.50 k. Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.002 in Max. M allow 4.71 Reactions... @ Right 0.000 in . fb 254.69 psi tv 44.54 psi Left DL 0.04 k Max 0.42 k Fb 1,785.38 psi Fv 97.75 psi Right DL 0.04 k Max 0.50k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.001 in -0.014 in Deflection 0.000 in 0.000 in ...Location 2.915 ft 2.938 ft ...Length/Deft 0.0 0.0 ...Length/Defl 54,747.4 4,858.14 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis Ck 26.035 Le 0.000 ft Sxx 31.641 in3 Area 16.875 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Reg'd Allowable fb @ Center 0.67 k -ft 4.51 in3 1,785.38 psi @ Left Support 0.00 k -ft 'k 0.00 in3 1,785.38 psi @ Right Support 0.00 -ft 0.00 in3 1,785.38 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.63 k 0.75 k Area Required 6.423 in2 7.689 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports Max. Left Reaction 0.42 k Bearing Length Req'd 0.447 in Max.. Right Reaction 0.50 k Bearing Length Req'd 0.534 in H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 -E ROOF Rev 510300 User: KW 060605, Ver 5.1.3, 22Jurr1999, Win32 �Gene�ralji�Z�ber Beam �jVa�Zy �u a:\deen.ecw:C ations Descri`tlOno Snow Loadp J-5 G eneral Informatlon Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Center Span 12.50 ft N..... Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft ....'.Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.t Trapezoidal Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.150 Fv Allow 85.0 psi 101.30 #/ft Start Loc 0.000 ft Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi Full Lengh Uniform Loads Center DL 16.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #/ft LL @ Left 101.30 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @ Right 186.20 #/ft - End Loc 5.830 ft Point Loads Dead Load 41.0 lbs lbs lbs lbs lbs lbs lbs Live Load 460.0 lbs lbs lbs lbs lbs lbs lbs ...distance 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Sum712.50ft, Beam Design OK SpWidth = 1.500in x Depth = 11.25in, Ends are Pin -Pin M 0.658Mant 1.9 k -ft Maximum Shear * 1.5 1.1 k Allowable 4.7 k -ft Allowable 1.6 k Max. Positive Moment 1.85 k -ft at 4.750 ft Shear: @ Left 0.72 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.31 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.046 in Max. M allow 4.71 Reactions... @ Right 0.000 in fb 702.64 psi fv 64.30 psi Left DL 0.14 k Max 1.22 k Fb 1,785.38 psi Fv 97.75 psi Right DL 0.10 k Max 0.31 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.031 in -0.166 in Deflection 0.000 in 0.000 in ...Location 6.250 It 5.800 ft ...Length/Deft 0.0 0.0 ...Length/Deft 4,860.1 902.71 Right Cantilever:.. Deflection 0.000 in 0.000 in ... Length/Deft 0.0 0.0 v, H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 5F Page 2 ROOF Rev: 510300 User:05, Ver 5.1.3, 22•Jun•1999, Win32 QJ 1983993.99 ENENERCA LC General Timber Beam Descriptiona:\deen.e Snow Load cLD Valley J-5 Stress Calcs Bending Analysis Ck 26.035 Le Cf 1.000 Rb 0.000 ft 0.000 Sxx 31.641 in3 Area Cl 16.875 in2 @ Center Max Moment 0.000 Sxx Rea'd Allowable fb @ Left Support 1.85 k -ft 0.00 k -ft 12.45 in3 1,785.38 psi @ Right Support 0.00 k -ft 0.00 in3 0.00 in3 1,785.38 psi Shear Analysis Left Support @ PP @Right Support 1,785.38 psi Design Shear 1.09 k 0.47 k Area Required 11.101 in2 4.829 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports Max. Left Reaction Max. Right Reaction 1.22 k BearingLength Re 'd 0.31 k Bearing Length Req'd 0.336 in query Values M, V, & D @ Specified Locations Moment @ Center Span Location = 0.00 ft 0.00 k -ft Shear Deflection @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.72 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 0.00 k 0.0000 in 5F Page 2 4 i e/ H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF Description Snow Load c@ Valley J-6 project Robert Deen Residence Butte Meadows, CA. by HJO no. date 9/6/01 5G General Timber Beam Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Center Span 8.50 ft .....Lu 0,00 ft Beam Width 1.500 in Left Cantilever ft ...Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft ...Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi Load Dur. Factor 1.150 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi Full Lengh Uniform Loads Center DL 14.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left #/ft LL @ Left 1.01.30 #/ft Start Loc 0.000 ft DL @ Right #/ft LL @ Right 186.20 #/ft End Loc 9.830 ft Summary Beam Design OK Span= 8.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.635 ; 1 Maximum Moment 1.4 k -ft Maximum Shear" 1.5 1.0 k Allowable 4.7 k -ft Allowable 1.6 k Max. Positive Moment Max. Negative Moment 1.38 k -ft -0.00 k -ft at 4.420 ft Shear: at 8.500 ft @ Left 0.59 k @ Right 0.70 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.009 in Max. M allow 4.71 Reactions... @ Right 0.000 in fb 521.49 psi fv 62.05 psi Left DL 0.06 k Max 0.59 k Fb 1,785.38 psi Fv 97.75 psi Right DL 0.06 k Max 0.70 k Deflections Center Span... Dead Load Total Load LCever... eftantil Dead Load Total Load Deflection ...Location -0.006 in 4.250 It -0.063 in Deflection 4.284 ft 0.000 in 0.000 in ...Length/Deft 17,665.0 ...Length/Defl 1,626.80 Right Cantilever... 0.0 0.0 Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Stress Calcs Bending Analysis Ck 26.035 Le Cf 0.000 ft Sxx 31.641 in3 Area 16.875 in2 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 1.38 k -ft 9.24 in3 1,785.38 psi @ Left Support 0.00 k -ft 0.00 in3 1,785.38 psi @ Right Support 0.00 k -ft 0.00 in3 1,785.38 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.89 k 1.05 k Area Required 9.115 in2 10.711 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports Max. Left Reaction 0.59 k Bearing Length Req'd 0.634 in Max. Right Reaction 0.70 k Bearing Length Req'd 0.745 in A 0 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6,,/01 5H /_l\' •22 •c'�`L /t Rev: 510300 K UsW-0er: 605, Ver 5.1.3, 22 -Jun -1999. W6323.99 9NERCALC General Timber Beam Us �y�maasaacaR ..A 4 Description Snow Load @ Valley J-7mm General Information Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Lengh Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Trapezoidal Loads #1 DL @ Left DL @ Right Point Loads Dead Load 59.0 lbs Live Load 639.0 lbs ...distance 8.500 ft Page 1 16.00#/ft LL #/ft #/ft LL #/ft #/ft LL #/ft #/ft LL @ Left 101.30 #/ft Start Loc #/ft LL @ Right 186.20 #/ft End Loc lbs lbs lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 8.500 ft lbs lbs lbs lbs 0.000 It 0.000 ft Beam Design OK Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 12.50 ft .....Lu 0.00 ft 1.500 in Left Cantilever ft .....Lu 0.00 It 11.250 in Right Cantilever ft .....Lu 0.00 ft Sawn Douglas Fir - Larch, No.1 Max. Positive Moment Max. Negative Moment Fb Base Allow 1,350.0 psi @ Left 1.150 Fv Allow 85.0 psi Camber: Pin -Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi 16.00#/ft LL #/ft #/ft LL #/ft #/ft LL #/ft #/ft LL @ Left 101.30 #/ft Start Loc #/ft LL @ Right 186.20 #/ft End Loc lbs lbs lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 8.500 ft lbs lbs lbs lbs 0.000 It 0.000 ft Beam Design OK 1.6 k 1.6 k 1.09 k 1.03 k 0.000 in 0.064 in 0.000 in 1.09 k 1.03 k 0.000 in 0.0 0.000 in 0.0 Span= 12.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.990 : 1 Maximum Moment 4.2 k -ft Maximum Shear * 1.5 Allowable 4.7 k -ft Allowable Max. Positive Moment Max. Negative Moment 4.18 k -ft -0.00 k -ft at 7.100 ft Shear: at 12.500 ft @ Left Max @ Left Support 0.00 k -ft Camber: @ Right @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow4.71 @ Right ht fb 1,584.86 psi fv Reactions... 96.79 psi Left DL 0.12 k Max Fb 1,785.38 psi Fv 97.75 psi Right DL 0.14 k Max Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.043 in -0.401 in Deflection 0.000 in ...Location ...Length/Defl 6.400 It 3,490.4 6.350 ft ...Length/Deft 373.68 0.0 Right Cantilever... Deflection 0.000 in ... Length/Defl 0.0 1.6 k 1.6 k 1.09 k 1.03 k 0.000 in 0.064 in 0.000 in 1.09 k 1.03 k 0.000 in 0.0 0.000 in 0.0 1:1 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 C5; 1 •22r �2 ROOF _� Rev: 510300 User:9605, Ver 5.1.3, 22 -Jun -1999. Win32 Timber Beam Page 2 (c) 1983.3.99General 9 9_N ERCALC mSnow �aldeen ecw Calculation Description Load cLD Valley J-7 Stress Calcs Bending Analysis Ck 26.035 'Le 0.000 ft Sxx 31.641 in3 Area 16.875 in2 Cf 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 4.18 k -ft 28.09 in3 1,785.38 psi @ Left Support 0.00 k -ft 0.00 in3 1,785.38 psi @ Right Support 0.00 k -ft 0.00 in3 1,785.38 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.63 k 1.55 k Area Required 16.710 in2 15.821 in2 Fv: Allowable 97.75 psi 97.75 psi Bearing @ Supports Max. Left Reaction 1.09 k Bearing Length Req'd 1.161 in Max. Right Reaction 1.03 k Bearing Length Req'd 1.100 in Query Values rant. rrPezrRawvaavanvvmrx M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.09 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 �Z'2.•b2 General Timber Beam Description Snow Load @ Valley Under Cripple Wall J-8 5J Page 1 General Information Span= 12.50ft, Beam Width = 4.500in x Depth = 11.25in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3-2x12 Total Load Center Span 12.50 ft .....Lu 0.00 ft Beam Width 4.500 in Left Cantilever k ...Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 6.0 k -ft Maximum Shear" Fb Base Allow 1,350.0 psi Load Dur. Factor 1.150 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Allowable E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 60.00 #/ft LL @ Right 541.00 #/ft End Loc 12.500 ft Beam Design OK Deflections Center Span... Span= 12.50ft, Beam Width = 4.500in x Depth = 11.25in, Ends are Pin -Pin Total Load Left Cantilever... Dead Load Total Load Deflection Max Stress Ratio 0.759 : 1 0.000 in 0.000 in ...Location 6.500 It 6.500 ft ...Length/Deft Maximum Moment 0.0 6.0 k -ft Maximum Shear" 1.5 3.8 k Allowable 13.5 k -ft 0.000 in Allowable 4.9 k ...Length/Deft Max. Positive Moment 6.02 k -ft at 7.200 ft Shear: @ Left 1.25 k Bending Analysis Max. Negative. Moment -0:00 k -ft at 12.500 ft Ck 26.035 @ Right 2.50 k 50.625 in2 Max @ Left Support 0.00 k -ft Rb 0.000 CI 0.000 Camber: @ Left 0.000 in Max Moment Max @ Right Support 0.00 k -ft @ Center 6.02 k -ft @ Center 0.029 in Max. M allow 13.51 0.00 in3 Reactions... @ Right 0.000 in 0.00 in3 fb 761.55 psi fv 74.20 psi Left DL 0.12 k Max 1.25 k Design Shear Fb 1,707.75 psi Fv 97.75 psi Right DL 0.25 k Max 2.50k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.019 in -0.194 in Deflection 0.000 in 0.000 in ...Location 6.500 It 6.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 7,762.3 774.94 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Stress Calcs Bending Analysis Ck 26.035 Le 0.000 ft Sxx 94.922 in3 Area 50.625 in2 Cf 1.100 Rb 0.000 CI 0.000 Max Moment Sxx Reg'd Allowable fb @ Center 6.02 k -ft 42.33 in3 1,707.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,707.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,707.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.88 k 3.76 k Area Required 19.214 in2 38.427 in2 Fv: Allowable 97.75 psi .97.75 psi Bearing @ Supports Max. Left Reaction 1.25 k Bearing Length Req'd 0.445 in Max. Right Reaction 2.50 k Bearing Length Req'd 0.890 in Query Values ' M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.25 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 0- Left Cant. Location = 0.00 ft 0 on k -ft n nn k n nnnn ,., 0 H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 6 ROOF Description Snow Load ff7alley B-2 General Timber Beam .'22 OZ Page 1 General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x25.5 Center Span 23.50 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever It .....Lu 0.00 ft Beam Depth 25.500 in Right Cantilever It .....Lu 0.00 It Member Type GluLam Douglas Fir, 24F - V8 11.750 It #2 DL @ Left 75.00 #/ft Fb Base Allow 2,400.0 psi Load Dur. Factor' 1.150 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Stress Calcs @ Right E 1,800.0 ksi Trapezoidal Loads Dead Load Total Load Left Cantilever... Dead Load Max Stress Ratio 0.921 : 1 #1 DL @ Left . 128.00 #/ft LL @ Left 1,188.00 #/ft Start Loc 0.000 ft DL @ Right 75.00 #/ft LL @ Right 158.00 #/ft End Loc 11.750 It #2 DL @ Left 75.00 #/ft LL @ Left 158.00 #/ft Start Loc 11.750 ft DL @ Right 128.00 #/ft LL @ Right 1,188.00 #/ft End Loc 23.500 ft Point Loads 'ua IDs IDs IDs lbs lbs Live Load 9,513.0 lbs lbs lbs lbs lbs lbs lbs ...distance 11.750 It 0.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 ft 0.000 ft Beam Design OK Span= 23.50ft, Beam Width = 5.125in x Depth = 25.5in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Dead Load Max Stress Ratio 0.921 : 1 -0.120 in -0.753 in Deflection 0.000 in 0.000 in Maximum Moment 107.9 k -ft Maximum Shear * 1.5 22.2 k Allowable 117.1 k -ft 374.56 Right Cantilever... Allowable 24.8 k Max. Positive Moment 107.94 k -ft at 11.750 ft Shear: @ Left 14.80 k Max. Negative Moment 0.00k -ft at 0.000 It Stress Calcs @ Right 14.80 k Max @ Left Support 0.00 k -ft Bending Analysis Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Le 0.000 It Sxx 555:422 in3 Area @ Center 0.179 in Max. Mallow 117.15 Reactions... @ Right 0.000 in fb 2,332.05 psi fv 169.83 psi Left DL 2.13 k Max 14.80 k Fb 2,530.98 psi Fv 189.75 psi Right DL 2.13 k Max 14.80k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.120 in -0.753 in Deflection 0.000 in 0.000 in ...Location 11.750 It 11.750 ft ...Length/Defl 0.0 0.0 ...Length/Deft 2,358.8 374.56 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Stress Calcs Bending Analysis Ck 20.711 Le 0.000 It Sxx 555:422 in3 Area 130.688 in2 Cv 0.917 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @'Center 107.94 k -ft 511.77 in3 2,530.98 psi @ Left Support 0.00 k -ft 0.00 in3 2,530.98 psi @ Right Support 0.00 k -ft 0.00 in3 2,530.98 psi Shear Analysis @ Left Support @ Right Support Design Shear 22.20 k 22.20 k Area Required 116.971 in2 116.971 in2 Fv: Allowable 189.75 psi 189.75 psi Bearing @ Supports Max. Left Reaction 14.80 k Bearing Length Req'd 5.156 in May Rinht Rpnn inn 1d Rn Ir Ronrinn I -nth P7 'A r, 9SR in ' H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF Rev: 510300 Ver 5.1.3, 22Jurn1999, Win32 ;AIC General Timber Beam Description Snow Load @ Ridge B-3 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 C37 Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x25.5 Center Span 23.50 ft ...Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft ...Lu 0.00 ft Beam Depth 25.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V8 117.1 k -ft Allowable 24.8 k Fb Base Allow 2,400.0 psi @ Left Load Dur. Factor 1.150 Fv Allow 165.0 psi 16.50 k Beam End Fixity Pin -Pin Fc Allow 560.0 psi 0.000 in Max @ Right Support 0.00 E 1,800.0 ksi 0.163 in Full Lengh Uniform Loads 117.15 Reactions... @ Right Center DL #/ft LL 1,160.00 #/ft Max Left Cantilever DL #/ft LL #/ft Max Right Cantilever DL #/ft LL #/ft Trapezoidal Loads Center Span... Dead Load Total Load Left Cantilever... Dead Load #1 DL @ Left '@ 180.00 #/ft LL @ Left #/ft Start Loc 0.000 ft DL Right 202.00 #/ft LL @ Right #/ft End Loc 11.750 ft #2 DL @ Left 202.00 #/ft LL @ Left #/ft Start Loc 11.750 ft DL @ Right 180.00 #/ft LL @ Right #/ft End Loc 23.500 ft Point Loads Dead Load 120.0 lbs lbs lbs Ibs lbs lbs lbs Live Load 1,130.0 lbs lbs lbs; lbs lbs lbs lbs ...distance 11.750 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft " Beam Design OK Span= .23.50ft, Beam Width = 5.125in x Depth = 25.5in, Ends are Pin -Pin Max Stress Ratio 0.998 : 1 Maximum Moment. 100.9 k -ft Maximum Shear * 1.5 24.7 k Allowable 117.1 k -ft Allowable 24.8 k Max. Positive Moment 100.86 k -ft at 11.750 ft Shear: @ Left 16.50 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 16.50 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.163 in Max. M allow 117.15 Reactions... @ Right 0.000 in fb 2,179.06 psi fv 189.37 psi Left DL 2.30 k Max 16.50 k Fb 2,530.98 psi Fv 189.75 psi Right DL 2.30 k Max 16.50k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.109 in -0.775 in Deflection 0.000 in 0.000 in ...Location 11.750 ft 11.750 ft ...Length/Deft 0.0 0.0 ...Length/Defl 2,590.1 363.99 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 7A 4-, ROOF Rev: 510300 User:05, Ver 5.1.3, 22•Jun 1999, Win32 General Timber Beam (c) 1983993.99 ENENERCALC - _ a:\deen.ecv Description Snow Load @ Ridge B-3 Stress Calcs Bending Analysis Ck 20.711 Le 0.000 ft Sxx 555.422 in3 Area 130.688 in2 Cv 0.917 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 100.86 k -ft 478.19 in3 2,530.98 psi @ Left Support 0.00 k -ft 0.00 in3 2,530.98 psi @ Right Support 0.00 k -ft 0.00 in3 2,530.98 psi Shear Analysis @ Left Support @ Right Support Design Shear 24.75 k 24.75 k Area Required 130.429 in2 130.429 in2 Fv: Allowable 189.75 psi 189.75 psi Bearing @ Supports Max. Left Reaction 16.50 k Bearing Length Req'd 5.749 in Max. Right Reaction 16.50 k Bearing Length Req'd 5.749 in Query Values M, V, a D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 16.50 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant: Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Page 2 6; H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 8 Timber Beam - Multiple Loads B-4 L = 5.0 ft C(D) = 1.15 (0'-5) w, _ +20= 20 /f (@ 2) P _ ((15.5D + 76.2L)(139J(20.75) �J R l = . 14892 lb R2= 99,44 lb P' M = 29743.2 ft -lb w ' (Pinned - Pinned) L R1 R2 Check: V = 14892 lb M = 29743 lb w eq = 9,518 plf Areq= 1.5V = 117.6 int GL 24F -V4 F � F„ = 165 F'„ = 190 S req = M(12'%') = 129.3 in 3 F b = 2400 Fib = 2760 Fib E = 1800000 A: Ll 240 __ l req 5wL a 297 in a Use: 5 1/8 x 24 384E A A = 123, S = 492, 1 = 5904 C � = K(5.125/b)'�` (12/d) '�` (21/L)'�` = 1.00 . K = 1.00 x = 10 Camber: w � = 4200 plf 2000'R = 0.01875 in A DL = 0.006 in x 1.5 = 0.009 in 2000' Radius H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 ROOF project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 8A Timber Beam - Uniform Load B-5 L = 8.0 ft C(D) = 1.15 C(F) = 0.99 W = (15.5D + 76.2L)(13) + 18 = .1210 plf V= wL/2 = 4840 lb M= WL 2 = 9680 ft -lb 8 1.5V A req = = 74.1 in 2 DF No. 1 F, V F = 85 F 'v _ . 98 M(12'r') _ $feq= 75.8 in 3 F b 1350 F' b = 1532 .: � F b E= 1600000 d: L/ 240 4Use: l feq - 174.2 in 4 .. 6x 14 DF 384E - A=74.3,S=167.1,1-1128 Timber Beam - Multiple Loads B-6 L = 8.5 ft C(D) = 1.15 C(F) = 0.99 (0'-8.5) W1 _ (15.5D + 76.2L)(2)+(15W)(6) + 18 = 291 plf (@ 4.25) P = 4840 lb R1= 3657 lb R2= 3657 lb M = 12913.1 ft -lb (Pinned - Pinned) Check: V = 3657 lb w eq = 1430. plf 1.5V DF No. 1 A,req = F, _ 56.0 in 2 F„ = 85 F'„ = 98 __ M(127') __ 3 F b = 1350 F' b = 1532 S feq 101.1 in Fib E = 1600000 A: Ll 240 l feq = 5wL 4 = 247 in 4 Use: 6x 14 384E0 A = 74.3, S = 167. 1, I = 1128 h C 1, H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 9 ROOF Timber Beam - Uniform Load HD-1 L = 4.5 ft C(D) = 1.15 -.C(F) = 1.00 W = (15.5D + 762Q(6)+(15W)(2) + 20 = 600 p/f V= wL/2 = 1350 /b M= WL 2 = 1519 ft -lb 8 . 1.5V-----,- ..., A req =F, = 20.7 in 2 DF No. 1. ___....._._.... F v = 85 F'„ = 98 M 12'%' S req = F, ) = 13.2 in F n = 1200 Pb . = 1380 b E = 1600000 d: L / 240 I req. = 5wL 4 15.4. in 4 Use: 6x6 DF 384Ed A=30.3, S=27.7, 1=76.3 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6101 10 ROOF Timber Beam 'Multiple Loads HD -2 L= 6.0 ft (0'-6) w, = (15.5D + 76.2L)(2)+(15W)(3) + 20 = (@ 3) P 1 = [(15.5D + 76.2L) (12.5')](8) _ 1 R = 5329 /b C(D) = 1.15 248 plf 9170 lb R2 = 5329 /b P1 M= 14871 ft -lb (Pinned - Pinned) R1 R2. Check: V = 5329 /b M = 14871 lb w eq = 3,305 p/f A req = 1.5V . 42.1 in 2 GL 24F -V4 F F„ _ - 165 F'„ = 190 S req = M 12/ ( ° �) = 64.7 in s F b = 2400 Fib = 2760 Fib E = 1800000 A: Ll 240 ' __ l 5wL 4 __ 178 in 4 Use. 5 1/8 x 12 . feq 384EA A = 61.5, S = 123, I = 738 C v = K(5.125/b) '1` (12/d) '1` (21/L)'1 = 1.00 K = 1.00 X= 10 Camber: w DL = 250 plf 2000'R = 0.027 in A DL = 0.005 in x 1.5 = 0.0075 in Use 0.25" Camber .. 4 H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows,, CA Yuba City, CA'95991 (530) 674-7.755. by HJO no. date 916101 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE ROOF Timber Beam - Uniform Load B-1 project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 L = 15.5 ft no. 12 C(D) = 1.15 W = (15.5D + 76.2L)(12.75) + 18 = 1187 p/f V= wL/2 = 9199 /b M= 2 8 = 35647 ft -Ib A req = 1'.5V = 72.6 in 2 GL 24F -V4 F„ = 165 F'„ = 190 S_ M(12 -l) = req - 155.0 in 3 F b = 2400 F' b = 2760 F, b E = 1800000 A: Ll 240 __ 5wL 4 _ I req - 1105.1 in 4 Use. 5 1/8 x 15 384E d A = 76.9, S = 192.2, 1 = 1441- C v = K(5.125/b)'/" (12/d)'/` (21/L)'/" = 1.00 K = 1.00 x = 10 Camber: woL = 216 p/f 2000'R = 0.18019 in D oL = 0.108 in x 1.5 = 0.162 in 2000' Radius H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows,. CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 .13 FLOOR H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 FLOOR project Robert Deen Residence Butte Meadows, .CA by HJO no. date 9/6/01 14 Timber Beam - Uniform Load FJ -1 L = 26.0 ft W = (14D + 40L)(1.33) _ V= wL/2 = 9; d = 22:5 wl + EI Ll 360 = 0.87 > Ib M= WL 2 = 8 2 C(D) = 1.00 C(F) = 1.00 72 p/f 6084 ft -Ib 2.29 wl = 0.69 in A: L / 360 d 105- 0.69 O.K. Use: 16" TJI/Pro 550 Timber Beam - _Uniform Load FJ -2 �-See *AA ip La,.,, W = (11D + 40 )(1.33) V= IWL12 = 442 lb 4 A = 22.5 wl + 2.67 EI Ll 360 = 0.43 > 0.31 Timber Beam -'Uniform Load FJ -3 w =. (11D + 60L)(1.33) = V= wL/2 = 376 lb A req = 1.5VF, _ M(12'%') Sreq= � _ Fib 5wLg 1 feq - 384E d L --V-= 2330, M = 11065, EI = 1192 L = 13.0 ft C(D) = 1.00 C(F) = 1.00 68 plf 2 M= 8 = 1437 ft -Ib wL2 0.31 in d: L/ 360 = d 105 O.K. Use: 9 1/2" TJI/Pro 150 V = 1120, M = 2730, E1= 160 L = 8.0 ft C(D) = 1.00 C(F) _. 1.20 94 p/f M= 2 8 = 752 ft -Ib 5.9 in 2 D . F No. 2 F„ = 95 F'„ = 95 8.6 in 3 Fb 875 F'b = 1050 E = 1600000 A: Ll 360 20.3 in q FA Use: 2x8 DF 10.9, S = 13.1, / = 47.6 E H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 FLOOR Timber Beam - Uniform Load FB -1 W = (14D + 40L)(13) + 20 = V= wU2 = 8664 lb project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 L = 24.0 ft 722 p/f 2 M= 8 = 51984 ft -lb 15 C(D) = 1.00 A req = 1.5V = 78.8 in 2 GL 24F -V4 F, F v = 165 F' F'„= 165 _ S req q MM(12Y)_ 279.5 in 3 F b = 2400 Fib = 2232 e Fib E= 1800000 d: L/ 360 q = �req 5wL 4 _ 3742.8 in 4 Use: 5 1/8 x 21 384Ed A = 107.6, S = 376.7, / = 3955 C. v = K(5.125/b) (121d) '/" (21 /L) '/" = 0.93 K = .1. 00, X= 10 Camber.' w oL = 202 plf 2000'R = 6.432 in D pc = 0.212 in x 1.5 = 0.318 in 2000' Radius Timber Beam = Uniform Load FB -2 (se -e— -FkA Pte) W = (11D + 40L)(14) +.20 = V= -wU2 = 1468 lb 1.5V A req = F' _ M(12'%') Sreq= F� _ b __ 5wL4 l req 384Ed L = 4:0 ft C(D) = 1.00 C(F) = 1.30 734 plf 2 M= 8 = 1468 ft -lb 23.2 in 2 DF No. 1 F„ = 95 F'„ = 95 13.6 in 3 F b = 1000 Fib = 1300 E = 1700000 A: Ll 360 18.7 in 4 Use. 4x8 DF A=25.4, S=30.7, I = 111 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 f FLOOR Timber Beam - Uniform Load FB -3 6e -a- �' 6q w (11 D + 60L)(49 + 20 = V= wL/2 = 1292 Ib 1.5V A req = F, _ Sreq= M(F27) _ b 5wL 4 f req = _ 384E d project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 16 L = 8.5 ft C(D) = 1.00 C(F) = 1.00 304 pff 2 M= 8 = 2746 ft -/b 22.8 in 2 DF No. 1 F v. = 85 F'„ = 85 27.5 in 3 F b = 1200 Fib . _ . 1200 E = 1600000 A: Ll 360 78.8 in 4 Use: 6x8 DF A=41.3,S=51.6,1=193 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 FLOOR qtr project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 17 i® H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 FLOOR project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 18 General Timber Beam Description Deck Joist with Drifted Snow F:I-'zj General Information Span= 6.00ft,. Beam Width = 1.500in x Depth = 7.25in, Ends are Pin -Pin Section Name 2x8 Beam Width 1.500 in Beam Depth 7.250 in Member Type Sawn Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Full Lengh Uniform Loads Center . DL Left Cantilever DL Right Cantilever DL Trapezoidal Loads MEMEMEMEOMM #1 DL 6 Left #/ft DL@ Right #/ft 14.60. #/ft #/ft #/ft Page 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 6.00 ft .....Lu 0.00' ft Left Cantilever it .....Lu 0.00 ft Right Cantilever ft .....Lu 0.00 ft Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi Repetitive Member E 1,700.0ksi LL 86.00 #/ft LL #/ft LL #/ft LL @ Left 127.00 #/ft Start Loc LL @ Right . 40.30 #/ft End Loc 0.000 ft 0.000 ft Beam Design OK ec ion -0.005 in -0.066 In Deflection ...Location 3.000 ft 2.976 ft ...Length/Defl Span= 6.00ft,. Beam Width = 1.500in x Depth = 7.25in, Ends are Pin -Pin ...Length/Defl 13,695.5 1,085.12 Right Cantilever... Max Stress Ratio 0.753 ; 1 ... Length/Defl 0.0 Maximum Moment 0.000 It 0.8 k -ft Maximum Shear * 1.5 1.200 Rb . Allowable CI 0.000 1.7 k -ft Allowable Max Moment Max. Positive Moment 0.83 k -ft at 2.880 ft Shear: @ Left 6.28 in3 Max. Negative Moment 0.00k -ft at 0.000 It @ Right 1,587.00 psi Max @ Left Support 0.00 k -ft Camber: @ Left Shear Analysis Max @ Right Support 0.00 k -ft @ Center 0.89 k Max. M allow 1.74 Reactions... @ Right 6.994 In2 fb 758.32 psi fv 82.22 psi' Left DL 0.04 k Max Fb 1,587.00 psi Fv 109.25 psi Right DL 0.04 k Max Deflections 0.60 k Bearing Length Req'd 0.636 in Center Span... Defl t' Dead Load Total Load Left Cantilever... Dead Load 0.000 ft 0.000 ft Beam Design OK ec ion -0.005 in -0.066 In Deflection ...Location 3.000 ft 2.976 ft ...Length/Defl 0.000 in 0.0 ...Length/Defl 13,695.5 1,085.12 Right Cantilever... Deflection 0.000 in ... Length/Defl 0.0 Stress Calcs Bending Analysis Ck 31.181 Le Cf 0.000 It Sxx 13.141 in3 Area 10.875 in2 1.200 Rb 0.000 CI 0.000 Max Moment Sxx Reg'd Re' Allowable fb @ Center 0.83 k -ft 6.28 in3 1,587.00 psi. @ Left Support 0.00 k -ft 0.00 in3 1,587.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,587.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.89 k 0.76 k Area Required 8.184 in2 6.994 In2 Fv: Allowable 109.25 psi 109.25 psi Bearing @ Supports Max. Left Reaction 0.60 k Bearing Length Req'd 0.636 in Max. Right Reaction 0.51 k Bearing Length Req'd 0.543 In 0.9 k 1.2 k 0.60 k 6.51 k 0.000 in 0.008 in 0.000 in 0.60 k 0.51 k 0.000 in 0.0' 0.000 in 0.0 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 I FLOOR project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 19 General Timber Beam Description Deck Beam w/ Snow Load.3 General Information Section Name 6x12 Beam Width Beam Depth ' Member Type Load Dur. Factor Beam End. Fixity Full Len Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 5 Calculations are designed to 1997 NDS and 1997 UBC Requirements ate.. Center Span 13.00 ft .....Lu 0.00 ft 5.500 in Left Cantilever ft .....Lu 0.00 It 11.500 in Right Cantilever ft .....Lu 0.00 It Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,350.0 psi 1.150 Fv Allow 85.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0.ksi 44.00 #/ft LL 465.00 #/ft #/ft LL #/ft #/ft LL #/ft Deflections Deflection -0.025 in ...Location 6.500 It ...Length/Defl 6,153.5 Stress Calcs Span= 13.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Bending Analysis 6.500 ft ...Length/Defl Ck 26.035 Le Max Stress Ratio 0.803 : 1 0.000 0.00 in3 Max Moment Center Maximum Moment 10.8 k -ft Maximum Shear* 1.5 0.00 k -ft Allowable 15.7 k -ft Design Shear Allowable Area Required 50.770 in2 Max. Positive Moment Max. Negative Moment 10.75 k -ft at 0.00 k 6.500 ft Shear. @.Left 3.31 k Max. Right Reaction -ft at 13.000 It @ Right @ Center Span Location = Max @ Left Support Max @ Right Support 0.00 k -ft 0.00 Camber: @ Left k -ft Center Max. M allow 15.68 Reactions... Right fb 1,064.36 psi tv 78.46 psi Left DL 0.29-. k Max Fb 1,552.50 psi Fv 97.75 psi Right DL 0.29 k Max Deflections Deflection -0.025 in ...Location 6.500 It ...Length/Defl 6,153.5 Stress Calcs rc�u 6.000 in Bending Analysis 6.500 ft ...Length/Defl Ck 26.035 Le 0.000 ft Cf 1.000 Rb 0.000 0.00 in3 Max Moment Center 10.75 k -ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft Shear Analysis @ Left Support Design Shear 4.96 k Area Required 50.770 in2 Fv: Allowable 97.75 psi Bearing @ Supports Max. Left Reaction 3.31 k Max. Right Reaction 3.31 k Query Values M, V, & D @ Specified Locations @ Center Span Location = 0.00 It Beam Design OK 5.0 k 6.2 k 3.31 k 3.31 k 0.000 in 0.038 In 0.000 in 3.31 k 3.31 k . -0.293 in Deflection rc�u 6.000 in ola0 0000 In 6.500 ft ...Length/Defl 0,o 0.0 531.93 Right Cantilever... 1,552.50 psi 0.00 in3 Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 Sxx 121.229 in3 Area 63.250 in2 Cl 0.000 Sxx Recd Allowable tb 83.11 In3 1,552.50 psi 0.00 in3 1,552.50 psi 0.00 1n3 1,552.56 psi @ Right Support. 4.96 k 50.770 In2 97.75 psi Bearing Length Req'd 0.962 In Bearing Length Req'd 0.962 in Moment Shear Deflection 0.00 k -ft "A 'Al L' � ,,.,.... H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 20 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE FLOOR project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 Timber Beam - Uniform Load FB -1 L = 3.5 ft W = (15.5D + 76.2L)(0)+(14D + 40L)(5) + 20 = 290 plf z V= wU2 = 508 /b M= WL = 444 ft -Ib 1.5V Afeq= F' _ M(12'/) S fey = Fib / req = 5wL 4 = 384Ed Timber Beam - Uniform Load FHD-1 21 C(D) = 1.00 C(F) = 1.30 8 8.0 in 2 DF No. 1 F„ = 95 F'„ = 95 4.1 in 3 F b = 1000 Fib = 1300 E = 1700000 A: Ll 360 4.9 in 4 Use., 48 DF A=25.4,S=30.7,1=111 L = 9.5 ft w = (15.5D + 76.2L)(39+(15W)(69 + 20 = V= wL/2 = 1829 /b M= A req = 1.5VF1 = 28.0 in 2 M(127) S req- F, = 33.6 in 3 b 4 / req 5WL384E d - 139.3 in 4 385 plf wL 2 = 4343 ft -lb 8 DF No. 1 C(D) = 1.15 C(F) = 1.00 F„ = 85 F'„ = 98 F b = 1350 Fib = 1553 E = 1600000 A: L / 360 Use: 6x 12 DF A =63.3, S= 121.2, /=697 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530)674-7755 project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 22 WALLS Timber Stud - P + M H = 18.5 ft Bending Loads: C q =. 1.2- (0' 159 w _ (10.8psf)(1) = 11 plf (15'48.5) w2 = (11.6psf)(1') = 12 plf Axial Load: P = [(15.5D + 76.2L)(6')J(1) = 550 lb Check Combined Axial ,+ Bending: R1= 102 Ib 2x6 DF No. 2 F b = 875 psi R2= 105 lb d= 5.50 in F'= 1300 psi . M = 474 ft -Ib A= 8.30 in 2 E= 1.6E+6 psi w eq = 11 plf S= 7..60 in 3 C(D) = 1.00 1 = . 20.8 in 4 C(F b) = 1.30 - R2 C(FC) 1.10 P fa = = A M 66 psi fb = = S 748.421 psi ''' H . Fc* (Fc)(CF)(CD)= 1430 psi KCExE R1 FcE (L 1d) 2 295 psi (K CE CP = 1 +FcE /F'c- 1 +FcE /F�c 2. FcE /F'c 2c 2c c = 0.196 F'C=(Fc*)(CP)= 281 psi (f,)2 fa)2 fb (F,c) 2 + (Fb)(CF)(CD)(1 - fa /FcE) = 0.90 < 1.00 O.K. Check Deflection. 5wL 4 (12'%') 3 / 240) d _ = 384EI 0.87 in < 0.93 in OX Check End Reaction: R = 105 lb F„ = 95 psi Use 2-16d 1.5 V A .eq = = F„C D 1.66 in 2 < 8.30 In 2 OX 2x6 DF No. 2 P H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by. HJO 1722A date 9/6/01 Ll�s. 4, 22.02 WALLS Timber Stud - P + M H = 24.0 ft l Bending Loads: C q = 1.2 (0'-15) w _ (10.8pso(1)= 11 plf (15'-20) w2 = (11.6psO(1) = 12 plf (20'-24) w3 =. (12.6pso(1) = 13 p/f Axial Load: P = ((15.5D + 76.2L)(2')J(1) = 183 lb Check Combined Axial + Bending. R1= 134 lb 2x8 DF No. 2 F b = 875 psi R2= 143 lb d= 7.25 in FC = 1300 psi M= 816 ft -Ib A= 10.90 in 2 E= 1.6E+6 psi w eq = 11 p/f S= 13.10 in 3 C(D) = 1.15 = 47.6 in 4 C(Fb) = 1.20 R2 C(F J = 1.05.. &N f a = P = 17 psi f b = M = psi H A S .747.481 Fc* (Fc)(CF)(CD)= 1570 psi KcExE R1 F cE 2 304 psi (K CE = 0.30 ) (L / d) C = 1 +FcE /F'c 1 +FcE IF 2 - — FcE /F'c P 2c .0 2c c = 0.185 F'c= (Fc *)(CP)= 291 psi (fa)2 fb (F, C)2 + (Fb)(CF)(CD)(1 - fa /FcE) 0.66 < 1.00 O.K. Check Deflection: 5wL 4 (12'%') 3 (L / 240) _ d 384E1 = 1.08 in < 1.20 in OX Check End Reaction: R = 143 lb F„ = 95 psi Use 2-16d 1.5 V A req = = FCD 1.96 in 2 < 10.90 in 2 • O.K 2x8 DF No. 2 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530).674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 1 22B WALLS Timber Stud - P + M H Bending Loads: C q = 1.2 (0'45) w, _ (10.8pso(1.339 = 14 plf Axial Load: P = 05.5D + 76.2L)(2')1(1.339 = 244 lb Check Combined Axial + Bending: R,=. 105 Ib _ 2x6 DF No. 2 F b = 875 psi R2= 105 lb d= 5.50 in Fc. = 1300 psi M = 394 ft -Ib A= 8.30 in 2 E= 1.6E+6 psi w eq = 14 plf S= 7.60 in 3 C(D) = 1.15 I = 20.8 in 4 C(F b) = 1.30 C (F - 1.10 R2 C)- P M f a= A = 29 .psi f b= S= 622.105 psi FR1 H Fc* (Fc)(CF)(CD)= 1645 psi KcExE FcE _ (L / d) 2 448 psi (K cE = 0.30 ) CP _ 1 +FcE /F'c _ 1 +FcE /F'c 2_ FcE /F'c = 0.255 2c 2c c Fac= (Fc*)(CP)= 419 psi (fe)2 + fb - 0:51 < 1.00 O.K. (F' c) 2 (F b)(C F)(C D)(1 - fa /FcE) Check Deflection. d _ 5wL 4 (12'%') 3 = 0.48 in < 0.75 in OX (L / 240) 384EI Check End Reaction: R = 105 lb F v = 95 psi Use 2-16d X1.5 V A req = = 1.44 in 2 < 8.30 in 2 OX F v C D 2x6 DF No. 2 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 FOUNDATION project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 23 H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 24 FOUNDATION z' ` +' ° Continuous Footing w / w Load F-1 w = (15.5D + 76.2L)(6.259+(14D + 40L)(139+(11D + 40L)(6.759= 1619 plf WREQ __ 1619 p/f = 1.08 ft Use 18" wide x 18" deep 1500 psf Continuous Footing Saread Footing F-2 P = [(15.5D + 76.2L)(149+(14D + 40L)(13')+(15W)(18.5')](12'). = 27160 lb A __ 27160 lb = 2 Use 5'-0"sqr x 18" Pad A. 1500 psf 18.11 ft p w/ 545 Bars Each Way Continuous Footing w / P load F-3 W= 0 p/f P = [(11D + 40L)(14.5)](4) = 2958 lb Capacity= (1500psf- OpsO(1ft)(2(18in))/(12 '%') = 4500 lb 2958 lb < 4500 lb Use 12" wide x 18" deep Continuous Footing Smead Footing F-4 ' P = [(15.5D + 762Q(6)+(14D + 120L)(3)](8.75) _ _ 8332 /b. A REQ 1500 psf - 5.55 ft 2 Spread FootinF-5 P = [(15.5D + 76.2L)(14')](10) _ A _ 12838 lb REQ — 1500 psf 8332 lb Use 3'-0"sqr x 18" Pad w/ 445 Bars Each Way 12838 lb 8.56 ft 2 Use 3'-0"sqr x 18" Pad w45 Bars Each Way H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE FOUNDATION project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 PM 25 I H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 26 GARAGE FOUNDATION Continuous Footing w / w Load F-1 W = (15.5D + 76.2L)(8)+(14D + 40L)(13)+(15W)(13.5')= 1638 p/f W REQ __ 1638 plf. . - 1 09 ft Use 18" wide x 12" deep 1500 psf Continuous Footing Spread Footing F-2 P = ((15.5D + 76.2L)(13')J(13) = 15497 lb A 15497 lb = REQ - 2 10.33 ft Use 4'-0"sgrx 12" Pad 1500 sf p w/ 545 Bars Each Way Spread Footing F-3 P = ((15.5D + 76.2L)(13)J(7.75) = 9239 lb A REQ _ 9239 lb - = . 16 6 2 ft Use 3'-0"sgrx 12" Pad 1500 p sf w/ 47#5 Bars Each Way Spread Footing F-4 P = [(14D + 120L)(391(13) = 5226 lb 5226 lb A REQ - - 2 3.48 ft Use 2'-6"sqr k12" Pad 150.0 sf p w/ 444 Bars Each Way H. JAMES OKI ENGINEERING Consulting Engineer Yuba"City, CA 95991 (530) 674-7755 LATERAL : I project Robert Deen Residence Butte Meadows, CA. by HJO no. date 9/6/01 27 1 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 North /South ' W(1): Wind= (11.7)(5.5)+(12.6)(5)+(13.6)(2.83')= Seismic= 0.117[54(15.5)+15(9.5)(1)]= - W(2): Wind= (11.7)(0.5)+(12.6)(5)+(13.6)(5')= Seismie = 0.117[54(26)+15(4')(2)+10(4')(1)J = W(3): Wind = (11.7)(8')= Seismic= 0.117(14(26)+15(9.5')(2)+10(9.5')(1)] = Diaphragm 1-3 w = 137 p/f V diaph (137p10(38'/2) — _ 26' F chord = (137 p/f)(38) 2 = 8(26) Diaphraom 1-2 w = 166 plf V diaph = (166plo(24%2) _ 15.5' Fcnord = (166 pIO(24') _ 8(15.5') 166 plf 115 plf 137 plf 183 plf 94 plf 87 pif N' 100 plf 1/2" SP w/8d @ 6/6/12 Unbk'd. (240 #/') 951 lb 10-16d @ PL Splice (1397 #) 129 plf 1/2" SP w/8d @ 6/6/12 lUnblk'd: (240 #/') 771 lb 10-16d @ PL Splice (1397 #) H. JAMES OKI ENGINEERING Consulting Engineer, Yuba City, CA 95991 (530) 674-7755 i LATERAL Roof Level: Line 1 : Vw = (166p10(12)+(0p10(19') = Line 2: Line 3 Floor Level: Line 1 Line 2: Line 3: project Robert Deen Residence Butte Meadows, CA by HJO no. date 916/01 29 Vs.= (115p1f)(12)+(183p1f)(19) _ Vw = (166plo(12) _ Vs = (115PIO(12) _ Vw = (137plo(19) _ Vs = (183plf)(19) _ Vw = (94plo(19) +1992 = Vs = (87p1f)(19) +4857 = Vw = +1992 = Vs = +1380 = Vw = (94plf)(19) +2603 = Vs = (87p1f)(199 +3477 = Total Seismic Base Shear = 1992 lb 4857 lb 1992 lb 1380 lb 2603 lb 3477 lb 9714 lb 3778 lb 6510 lb 1992 lb .1380 lb 4389 Ib 5130 lb Total Seismic Base Shear = 13020 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL Roof Level: project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 30 Line 1: V wind = 1992 lb V seismic = 4857 + 0.117[(15psf)(8')(41')J = 5433 lb V walls — _ 5433 165 plf 3/8" SP w/8d @ 6" cc 5+18.5+9.5 (260 #/) X5/8" dia. AB @ 48" oc (293 p/f)J r = (VI VT)(10/1w) _ (4857/13020)(10/33)= 0:11 Overtu ping (5' Wall) MOT= (165plo(59(89 = 6600 ft -Ib N1 RES = 0.9[(54psf)(6)+(15psf)(89J(5')(5%2) _ 4995 ft -lb T UP = 6600-4995 = 401 Ib Simpson MST4 8 4 # T Total = 401 +' 0 = 401 Ib = (VI VT)(10/1w) = ### Overtuming (9.5' Wall) MOT= (165plo(9.59(18.5) = 28999 ft -lb 'GREs = 0.9[(54pso(6')+(15ps0(18.5')J(9.5')(9.5'/2) = 24428 ft -lb T �P __ 28999 - 24428 = 538 /b Simpson MST48 8.5 # T Total = 538 + 0 = 538 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 31 Line 2: V wind = 1992 lb V Seismic = 1380 + 0.117((15ps0(8')(41')J = 1956 lb 1992 332. plf 3/8" SP w/8d 4" cc V wags — _ @ 6 (380 #/) [5/8" dia. AB @ 32"6c (440 plf)] r=(V/VT)(10/lw)= (1380/13020)(10/6)= 0.18 Overturning (6' Wall) Strap wall to meet 2:1 ratio MOT= (332plo(6')(18.5) = 36852 ft -lb ,MREs= 213((54pso(6)+(15psf)(18.5)1(6')(6'/2) = 7218 ft -Ili 36852-7218 Simpson HD8A T �P = 5 = 5927 /b 7460 # T rota) = 5927 + 0 = 5927 lb Line 3: V wind = 2603 lb V seismic = 3477 + 0.117[(15psf)(8')(269J = 3842 lb 3842 366 plf 3/8" SP w/8d " • V walls — _ @ 4cc 4+6.5 (380 #/) (5/8" dia. AB @ 32"oc (440 p101 r = (V / V T)(10 / I w) = (34 77 / 13020)(10 / 10.5 0.25 Overturning (4' Wall) MOT= (366plo(4')(8) = 11712 ft -lb MREs = 0.9[(15pso(8)I(49(4V2) = 864 ft -lb T„ P = 11712-864 = 3616 lb Simpson MST48 3 4460 # T Total = 3616 + 0 = 3616 /b H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL i Floor Level. project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 32 Line 1: V wind = 3778 lb Vseismic = 6510 + 0.117((15ps0(9.5')(41')] = 7194 lb v watts = 7194 _ 496 plf 3/8" SP w/8d @ 2" CC 5.5+9 (640 #/') ' (5/8" dia. AB @24"dc (587 plf)] r = (V / V T)(10 /I w) _ (6510 / 13020)(10 / 14.5 0.34 Overturning (5.5' Wall) MOT= (496plf)(5.5')(9.5) _ .25916 ft -lb ` MRES= 0.9((15ps0(9.5')](5.5')(5.5%2) _. 1940 ft -lb T UP 25916-1940 = 5328 lb Simpson HD8A 4.5 7460 # T Total = 5328 + 0 = 5328 lb Line 3: V wind = 1992 lb V seismic = 1380 + 0.117j(15psf)(9.5')(26')] = 1813 lb V wars = 1992 = 115 plf 3/8" SP w/8d @ 6" CC 6.33+11 (260 W) [5/8" dia. AB @ 48" oc (293 plf)] r = (V/VT)(10/I w) = (1380/13020)(10/17.3 0.06 Overturning (6.33' Wall) MOT= (115p/O(6.33')(9.59 = 6916 ft -lb M RES = 2/3[(15ps0(9.5')](6.33')(6.33%2) _ 1903 ft -lb T UP = 6916-1903 = 941 lb Simpson PAHD42 5.33 1050 # T Total = 941 + 0 = 941 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 33 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 34 LATERAL East/ West W(1): Wind= (11.7)(5.5)+(12.6)(5)+(13.6)(2.8')= 165 plf Seismic,= 0.117(54(46)+15(4')(2)+10(4')(1)J = 309 plf W(2): Wind= (11.7)(0.5)+(12.6)(5)+(13.6)(5')= 137 plf Seismic = .0.117(54(24)+15(9.5')(2)J = 185 p/f W(3): Wind = (11.7)(8')= 94 plf Seismic;= 0.117[14(469+15(9.59(2)+10(9.5)(2)]= 131 p/f Diaphragm A -B , w = 137 plf V diaph - (137plf)(15%2) = 43 plf 1/2" SP w/8d @ 6/6/12 24' lUnblk'd: (180 #/') Fchord = (137 plo(15) 2 = 161 lb 10-16d @PL Splice 8(24') (1397 #) H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 Floor Level. project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 35 1.713 LATERAL 2313 lb Roof Level.- evel.Line i 4017 lb 2.145 lb LineA : Vw = .(137plf)(12.5) = Vs = (185plf)(12.5) = Line B : Vw = (165plo(13) = Vs = (309plo(13) = Line C: Vw = (165plo(13) = Vs = (309plo(13) = Floor Level. project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 35 1.713 lb 2313 lb 2145 lb 4017 lb 2.145 lb 4017 Ib Line A : ' Vw = +1713 = r Vs = +2313 = Line B : Vw = (94plf)(139 +2145 = Vs = (131 plf)(13) +4017 = Line C : Vw = (94plo(139 +2145 = Vs = (131 plf)(13) +4017 = Total Seismic Base Shear = 10347 lb 1713 lb 2313 lb 3367 lb 5720 lb 3367 lb 5720 lb Total Seismic Base Shear = 13753 lb H. JAMES OKI ENGINEERING project Robert Deen Residence Consulting Engineer Butte Meadows, CA Yuba City, CA 95991 (530) 674-7755 by HJO no. date 9/6/01 36 LATERAL Roof Level: Line A: V wind = 1713 /b V seismic = 2313 + 0.117[(15ps0(9.5')(24')] = 2713 lb V walls — 3/8" SP w/8d 2" cc 2713 582 p/f @ _ 2.33+2.33 (640 #%) X5/8" dia. AB @24"oc (587 plo] r = (V/VT)(10/l w) = (2313/13753)(10/4.66 0.36 . Overturning (2.33' Wall) Strap wall to meet 2:1 ratio MOT= (582plo(2.33')(7.679 = 10401 ft -lb MREs = 2/3[(15psf)(18.59](2.339(2.33%2) _ 502 ft -lb TUP = 10401-502 = 7443 lb Simpson HD8A 1.33 7460 # T Total = 7443 + 0 = 7443 lb Line B: V wind = 2145 lb V seismic = 4017 + 0.117[(15pso(89(389] = 4551 lb V wars = 4551. = 593 p/f 3/8" SP w/8d @ 2" CC 2.67+5 (640 #/) X5/8" dia..AB @ 16"6c (880 plo] r = (VI VT)(10/1w) _ (4017/13753)(10/7.67 0.38 Uplift Analysis (2.67'. Wall) MOT= (593plf)(2.679(89 = 12666 ft -lb M RES = 2/3[(54psf)(6.59+(15pst)(89](2.679(2.67%2) = 1119 ft -lb .T UP = 12666-1119 = 6914 lb Simpson HD8A (6x) 1.67. (79 10 /b) H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 37 LATERAL Line C: V wind = 2145 lb V seismic = 4017 + 0.117('(15psf)(8')(38')] = 4551 lb V _ wars 4551 = 3/8" SP w/8d @ 6" cc - 164 plf 5.5+6.67+15.5 (260 #/') (5/8" dia. AB @ 48" oc (293 plo] r = (VI VT)(10/Iw) = (401 7 /13753)(10/27.6 0.11 Overturning (5.5' Wall) MOT= (164plo(5.5')(8) = 7216 ft -lb MREs= 2/3[(54pso(6.5)+(15pso(8')](5.5')(5.5%2) = 4749 ft -lb T„ p = 7216-4749 = 548 lb Simpson MST48 4.5 4460 # T Total = 548 + 0 = 548 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 LATERAL. Floor Level: project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 no. 04 Line B: V wind = 3367 lb V seismic = 5720 + 0.117[(15psf)(109(389] = 6387 lb V walks = 6387 = 416 plf 3/8" SP w/8d @ 3" cc 2.67+5+2.67+5 (490 #/') [5/8" dia. AB @ 32"oc (440 plf)] r = (VI VT)(10/Iw) _ (5720113753)(16115.3'0.27 Overturning (2.67' Wall) Strap wall to meet 2:1 ratio MOT= (416plf)(2.679(2)(10') = 22214 ft -lb MRES = 0.9[(54psf)(6.5')+(14psf)(13')+(15psf)(189](2.679( 2576 ft -lb T Up = 22214 - 2576 = 11759 lb Simpson HD20A 1.67 13380 # T Total = 11759 + 0 = 11759 Ib Line C: V wind = 3367 lb V seismic = 5720 + 0.117((15pso(10')(38')] = 6387 lb V walls 6387 - 350 p/f @ 3/8" SP w/8d 4" cc — — 3+3+5+7.25 (380 #/) (5/8" dia. AB @ 32"6c (440 plo] r=(V/VT)(10/lw) = (5720/13753)(10/18.2 023 Uplift Analysis (3' Wall) MOT= (350plo(3')(10) = 10500 ft -lb MREs= 0.9j(54psf)(6.59+(14pso(13)+(15pso(18')](3')(3% 3252 ft -Ib TUp = 10500-3252 = 3624 lbSimpson HD5A (4x) 2 (40101b) H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE LATERAL project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 PW 39 'a n H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO date 9/6/01 GARAGE LATERAL North / South W(1): Wind= (19.7)(3.67)+(12.6)(3.5')= 87 plf Seismic= 0.117(54(26)+15(2')(2)] = 171 plf W(2): Wind= (11.7)(6.67')= 78 plf Seismic= 0.117[14(269+15(7.33)(2)]= '68 p/f Roof Level: no. 40 Line 1 : Vw = (87plo(13) = 1131 Ib Vs = (17.1p10(13) = 2223 lb Line 2 :. Vw = (87plo(13) = 1131 lb Vs = (171 plo.(13) _ 2223 lb Total Seismic Base Shear = 4446 lb Floor Level: Line 1 : Vw = (78plo(13) +1131 = 2145 lb Vs = (68plo(13) +2223 = 3107 lb Line 2: Vw = (78plo(13) +1131 = 2145 lb Vs = (68plf)(13') +2223 = 3107 lb Total Seismic Base Shear = 6214 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE LATERAL Roof Level: project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 41 Line 182: V wind = 1131 lb V seismic = 2223 + 0.117[(15psf)(4')(26')J = 2406 lb V waifs = 2406 = 93 plf 3/8" SP w/8d @ 6" CC 26 (260 #/') [5/8" dia.. AB @ 48" oc (293 plf)] r = (V/Vr)(10/Iw) = (2223/6214)(10/26)= 0.14 . Overturning (26' Wall) MOT= (93plo(269(4) = 9672 ft -lb M RES = 2/3[(54pst)(8)+(15pso(49J(26')(26V2) _ 110864 ft -lb 9672 - 110864 No HDs Re 'd ,�.. T "p = 25 = 0 Ib T Total = 0 + 0 = 0 lb Floor'Level: Line 182: V wind = 2145 lb V seismic = 3107 + 0.117[(15pS0(12')(40')J = 3949 lb Y woos @ 3949 238 plf 1/2" SP w/8d 6" cc = _ 6.33+3.5+6.75 (280 #/') X5/8" dia. AB @ 48" oc (293 plot r = (VI VT)(10/1w) _ (3107/6214)(10/ 16.58 0.30 Overturning (3.5' Wall) MOT= (238p10(3.5')(8) = 6664 ft -lb MRES= 0.9((54pso(8')+(14pso(13)+(15pst)(13.339J(3.5)( 4487 ft -Ib 6664 - 4487 S impson PAHD42 T �p _ 2.5 = 871 Ib # T Total = 871 + 0 = 871 lb H. JAMES OKI ENGINEERING Consulti-ig Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE 'LATERAL project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 42 Q' kssvwte Noll. H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 project Robert Deen Residence Butte Meadows, CA by HJO no. date 916101 43 GARAGE LATERAL East i West W(1): Wind = (11.7)(3.67)+(12.6)(5)+(13.6)(1.08')= 121 plf Seismic = 0..117(54(26)+10(2')OJ = 164 plf W(2): Wind= (11.7)(6.67')= 78. plf Seismic = 0.117[14(26'9+10(2'90] = 43 plf Roof Level:. Line A : Vw = (121 plo(13') = 1573 Ib Vs = (164plo(13'') = 2132 lb Line B : Vw = (121 plo(139 = 1573 lb Vs = (164plf)(13') = 2132 lb Floor Level: Line A Line B : Vw = (78plo113) +1573 = Vs = (43p1O(13) +2132 = Vw = (78plf)(13) +1573 = Vs = (43p/O(13) +2132 = Total Seismic Base Shear = 4264 lb 2587 lb 2691 .Ib 2587 lb 2691 lb Total Seismic Base Shear = 5382 lb H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE LATERAL Roof Level: project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 44 Line A: V kind = 1573 lb Vseismic = 2132 + 0.117((15psf)(4)(269J = 2315 lb V wails = 2315 = 89 plf 3/8" SP w/8d @ 6" cc 26 (260 #/') X5/8"dia. AB @ 48" oc (293 p/f)J Line B: V wind = 1573 /b V seismic = 2132 + 0.117((15ps0(4')(26')J = 2315 /b V walls = 2315 = 178 plf 3/8" SP w/8d @ 6" cc 6.5+6.5 (260 #/') X5/8" dia. AB @ 48" oc (293 p/f)J r = (VI VT)(10/Iw) = (213215382)(10113)= 0.30 Overturning (6.5' Wall) MOT= (178p/f)(6.59(4) = 4628 ft -lb MRES = 2/3((15ps0(4)J(6.5')(6.5Y2) = 845 ft -lb T �p _5.5 4628-845 = 688 /b Simpson MST48 4460 # T Total = 688 + 0 = 6'88 /b -41 H. JAMES OKI ENGINEERING Consulting Engineer Yuba City, CA 95991 (530) 674-7755 GARAGE LATERAL Floor Level: project Robert Deen Residence Butte Meadows, CA by HJO no. date 9/6/01 45 Line A: V wind = 2587 /b V seismic = 2691 + 0.117[(15ps0(8)(26')] = 3056 lb V _ walls 3056 - 118 plf 3/8" SP w/8d @ 6" cc — — 26 (260 #/') r = (V/ V T)(10 / l w) _ (269115382)(10126)= (5/8" dia. AB @ 48" oc (293 plf)] 0.19 Overturning (26' Wall) MOT= (118p11,(26)(8) = 24544 ft -lb MREs = 213[(15ps0(13.33)](26')(26%2) _. 45055 ft -lb T uP _ 24544 - 45055 - 0 /b No HDs Re 'd 25 T Total = 0 + 0 = 0 /b Line B: V wind = 2587 /b V seismic = 2691 + 0.117[(15pso(8)(26')] = 3056 lb V woos 3056 422 plf 3/8" SP w/8d @ 3" cc = _ 2:5+2.25+2.5 (490 W) r (5/8" dia. AB @ 32"oc (440 plo](V/Vr)(1p//w) = (2691/5382)(10/7.25) . 0.69 Overturning (2.25' Wall) Strap wall to meet 3.5:1 ratio MOT = (422plo(2.25')(8) = 7596 ft -lb MIRES = 2/3((15psO(13.33)](2.25')(2.25%2) = 337 ft -lb TuP = 7596-337. = 5807 lb Simpson HD8A 1.25 7460 # T Total = 5807 + 0 = 5807 /b 1 I I I �t : 'S 7 t i } a 3 t 1 �t : 'S 7 t i } i t f a P. f� V � ' V :