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072-530-012
Nl I Ox / 7 - 072-53-0-012 01-0169 VANCE, DAN & JACKIE loll EAGLE VISTA DR., Ot Co TR: OWNER _0 GARAGE 072-530-012 00-2654 VANCE, DAN & JACKIE AR? EAGLE VISTA DR Q,(�VILLE CONTR: OWNER I V" NEW SINGLE FAMILY I ;�- 972-530-012 02-0349 0 ALE) !7 # VANCE, DAN &. JACK] E ol� 27 EAGLE VISTA DR., OROV I LE " RENEWAL ori3pol-0169C (C. A R A G F) NOTES 11 Q �i i •r 3� 7 t f� 'r Q �i i SIDENTIAL t/)p Gam- 072-53;0-012 tF 01-0169 ANCE; DAN & JACKIE LEAGLE VISTADR., OROVILLE CO TR: ;OWNER' ' GARAGE r SPECIAL CONDITIONS /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY i I , Address GAS pate Meter By ELE;CTRI Dat Meter r J 1� t v0 ( JOB FINALED !' Signature t CHECKED BY 3� !f �i r: SIDENTIAL t/)p Gam- 072-53;0-012 tF 01-0169 ANCE; DAN & JACKIE LEAGLE VISTADR., OROVILLE CO TR: ;OWNER' ' GARAGE r SPECIAL CONDITIONS /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY i I , Address GAS pate Meter By ELE;CTRI Dat Meter r J 1� t v0 ( JOB FINALED !' Signature t CHECKED BY = OK 0 =Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s AI m. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements -Setbacks -Easements 71 2. Soils; Special MH Support Sketch F mg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Sewer; Location -Test -Fall -C/O -Concrete /1 10. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date 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-Vatve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COV!,L6, CARPORTS GARAGES (Plans) OK except #'s 3. 4. ing Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Wood Awn.; Posts-Beams-Rftrs.-Connectors Sht .-Frg-Bracing 5. AI m. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. arports; Windows -Doors 71 Electric 8. F mg.; Sills-Anchors-Studs-Rftrs-Trusses 9.Aiding; Nailing -Veneer -Stucco -Mesh /1 10. Ro ; Shthq-Roofinq 12. Graced Wall Panels Dae 4 111,00l Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date -Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing dingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance 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: C6U`WTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 •Telephone (530) 538-7541 &RN . (Rev. 12/96) APPLICATION AND PERMIT ,0/-- ASSESSOR PARCEL NUMBER 2_ ZONING M R BUILDING PERMIT OWNER VANCE DAB & JACKIE TELEPHONE 589-5148 SO. FT. OCC. BUILDING VALUATION 1408 U 25,344.00 . OWNERS MAIUNG ADDRESS P10. Box, 689 010,0 E 95965 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 25,344.00 ARCHITECT OR ENGINEER LICENSE NO. $ 20.00 —FilingFee Permit Fee $ 258.50 ARCHITECT O 5 MAI DRESS Plan Checking Fee $ 168.00 BUILDINGADDRESS 1LE VISTA L Energy Plan Checking Fee $ $ PERMIT FEE $ 446.50 LOT NO. SUBDIVISIONS NAMEPARCEL SWEDES FIAT MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 121 Duplex ❑ Mobilehome ❑ Other sPEclry Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New of Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: &ARNI&XT GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Servicezo.A OR "s ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 i certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. —�` / X .,C.�c-��� Date le --:A9 -��� Sigrfaiture of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction,�A of structures over 3 stories in height. Main Service 2IIA TO 1000A 46.00 NEW CONST. WNG OCS OR ADDNS. DWE ( a ACC. OCSCUP. . 3.5QSTO: T. NON•REOSID. MULTI.OUTLET 97.50 FOWER APPARATUS 8 SINGLE OUTLET CSI R. Ex. OCCU OUTLET OR FIXTURES @''0I BAL @ .SO Ex. Occup. ouTIETS R61D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S b9.50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE1 S Mobile Home Installation Fee $ Energy Inspection Fee $ occ U CONST TYPE VN TOTAL FEE $ 516.00 KAZD. FE IMP X FLOOD X CDF X PARCEL X PD D X ISSUE 11,0,1 This permit is hereby issued under the applicable of the Butte County ode and/or Resolutions Indic for ich fees have been By Da PERMIT EXPIRES ON (Dale) provisions to do work paid. Q` p Receipt No. �nq?o] /$516.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � ��•i p}�>. �1�!h!s'-1'�+•.y.v�i�wy' ...�y....�.•...�- - .. �,•^'-�_��s�p�aeygs.tea-�¢r'�+^�.us�•w+yRBAt� �/v�1��W„F_ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ,r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER:I/ ASSESSOR PARCEL NUMBER: Proposed Building Use: _ jC7- Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to perul6t processing an or issuance: Date Received By ❑ 1. All items have been submitted. P1 t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 1. Impact fees as shown on the attached°schedule.----------------- h ------------------------------------------2. California Department of Forestry,�an approval/fees.___________________ ❑ 1� . Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. ----------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 1 . Planning approval for (A) Use: (B) Parking _. Contact Land Development about Improvements,' ❑ Drainage, Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). ---• El 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ❑ 2. Workers' Compensation carrier and policy number. -------------------- N. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). E124. Letter of signature authorization. ------------------------------------------ 5.}Recorded copy of Agricultural Acknowledgment Statement. Letter of intent on building use. ---------------------------------. ❑ 27. Manufactured Home utility clearance. ------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑�2�9�. 33 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ M??'O. Other: IPM01110' � Iwf Ap .t' nt- ✓ lllm.,4 When you issu:��r,-_eMgs follows ❑, Mail to owner, �IaiJ,.to contractor. �elephone and hold fpr pickup at office. C3Deliver with inspector. �-- 2.5-01 (Date) Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, 0 Other: Date: By: 1. Index permit application for the above items numbered: / © ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advise d"of tfie above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: . Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi counter, by Date: Plans reviewed by: Date: Plans approved by: Date: - Q Sets of plans on hold in ❑ Plan •Cabinet, ❑ A.P. folder. Note transfer by: Date: VANCE, DAN AND JACKIE P.O. BOX 689 OROVILLE, CA 95965 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Fie: BuilR1114�ermit2b4° 01-0169 Expiration Date: 2/8/02 A,P,# 072-530-012 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all cQpies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE - office. Thank you for your prompt attention concerning this matter. Yrs very truly, I C. Vieira, C.B.O. ;r, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT Oe' USE - DETACHED ACCESSORY BUILDING PN: ./ ONE: BUILDING PMT. # J J OWNER:�!�!�'�l� PHONE: MAIL ADDRESS: &eol//ts SITE ADDRESS: PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (248) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes: No:y 2. Is the structure already built, under construction, or under notice of code violation? Yes: No: L__1' 3. Will items produced in this building be offered for sale? Yes: No: [/ 4. Will the public have access to this building? Yes: No: 5. Will any advertising, on or off site, be associated with the use of this building? Yes: No: 6. Will this building be occupied at any time as a sleeping quarters? Yes: No: 4-*�_ 7. Will this building be occupied at any time as an eating area? Yes: No: V 8. Will this building be occupied at any time as a cooking area? Yes: No: 9. Will this building be occupied at any time as a living area? Yes: No: SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or leach lines? Yes: No: 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: Ci 12. Do you plan to add a driveway or modify existing access to a county maintained road? Yes: No: [i 13. Will the proposed structure encroach within any recorded easement? Yes: No: C_ CONSTRUCTION FEATURES: 14. Will this building have insulated floor, walls, or ceiling? Yes: No: 15. Will this building be heated or cooled? Yes: No_ 16. Will this building have a water closet/toilet? Yes: No: c� 17. Will this building have a sink? Yes: No: 18. Will this building have a water heater? 19. What type of floor covering will the building have? 4Q Yes: No: 20. What type of wall covering will the building have? ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above infromation 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 offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: COMMENTS: DATE: DETACCFR.WB2 fix, --w., �� st 072-530-012 �s i0�=0349 VANCE, DANW JACKIE }' 127 EAGLE IS TA . j 5.� DR',•fbROVILLE 4 RENEWAL OF BP#01-0169 'IQ (GARAGE_l sr., c . . - i •. E - ' .. v i.r t.i 1 jjjj • Wye w. « ♦• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ;naP�FRr�MIJ��0* (Rev. 12/96) APPLICATION AND PERMITT ASSESSOR PARCEL NUMBER ,. ZONING BUILDING PERMIT DWt�WNCL! IRAN A14D JACKIE ,iE - 14� SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS ! 95965 [ C CONTRACTOR 'S NAME OZER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 258, 50 2 $ 129.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS GA Energy Plan Checking Fee $ PERMIT FEE $ 149.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGED r I SI Rk.NE lAL OF PLIKAIT N0. 01-0169 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Q 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 ProfPssfons'�Code fdf-this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO lOooA 46.00 NEW CONST. DWEUr OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5,sFF rNj0N p�,p, MULTI -OUTLET 97,50 POWER APPARATUS S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 ®':so Ex. Occup. DFuc °S RESS,U.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 - - PERMIT FEE - 3 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 4 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X_ Date Signature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. .r Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 149.25 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSU Thi permit is hereby issued under the Ofa Butte County Code and/or indi teMvr Lhfees have B 1 y PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Dat Date p � -' i 1/, Recei tNo. WHITE-D.D.S.. B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 V� O. (Rev. 12/96) APPLICATION AND PERMIT j ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT DW'ANCE, DAN AND JACKIE 3x9.148 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee 258, 50 Z 2 $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS DRIVE,127 &kGyzE VISTA ! eA Energy Plan Checking Fee $ $ PERMIT FEE $ ^ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE FIRST RENEWAL OF PERMAIT NO. 01-0169 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home TS rG W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 9 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( &ACC. S. SO 3.5¢Fr_ ►N,OONN.RESD. MULTI.OUTLET @7,50 ER APPARATUS ITN GLE ouTLEr cw. Ex. Occup. OUTLET OR FocrURES 20 p 1.00 BAL 9 .SO Ex. Occup. oFIx�LE�oSA A� o OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) VO I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XI.c�_ Date —a Q — Sig tur f Applicant - ❑ Owner ❑ Contractor ❑ Agent An HA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. _. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 149.25 HAZ. D. FEES IMP I FLOOD COF PARCEL PD HD ISS Thi ermit is hereby issued under the applicable provisions of Butte County Code and/or Resolutions to do work Indic ted a r wh ch fees have been paid. By Dat �4Im PERMIT EXPIRES ON 2/403 Date ReceiptNo. s WHITE-D.D.S.-B.D. CANA Y- SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i . - OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. personally plan to provide the major labor and materials for construction of the proposed roperty improvement: YES 19 NO ❑ HAVE M HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGN . PROPERTYOWNER:�-- SOCIAL SECURITY N i E : ATE: 2 - ;7, NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Q R_ OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code- OVER ode OVER er l AAA.. ec h M VerticalTechnology Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Vance Project: Vance Residence Swedes Flat Subdivision Location: Assessor's Map No. 72-53-34 Lot No. 12 Butte County, CA 4 poi2 jr- NUTT E CUUM ft DINVG'DOARTMFSK" APPROVEr 21-5 /-a /:-�> //. Atterf6on: This engineer jqAt respo ible for on site inspection to assure compliance with the standards, sizes, materials, q:orkma ' ip specified herein. This engineer is not responsible for any structural element or system not spe pally noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. ` VerTech Engineering Page: Project: Date: Engineer: Structural Notes 1. General applicable local codes. a) All work shall conform to the 1997 UBC and all b) The Engineer (VerTech Engine any changes be made: from the design as specified is responsible in these calculations twnthout s in the t e written applans only. proval from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. pecifically noted c) The drawings and h�W thelons represent the me, unless s thod of con truction. Thecontractor is responsible -for the method of otherwise, do not stect the public, construction, and shall provide n 1 Such measures hall l measures necessary to forming, shoring, bratcing scaffolding, pro the structure during construction. etc.. . the d) If a particular feature of construction is not haractei as fully oconditions drawings rge shown on the designs, then it shall be constructed. in the same c documents. any e) Any conditions not�edas exist f lthe enginee ng must befiwit out pro eeding with constru eld verified by the contractor, cion pnlor to the ev ewsof be brought to the attention the Engineer. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility oft e contractor or owner. 2. Site Work a) Assumed maximum soil bearing = 1000 psf per C Table expansive soil. Engineer has not . b) Building site is -assumed to be drained n conditions o clay or red must be brought to the attention aof the geotechnical review of site, any e Engineer. c) These calculation; assume stable, undisturbed soils and level or stepped footings. Any other conditions should be brought to the attention of the Engineer prior to the construction of the foundations. d) All footings including retaining wall footings, spread footings, wall footings, and grade beams shall bear on undisturbed soil with a footing depth below frostline. (12" to 24" as per local requirements) e) Bottom of all foundation trenches shall be clean and level. f) All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet horizontal. g) This engineer has not made a geotechnical review of the building site and is not responsible for genera site stability or soil suitability. h) Foundations shall not be scaled from plan or detail drawings. 3. Fill and Backfill a) Fill material shall be free from debris, vegetation, and other foreign substances. cted to 90%relative density u. b) Backfill at foundation walls shall be compap p c) Use 4" diameter perforated pipe sub -drain behind all retaining walls. Sloe pipe to drain to daylight. -VerTech Engineering Project: VCML>u- Page: 2 Engineer: T„ V� Date: 04 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Concrete shall contain 5 sacks of cement per cubic yard with slump between 3"-5". c) All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. d) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTN4 C-227; 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45%by weight. e) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter 19. f) Concrete shall be air entrained a minimum of 5% and a maximum of 7%. g) Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95° o relative compaction. 4" slabs on grade shall be reinforced with #3 bars at 15" on center each way at centerline of slab. h) Saw -cut top 1/4" of slab for crack control at intervals not to exceed 20'. i) Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. j) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to'soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 ''/z" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4 k) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. 1) #5 and larger rebar shall not be re-bent. m) All reinforcing steel. and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. 5. Masonry a) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open end bond beam units. b) f in min shall be 1,500 psi with compliance verified as required per UBC section 2105.3. c) Each cell shall be completely felled with grout conforming to ASTM C279 Type S with a minimum strength of 2,000 psi. d) Lap reinforcing the greater of 60 bar diameters or 2'-0". e) Locate anchor bolts within 2" of the center of a cell. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. 6. Framing/Lunnber a) Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. Edge nailing shall apply at all panel edges, over blocking, walls, and drag members. b) Floor sheathing shall be T&G APA rated sheathing. Thickness shall be per APA load tables based upon floor live load and framing spacing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be in conformance to accepted practice for such connections. d) Where hold downs are required at foundation level of a multi level wall, studs anchored by hold down shall be strapped with Simpson MSTC40 to studs above at any level split U.N.O. VerTech Engineering Project: VQY)C(�, _ Page: 3 Engineer: is Dater,.Ai- e) Ai e) All blocking over shear walls shall be attached to shear wall with -Simpson A35 clips at 48" o.c. U.N.O. f) Sheathing shall confirm to APA, PSI. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they are structurally equivalent. g) Minimum nailing requirements shall be per 1997 UBC Table 23 -II -B-1. h) Continuous blocking shall be provided overall bearing walls, shear walls, and mid -span of floor joists and roof framing u.n.o. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and may be increased as per manufacturers recommendations. i) Unless specifically noted on plans or in calculations, headers shall be 6X10 or 4X12 DF -L (l) #2. Where opening is greater than 5'-0", (2) trimmers shallbe used. j) Manufactured "I" joists (such as Truss Joists)shall be installed per the manufactures recommendations using.a deflection limit of L/480. Use a manufactured rim board (such as timber strand) with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). k) Sawn floor joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R respectively. 1) Provide double floor joists under partition walls running parallel to joist span and under all locations where tubs may be located. Adequate support for all other equipment or furnishings including but not limited to: hot water heater, stove, refrigerator, oven, fire place enclosures, wood burning stove, etc... shall• be provided by contractor or owner. m) Sill plates shall be pressure treated Douglas Fir or Hem Fir with 5/8" diameter anchor bolts located at 6'-0" o.c. u.n.o. and V-0" maximum from end. n) Where anchor bolts have been incorrectly placed, use Hilti Qwik-Bolt of same diameter with 6" embedment in concrete. Install per manufacturers recommendations. o) Splices and joints in double top plate of:stud bearing wall shall occur at the center line of supporting stud. p) Top plate splices of stud walls shall be 48" long with (12) 16d sinkers each side of each splice u.n.o. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 u.n.o. q) Fire block stud walls at mid -height or more as required by good construction practice. r) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact: sj All posts shall be DF-L(N) #1 u.n.o. t) Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. u) Where posts with column caps or bearing plates are specified, the load is to be transferred to the foundation by vertical grain only, u.n.o. v) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at16" o.c. u.n.o. w) All framing lumber, shall be Douglas Fir Larch, u. n. o. x) Glue -lams shall be 24F -V4 u. n. o. with Fb = 2400 psi and Fv = 190 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. Glued laminated fabricaton shall be performed in an approved fabricators shop in accordance with UBC 1701.7 and UBC 2304.4.3. Beam inspection certificates shall be submitted to the field inspector prior to completion of frame inspection in accordance with UBC 1704.6.2 y) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min., z) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) aa) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor level continuous down to the foundation. ab) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. ac) All framing members specified in these calculations are minimums, larger members may be substituted at contractors option. VerTech Engineering Project: Von Cc, Page: Engineer:_ Date: ad) When using "green"or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which could cause settlement of roof and or floors and could lead to failure of associated framing members. The contractor shall take all measures necessary to protect framing from the effects of shrinkage. Any system used to alleviate the effects of shrinkage shall be reviewed by this engineer prior to use. This engineer shall not be responsible for damage to framing members due to the effects of shrinkage. 7. Hardware / Structural Steel a) Holes for through bolts shall be drilled 1/16" oversize. b) All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood. c) Bolts and lag screws shall be ASTM A-307 u.n.o. and provided new and without excessive rust. d) All bolts and lag screws shall be tightened upon installation and re -tightened before closing in or at completion of job. e) Lag screws shall be .screwed, not driven, into place. f) All hardware called shall be Simpson Strong Tie Co., installed as per manufacturer's recommendations. g) Structural steel shall. conform to ASTM, A36. Pipe members shall conform to ASTM A501. h) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. i) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi j) Provide 2X2X3/16" plate washers on all foundation anchor bolts. 8. Design Loads a) All design loads are per UBC chapter 16, divisions I, II, III, and IV u.n.o. b) Roof Live Load/Snow Load: 26 psf c) _ Seismic Zone: 3 4 d) Wind speed: 75 mph Exp C 0 i PROJECT DATE /DU .� c. Michael Hubley - ENGINEER_ M _ CIVIL ENGINEER PAGE DESIGN OF L ,F,..1 �::�„ L. <�::c:►4. C .5, pr. PROJECT U,r - Michael Hubley ENGINEER- P _ CIVIL ENGINEER DESIGN OF uo wln� c; cc = O.%. 1.0 P9 = 3 -3- .Ps -C. L L (pj) = 2 p s z DATE PAGE 1997 UBC Wind Loads VerTech Engineering Project: Vance Date: ,11/30/2000 Comments: Wind Speed: 75 mph Importance: 1 Exposure: C 0 One Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 12.3 ......................._........................................ 13.1 13.8 ..............................................................................................................-7..� ..Leeward Wall 86 .......... Roof Leeward or Flat Roof -18.4 -19.6 -20.7 ............................................................................................................................................................................................................ Windward Roof Slope <2.12....•...•.•.• -18:4 -19.6 ••• -20:7 •. ..................................................-21:5 4.6 2:12 to <9:12 -22.9 4.9 -24.1 5.2 ......................................................................................................................... ..........................6..............................6.9............. 9:12 to 12:12 6.1 .......................6:5...........................2................ ...............................................................................................................'10.7 >12:12 11 4 12.0 ............................................................................................................................................................ Wind Parallel to Ridge -18.4 - 19.6 0............... - ......................................................................................................................................................................................... Method B On Vertical Projected Area Structure <= 40' High...•.•••.••„ 19.9 ................................................................................................................................ 21.2 22.4 ...r ....... 0'........ Structure >40' H 21.5 22:9 -... 24.1 ....................... On Horizontal Projected Area -18.4 `_.-19.6 :...................................................... 20.7 ......................... •Elements and Components not in areas of discontinuity Wall Elements All structures 18.4 19.6 20.7 ........................................................................................................................................................................................................ Enclosed and Unenclosed .Structures -18.4 -19.6 -20;7 • Partiall ....Enclose.d.........................................................-24.5....................._26.2.................... Y........C........!d 6......................................... _27.5 . .. ................ ........................................................................................................... Parapet Walls -19.9 19.9 ....................................................................................................................................................... -21.2 21.2-22.4 22. Roof Elements Enclosed and Unenclosed Structures Slope <7:12.•..•..•...-19.9 -21.2 -22.4 .............. 7:12 to 12:12 ;19.9 19.9 ............................................................................................ -21.2 21.2 -22.4 22.4 ........i;....4.......................................................................................... Partially Enclosed Slope <2.12••......... -26.1 ..........................................-24.5.....12.3 -27.8 .....-26.2 .....13.1.....-27.5 -29.3 .....13.8... 2:12 to 7:12 .............................................................................................................................................................7........................................ >7:12 to 12:12 -26.1 26.1 ............................................................................................ -27.8 27.8 -29.3 29.3 ........................................................................................................... Elements and Components in areas of discontinuity Wall Corners -23.0 18.4 -24.5 19.6 -25.8 20.7 .......................................................................................................................................................................................................... Roof Eaves, rakes or ridges without overhangs -35.3 Slope <2.12...••..•„ -37.6 -39.6 ................................................................................................................................................................ 2:12 to 7:12 -39.9 -42.5 -44.8 ........................................................................................................................................................................................................ >7:12 to 12:12 -24.5 -26.2 -27.5 . ..Slope,.<2:12 at,overhangs, canopies...............................-42.:9.....:..............:45:8....................-48:........... 1997 UBC Static Seismic Forces VerTech Engineering Project: Vance Residence Date: Comments: Units: Kips & Feet (UNO) Zone = 3 T = 0.137 0.137 Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic' Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 13 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS t 0 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) P = 9939 TA = Ct(hn)"" r= max element/story shear ratio Max TB = 1.4'TA 1<p<1.5 <1.25 for SMRF _ 0 =1 Zone 0, 1,2 VEQ = (Cv'I'W)/(R'T) Ab= ground floor area of structure Ft = 0.07'T'V (If T<.7, Ft=O) Ft = 0.00 MIN V 1%M V USE 71'r C- a I 2.5*Ca*I/R EQ: V/W: V: T = 0.137 0.137 RT = 0.7170 0.7167 rVE Q = 43552.3 43529 Ft = 0.00 MIN V 1%M V USE 71'r C- a I 2.5*Ca*I/R 9939.0 0.0396 0.1636 2405.3 9939.1 no LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ --EVEQ MOT Diaphragm ROOF 10th 9th 13 0 0 13 0 0 60739 0 0 789607 0 0 9939.0 0.0 0.0 9939 9939 9939 129207 129207 129207 10933 0 0 8th 0 0 0 0 0.0 9939 129207 0 7th 0. _ 0 0 0 0.0 9939 129207 0 6th 0 0• 0 0 0.0 9939 129207 0 5th 0 0 0 0 0.0 9939 129207 0 4th 0 0 0 0 0.0 9939 129207 0 3rd 2nd 1 st 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 9939 9939 9939 129207 129207 129207 0 0 0 i ouiow I •10tywi � 1 Y � � PROJECT ¢; - Michael Hubley ENGINEER_ `#' _ CIVIL ENGINEER DESIGN OF LaA-c,,,rG L DATE AIAX PAGE vols, 1:. L,c J Coo) e ► YY-, < �q9 I 2 5 21 (ompl-w "w� I'J', vii I 1 to W 7.2 `-i H- V`// PROJECTMichael HUbley DATE ENGINEER _A^ ii.. CIVIL ENGINEER PAGE r DESIGN -OF 1p IL,... �d (� S VV. r I y i 0 �� �: �� ,.� .3 3'--��i r P �VvSC 1 L-1 i C:; kb C Vena x.> >> OK I I `cel l� > no enc;- Upvt � � . 1 DATE /7/0 L) PROJECT - Michael Hubley ENGINEER ' _ CIVIL ENGINEER PAGE DESIGN OF L ov- -cx cA 0 , cot'i V `-" ' W. "S No .1 H �.,�, a. -' -- ► 1 &2) �b �N. 1 'Z _ 2(� � ( LA0 1 3m) 12 VerTech Engineering Project: 1� e�-b . Page: Engineer: Date: Z/ou nncinn of • Chpar Walls Framing Panel Shear Walls Resistivei A35 Sill 1/2" Dia. Sill A35 Clip I Lateral Wall Attachment Attachment L ad/ft Edae Nail Sill Plate A.B. Saac Nailing Spacing 17.33 I 17.33 I......._1.7 0 Ib/ft Load Length Length Len t Wall (lbs) im im u 1 3064 .......... 2�....................... 21.........................1........... 2.X ........... .......................................................... 2 6965....................30.......................30........................:30......... ..... . ......................6....................... 3024 .................................. 3 1 7244 .................... . 24...................... 24....._................. 24......... .......................................... 4 3343 22 ......................22........................22......... 17.33 I 17.33 I......._1.7 0 Ib/ft in I size u in u 1.46 :7.....................l. 5................. 3.: �......., ......................s.......................2X....................5 2.3.2 2.X ........... 3..16 ......... 9.....................1.9........ ......................6....................... 3024 2X ....................7....................l..:5...... ................ .................................................................................... .52......................6.......................X....................5:4...................l.4.................3.:�...... .37......................6.......................X.............:......6:�...................16.................3:.3....... 248 6 2X ---- .........3:3....................9.......................:.8...... • S C.w��� 3� L.,2tln 13 Veffech Engineering Project: _ Page: Date: 17,40d Ud Engineer: l _ Design of : Shear Walls Stability Overturning Overall Gravity OT OT Rig Net + Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT IN M/D u Wall u It L1 Mzm Lj!?J u im Ll LftIbI (ft . .................................... 24512 ............. 14112 .............. 8.................. 44.. .�........................ 212256....................3528.............1.297 .......... . ........................................ ................... 14 208 0'25538.320384............514................ 14 ........... ........... 1.0..............3250320384 .1 .... ........01� ...................... 4................x44 !0 72440414721463 ........... .......... ......� ......... ...................... 4 ................ 72aa0414721463............. ........ ......... ... .3..................... 4 .................. 22 .............................. 144 110 3343034848..............94...................2.Z.......................0............... 33430344 94 ......... A.. .......... 29644.16 .......... -1788 ..............:...................... 55 12 ............... 90586 ...... ..... 597 .........................................1.1.4.8................................4.4244................................. BC 15 424 x............4 4982....'1267 ... .................4.......................8..........._79233392........... 1218 .... . PROJI CT cxV-1cMich I Hubley DATE ENGINEER— / v �� CIVI ENGINEER. PAG D E I G N O F ?6c�w�Y� E`er rp y� , y 83 Hr -r -r- -I I- �r1 6=6a=Ja1A_6= i. k' i a i dl B-2 - ----- 4 - - a�aTa�e�E��3� �r-� �j `^rJ �.. � to � � — C��=i _.� •• � see At -e- cC., =Ll D 1'--1 1- a-� a �d-I is -�4 1 \01 �.�3q O(DI b E _ . 2 �31-I I._._(0x_12 Al ;T A;, Zo' _ I LI L M = ► , 2 �3 �a tb _ F -yy PROJECT .._ r�Lt Michael HUbley DATE PAGE S ENGINEER _ CIVIL ENGINEER t1=cz1rN nF P�&rtv, Room (-,l e_r 10 .1(0%2.) 15') _2 (o 4. 1(oI�<>.. (q' 12 � 1 �' i (2U') � 2�0 � � i -► I b�s-� � --��-13�`�� �b U q I) ( 2U') (2(o�j s -( 6 .c-) C5 (q') (20') ( 2(op,a _ ����, �) ---� ��(00►h (q') (2U') C 2(os -r ► I b� c-.> ___ ,� scaUib Z') (2'�') 2C� �5 4 I(o (o i�o I Ire ool > (2(6 1 , -F k 1 �o P s .�...) -----� I I ,1(00 . . Z') (2'�') 2C� �5 4 I(o (o i�o I Ire DATE PROJECT _ �r' -- Michael `Hubley ENGINEER__ 1 CIVIL ENGINEER PAGE �O DESIGN OF beoml 'r-bs +' I 0c-: (Th') (2(--)') c 2� -� Ps�~� � �b �. 1. �)i�'c: O Gd Tr u s Sp or -1-" L4 � (o D F - *-I aorc.�l C-1 %, ca�Y y -x LA DDF1:1 F3 �-1 x (o y x (o D F F Io \-Z �3 Ll -4q 0,� F 2. Beam Sizer Design Program.. VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Garage Door []valley Beam Slope of roof 5 :12 Select Beam Width 3.5 in ❑ Round Member Dead Load 16 Sf DF -L (N) #1/#2 Dim Q Horiz. Member Live Load 26 psf 1113 psi DL + LL Deflection Criteria 240 (Ln Fb' 109 psi Length of Beam 16 ft Fv' Width tributary to beam: 5 ft 16 ft Height Required 11.3 in Unbraced Length CD 1.15 CIF 1.20 A Req'd 24 in^2 CM 1.00 Cv . 1.00 S Req'd 75 in^3 Ct 1.00 Cfu 1.00 1 Req'd 250 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI_ 0.95 Fbe= 2147 le= 29.4 RB= 18.1 Fb*= 1173 Total Uniform Load 217 plf Mmax 6933 ft -Ib Vmax 1733 Ib El Req'd 399 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Porch Girder Valley Beam Slope of roof Dead Load Live Load DL + LL Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.15 CF CM 1.00 -CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 39406 le= RB= 4.2 Fb"= Total Uniform Load Mmax Vmax EI Req'd 5 :12 Select Beam Width 5.5 m Member 16 psfE]Round 26 psf DFL (N) # 1 0 Horiz. Member 240 (Ln Fb' 1492 psi 9 ft Fv' 98 psi 20 ft 2. ft Height Required 10.9 in 1.00 A Req'd 60 in^2 1.00 S Req'd 71 in^3 1.00 1 Req'd 178 in A4 1.00 Controlling Design Shear 1.00 4.1 1495 867 plf 8775 ft -Ib 3900 Ib 284 "10^6 #-in^2 A Beam Siler Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Porch(back) Girder ❑ valley Beam Slope of roof 5 :12 Select Beam Width 5.125 in El Round Member Dead Load � 16 sf psf Glue Lam z4F-v4 � 0 Horiz. Member Live Load 26 p 2749 psi DL + LL Deflection Criteria 240 (L) Fb' 219 psi Length of Beam 14 ft Fv' Width tributary to beam: 20 ft 2 ft Height Required 11.2 in Unbraced Length CD 1.15 CF 1.00 A Req'd 42 in^2 CM 1.00 Cv 1.00 S Req'd 93 in^3 Ct 1.00 Cfu 1.00 1 Req'd 595 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 37512 le= 4.1 RB= 4.6 Fb*= 2760 Total Uniform Load 867 plf Mmax 21233 ft -lb Vmax 6067 Ib EI Req'd 1070 *10^6 #-in^2 2D Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Family Room Girder valley Beam ,Slope of roof 5 :12 Select Beam Width 3.5 in El Round Member Dead Load 16 psf 26 psf DFL (N) #1/#2 Dim � Q Horiz. Member Live Load DL + LL Deflection Criteria 240 (LJ) Fb' 1264 psi Length of Beam 4 ft Fv' 109 psi Width tributary to beam: 20 ft 6.8 in Unbraced Length 4 ft Height Required CD 1.15 CF 1.30 A Req'd 24 in^2 CM 1.00 Cv 1.00 S Req'd 16 in^3 Ct 1.00 Cfu 1.00 1 Req'd 16 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 0.99 ' Fbe= 12800 le= 8.2 RB= 7.4 Fb*= 1271 Total Uniform Load 867 pif Mmax 1733 ft -Ib Vmax 1733 Ib EI Req'd 25 *10^6 #-in^2 I1 Timber Column Design Values, Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E - d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity (Ibgl le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20. 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 '6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 22- Timber 2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) CP Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 '2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 .4443 20 0.10 100 1223 1922 2622 3321 4020 21' 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 .25 0.06 64 789. 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1.598 1935 30 0.04 45 551 865 1180 1494 1809 VerTech Engineering Project: V _ Engineer: Desian of: - Foundations Soil Bearing: 1000 psf ■b Page:�� Date:/ Rt., :oncrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 mntimueus at - J v' flasonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. ;ontinuous footings: (fc' = 2500 psi) Width Thickness Ca ID Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings: (fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'4" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB ' F5 5'-0" Sq. 12 (7) #4 .25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'4" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. VerTech Engineering Project: .IC _ Page: 2 Engineer: (%- Date: Desiqn of: Floor Framing :loor Loads DL= 10 psf LL= 40 psf -loor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply -face grain perpendicular to framing, stagger- panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. =Ioor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. A VerTech Engineering Project: t/N-Page: M(� Engineer: Date: Design of: Roof Framing Roof Loads DL= 16 psf LL= 26 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6"' O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 26 psf T.C. Dead Load'= 8 psf B.C. Dead Load = 8 psf Total Load = 42 psf Rafters: Live Load = 26 psf Dead load = 16 psf Total Load = 42 psf Typical Headers (uno) Use 4X10 DF#2, use (2) trimmers min. at all openings larger than 6-0". PROJECT ._ F ���• Michael Hubley ENGINEER- $ _ CIVIL ENGINEER DESIGN OF Gewv&ro I Loads:; (Car Po( A' ) OL �I �f acs 1...1.E s . DATE' PAGE _- VVu11 DL.. IUB.. wCA\ wa s ^ Ty-, �D . � � �. ��-� �� = c � � -�-' 3 I H I) 21 ,�1(0 5 I to PROJECT '�P'%w•E� • _ ENGINEER_ _ DESIGN OF LoAc•Y o I Michael Hubley CIVIL ENGINEER DATE PAGE vVc�11 1 — �22 ►q .G�s�) wll B ��) (1� (.:►) - °,cru 1b 1 -Ou 1h >> 2 (6116. II �'1� 1997 UBC Static Seismic Forces VerTech Engineering Project: Vance Garage Date: 12/4/2000 Comments: Units: Kips & Feet (UNO) Zone = 3 .Soil type = Sd Sail Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient . Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 8 HEIGHT TO ROOF) Ct = 1 =.020 FOR ALL OTHERS P= 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)°'* r= max elemerit/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) Ft = 0.00 STORY HT -- EQ: T= 0.095 0.095 Cvl/RT = 1.0320 1.0335 V/W: VEQ = 21247.0 21278 V: Ft = 0.00 LEVEL. STORY HT 11 *Ca*I 2.5*Ca*l/R , 3369.0 0.0396 0.1636 815.3 1 3368.9 LEVEL. STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VIEQ MOT Diaphragm ROOF 8 8 20588 164704 3369.0 3369 26952 3706 10th 0 0 0 0 0.0 3369 26952 0 9th 0 0 0 0 0.0 3369 26952 0 8th 0 0 0 0 0.0 3369. 26952 0 7th 0 0 0 0 0.0 3369 26952 0 6th 0 0 0 0 0.0 3369 26952 0 5th 0 0 0 0 0.0 3369 26952 0 4th 0 0 0 0 0.0 3369 26952 0 3rd 0 0 0 0 0.0 3369 26952 0 2nd 0 0 0 0 0.0 3369 26952 0 1 st 0 0 0 0 0.0 3369 26952 0 I Lu.700 I I D•► I VY PROJECT` Michael Hubley ENGINEER 1c _ CIVIL ENGINEER DESIGN OF LoA--cy-a� I MW DATE$ _ PAGE i 1_MCI TCA �I UOLd Wal I # d Vii�r,c� i 16 .` ,i � c . _, . —ro A s g q5S �cU-2-�22 PROJECT _ 'AA u -" ENGINEER 1 •1� , _ DESIGN OFc� Michael Hubley CIVIL ENGINEER W la 1 A - (12') 3�y -2, 1,Ll DATE PAGE 1030 - Ib 11 k VerTech Engineering Y� Project:. +`Y" Page: Engineer: /'' Date: Design of: Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment 1/2" Dia. Sill A35 Clip Load Length Length Lencith Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing Wallus u Ll u am in size M. 0n M .'!°`................ 1030 58:75 58.75 ............................................................................................................................... 58.75 18 6 2X 6.0 126 25.7 ..............B..........................1030.....................0:�....................�.:�.......................�.:7........................93......................6.......................�X....................6: �...................23.................4.:�......... :...... �......................... 2348.................... 24...................... 24........................ 24........................98........................6.......................2.X....................6.0..................23.................4•.6......., 2 2348 24 24 24 196 6 2X _6:0 ..................23.................4..6........ k o VerTech Engineering p Page: Project: Engineer: !-`, Date:i1t� Design of : Shear Walls Stability Overturning Overall Gravity OT OT Righting Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wall u Ib/ft IfU ft -Ib) ft -Ib u L1 LM j!t� I.ft! Lel A 824o....... 327898.....:4883..... ......................59.................1.90.....;............8..................8240..........327898........-4883...........58.75.................8...,............. :........ 8 3................._1, 90................. 8................. 2060.........677.246..........543...............2:..7................... 8................. 4.1.1.2 ....... 677..............1312..... ........................ a................18784.........1.17792........-3635...............24.....................8..................87"***. ...1177..... ...'36...... ......1......................24................409................. 2 24 409 8_ -18784........11.7792........-3635 ...............4......................8................37566.......117792.......-2852.... PROJECTVCa�1C 'C _ DATE v - Michael Hubley. ENGINEER— A V/ /A � � CIVIL ENGINEER PAGE DESIGN OF Beo vyn c �r -_L -�-�; b � i 2 � � L = � cam' M �.. ► y , ��� -� -� � ��, x v V� Jzl r r Ll 10Y� 1 S S r% tErA l L -Y' p" )1 V21ry s N 9 Beam Sizer Design Program VerTech Engineering Project: Vance Date: 12/4/2000 Location: Carport Opening []valley Beam Slope of roof 1 :12 Select Beam Width 3.5 in C] Round Member Dead Load 12.5 psf Microlam � Q Horiz. Member Live Load 26 sf P DL + LL Deflection Criteria 240 (Ln Fb' 2587 psi Length of Beam 16 ft Fv' 285 psi Width tributary to beam: 12 ft. Unbraced Length 1.3 ft Height Required 11.6 in CD 1.00 CF 1.00 A Req'd 19 in^2 CM 1.00 Cv 1.00 S Req'd 69 in^3 Ct 1.00 Cfu 1.00 1 Req'd 449 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 27372 le= 2.7 RB= 5.5 Fb*= 2600 Total Uniform Load 463 plf Mmax 14801 ft -Ib Vmax 37001b EI Req'd 863 *10^6 #-in^2 BearYi Sizer Design Program VerTech Engineering Project: Vance Date: 12/4/2000 Location: Rafter Spacing ❑ valley Beam Slope of roof 1 :12 Select Beam Width 1.5 in C3Round Member Dead Load 12.5 psf- 26 psf DF-L.(N) #1/#2 Dim E]Horiz. Member Live Load DL + LL Deflection Criteria 240 (Ln Fb' 1psi Length of Beam 24 ft Fv' 109 psi 10 Width tributary to beam: 1 ft Unbraced Length 1 ft Height Required 10.7 in CD 1.15 CF 1.10 A Req'd 6 in^2 CM 1.00 Cv 1.00 S Req'd 27 in^3 Ct 1.00 Cfu 1.00 1 Req'd 151 in^4 Cf 1.00 Cr 1.15. Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 5967 le= 2.1 RB= 10.8 Fb*= 1237 Total Uniform Load 39 plf Mmax 2775 ft -Ib Vmax 463 Ib EI Req'd 244 *10^6 #-in^2 M + RESIDENTIAL 072-530-012 00-2654 VANCE, DAN & JACKIE j /,X7 EAGLE VISTA DR. , OROVILLE CONTR:OWNER NEW SINGLE FAMILY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Datet&: Meter By ELECTLC Date Meter By JOB FINALED (Date) Signature CHECKED BY .t yy. i Ea 1' { RESIDENTIAL 072-530-012 00-2654 VANCE, DAN & JACKIE j /,X7 EAGLE VISTA DR. , OROVILLE CONTR:OWNER NEW SINGLE FAMILY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Datet&: Meter By ELECTLC Date Meter By JOB FINALED (Date) Signature CHECKED BY ✓ = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except ti's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ti's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carpons; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) Date Uqderfloor (Plans) OK except #'s onin - etbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth ig., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Porches & Decks; Soils -Steel-/ P' Ftg. Depth em alls. Main; Steel-Blockouts-Wrapped i tem ails, Garage; Steel-Blockouts-Wrapped /old Downs and Special Anchors V 17 7. Slab, Steel -Wrapped 8. Pie fireplace Ftg.-Steel D. .; Fall -Fitting -Test -2 Way C/O -Sewer Test ® U , Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe, Test -Anchors -Regulator -Service Test 12. EI ric Underground Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #'s W ter Htr.; Vent -Access -Combustion Air Baffle WO-11"'pe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s FijUwe & Transformer Clearance -Ins. Protection lec. Receptacles SDacina-Liahts & Switches at Doors Size Boxes & No. of Conductors Stapled Ramex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30 u or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No ise? Conductors & Ground Main Disconnect 32. Equip. Clearances Pane-Is-Motors-Mech. Equip. Cloth s Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gam9e; Above Floor-Mech. Protection 156"A.C. Ducts Insulation & Support b., Elec. & Mech. Equip. Listed for Location 78. Vent Fan, Exhaust above insulation 7 ation-Foam-Looked in Attic ensate Drain & Overflow, Size & Grade Guard Rails & Deck Construction -Post Caps 81. 38. Fur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,FRAMING (Permit) OK except #'s S s Proper Materials & Anchors Wa is Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs 5 eaders & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors ling. t-Rftr. Ties-Purlin-Roll Brac.-Truss -Shting.-Rfr(g. treplace Ties or Type A Flue -Fireplace Throat Clearance Z� ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdr Windows or Exiting Doors -Sill Ht. & Dimensions a e Fire Protection Framing P erty Line Firewall & Openings 3. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers 1980. a g- ailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _4474 -Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 6 all P nels ulaation- ei rings �- 62. Infiltration -Walls -Windows Date D / Card B-1:Zlq-Date Card B-1 Date Z Card B-1 Date Card B-1 Date AL (Plans) OK except #'s .60"Ext. Steps -Door & Sidelight Protection -Landings 64.oke Detector Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. B room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 68. Trim & Subpanel, Breaker Sizes & Labels 9. Stairs & Rails 70. ace or Stove, Clearance -Hearth 1. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 2,5_E1erc. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75._f C Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gam9e; Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 ation-Foam-Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clear Looked under Floor 17 Yes Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. VA&erWell, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 9. Glass Protection rrec, ns from Previous Inspections -t / 91C-Gieest-Njaters 92. Tagged, Gas -Electric Wat Sewer Connected -C/O to Grade -HD Approval 93,06nerov Compliacce Certificate -Other Certificates 94. Address Date r -L, u' it Card B'1%�� Date Card B-1 Date k I Card Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE 1 - - BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 Opunty Cenfer'Drive • Oroville, CA • (530) 538-7541 ti CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any ques ' ns pertaining to this matter, or need additional explanation, please co act this ffice imme ately. t 11 v fes. .wz .0 t ` S t t Date�3/53D i Inspector NM REV 10/ CERTIFICATION OF INSULATION " +- 'ADDRESS OR TRACT•` �;: " a~_ SACRAMENTO INSULATION "CONTRACTORS, ; '� • Q . C M LOT ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202 026 � �� LYJ�'�09 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 - ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 � ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #1067 DATE IN U TI N ETED _ Q ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) ` TYPE OF INSULATION' TYPE OF INSULATION ' - TYPE OF, INSULATION• MATERIAL MATERIAL MATERIAL •• FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. t MANUFACTURER' s c -MANUFACTURER; _ ;.;', MANUFACTURER., OCF OCF OCF BAGS R - VALUE ' - APPLIED R : VALUE APPLIED:' . MINANSTALLED,, R - VALUE',' ""' - APPLIED' ss INSTALLED THICKNESS : ` a 'INSTALLED • THICKNESS WEIGHT PER • SQUARE FOOT 'INS INSTALLED - THICKNESS, - " KNEE WALLS IF R -VALUE IS OTHER THAN WALLS -ABOVE , •: '' MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF _. - -AIR INFILTRATION SEALANT ' ,�;. I MATERIALMANUFACTURER I W R GRACE THIS IS TO CERTIFY,THAT INSULATION AND/OR SEALANT, HAS BEEN INSTALLED IN. CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SI NATURE—INSULATI O T ACTO TITLE OAT if • at� MANAGER 1 Of SIGNATURE—GENERAL CONTRACTOR TITLE DATE } REMARKS: T if • li • v � �y IF �G White - Builder copy, Green - Builder copy, Yellow - Customer copy SIC -303 Pink - Attic copy, Gold -.File copy COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION J County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERr0. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-530-012 ZONING M-1), BUILDING PERMIT OWNER VANCE DAN & JACKIE TELEPHONE 589-5148 SO, FT. OCC. BUILDING VALUATION 1885 r 101 790.00 OWNERS MAILING ADDRESS P.O. Box 689 030VI11TE 95965 576 U 10 368.00 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace A 3,000.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 115 158.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 695.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 452-10 BUILDING ADDRESS 117 FACT VT STAnMMIII E Energy Plan Checking Fee $ 23.00 -E $ PERMIT FEE $ 1190.60 LOT NO. 34 /. 4- SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap. 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Ublifies ❑ Installation ❑ Other ❑ Describe Work: Ni M,7 SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 is nn Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 R LESS Main Service p A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: Cl 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. Ias owner of the property, am exclusively contracting with licensed contractors io construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.50FT. 86 15 NpµpOSID Y. MULTI.OUTLET 97.50 8 SINGIFR AOURET CIR. Ex. Occup. OUTLET OR FocruREs e� @';00 OR Ex. Occu . o D. R� D 1 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 152.15 MECHANICAL PERMIT Filing Fee 20.00 Heating 30.00 Cooling Hood 6.50 6.50 Ventilation PERMIT FE15 $ 56.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ,�., t��L�t roc_ Date A0 "3 '' t� ature of Applicant - ❑ Owner ❑ Contracto Agent SHA permit is required for excavations over 5'0" deep and demolition or constructionDructures over 3 stories in height. 11 rAn Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R 11TOTAL CONST. TYPE FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD U This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D e ry I. � �c,G ate Receipt No. 308897 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINVIIISPECTOR GOL OD-APPLIC T COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMT NO. (Rev. 12/96) � . APPLICATION AND PERMIT P S ` ' O -) J m" BUILDING PERMIT [gA980"RPARCI'Ll SO. FT. C. L IN U ION COWRACTOWS TV-9p"ONE r� CONTRACTOR'S MAUNO ADDRESS CONSTRUCTION LENDER EFirelce 1 , LENDER'S M NNO ADDRESS Total Valuation b ARCHITECT OR e"°'NEOI UCEN6E NO. Flin Fee b . 20.00 Permit Fee b AACWECT OR UMNEER'S MIUNO ADDRESS sULDINOADORESS / Plan Checkin Fee b , b �'--- / Energy Plan Checking Fee x b 0U0. / PERMIT FEE b IAT NO. SUBONISION'SNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE Solar or hent pump water heater 23.00 S Duplex O Mobilehome O Other Water piping 1S.00 aPEc�Pv Each as water heater or vent 15.00 5 TYPE OF WORK Gas piping system 1 - S outlets 1S.00 New --Addition ❑ Remodel O Utilities O Installation ❑ Other O Building sewer 1 S.00 I S� Mobile Home I S G W @20.00 Describe Work: PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service p.OR LLEESS 23.00 �j Main Service 200A TO 1000A 46.00 NEW CONST. OWELLP4 OCCUR OR ADONS. a ACC. BLDS. •.1.5dFT. �' NEW CONST.MULTFOtlTLtT NOFFRESID. @ 7.54 PS0M1OlE APPARATUS 8 OUTLET CTR. OOnUREB Ex. OCCU UTLET OR F ZO a .00 GAL .SO _ F O APPI/�L4. OR Ex. Occup. OUTLE�s ESI°. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ I MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID $ �� • Heating_ SRA $ �-) '� Cooling SHERIFF $ Hood 6.50 (+ Ventilation OTHER $ $ PERMIT FEt b Mobile Home Installation Fee b $ Energy Inspection Fee b ER COST TM TOTAL FEE .�. AMOUNT RECEIVED $ "AZ . My `°` *RECEIPT NUMBER * TO BE PUT INTO COMPUTER This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do viork indicated above for which fees have been paid. By PERMIT EXPIRES ON Date ---- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES 11 0 0 �A -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- vised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES i 1 (paid at District Office) `3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . SRA FRE 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 J A. P. # DATE r RECEIPT # ` DATEREC g 6 ,_KL� 0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking. process. Pursuant to Government Code Section 66020, you are hereby notified that items 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. M-7) -� :� �s „�.���,t,.-r+wc+ww�'r+�'^'� — ....�...,.-.- ,�-�..t.^•R+�;s �-•r^rwv:��w-r�.,.—..�.,t.! ��''�`. `��.� _ _ _ ,�.� _ COUNTYil°I TE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 CO, 1Y CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PAR NUMBER: / Proposed Buil mg Use: Building Inspector: Date: 'A At time of permit application, I was advised the following data mLst le submitted prior to permit processing and/or issuance: ` Date Received By ❑ 1. All items have been submitted.-----------------------------------------------A----------------------------------- ' 02. Plot plans, 3/4 sets, signed by the preparer of plans. -------------------,----------------------------___-- C mplete plans, 3/4 sets, signed'by the preparer of plans. -9 n- --- - ------------------------------ ngineered plans, 3/4 sets, with wet signature on plans. enjne be shown on plans. -------- Engineered truss details and layout in duplicate (required pride to plan review) No faxes! ----------------- Energy Design Comp iance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Ifit t f r Non-HeateAd A/C Buildings. -------------------------------------------------------- dous Material Form.---,------------------------------------------------------------------------------------- tured Home dat d ation instructions including Tie Down Specificatio>r- _ Feesof $ %7(i .� - '-------------------------------------------------------------/------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- �alifornia Department of Forestry plan approval/fees.1-=.QQ----- F -E -------------- 1 1�d6od &,Vation certificate. -------- -- -- - -- ------------------------------------------------------------- Sanitation and plot plan approval lth Department. ------------------------------------------- 15. City, of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. Planning approval for (A) Use: (B) Parking: -------------------------- • Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. ----------------------- t` �p 19: Encroachment Permit for driveway construction approval prior to occupancy) ------- 1 L21 ❑20. Pre -inspection for required Request to Building Inspector on 1121. Coltractor's license information. (Number, Name Style, Classification). ------------------------------------ i 4{ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------- --------------------------- ❑ 4. Letter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------------- U 026. Letter of intent on building use. ----- ---------------- —--- ------- ------------------------------------=----------- 027. Manufactured Home utility clearance. -------------------------- E128. ------------------------- ❑28. Existing violations and/or expired permits. -------- ------------ ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other: When you issue r ce s follows ❑ Mail to owner a'. contractor. Telephone and old for pickup at office. ❑ Deliver with inspector. � rYLvc 7' �V/iii✓ /�/ Zo/ � a Applicant: kj?f Z'f Date: /0._ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep ent, ❑ Air ollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Dep t, t, Other 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by hon ail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division count , by Date: j Contractor, designer, own w sed of the above required data by ❑ phone, ❑ mail, ❑ Building D'vis'o t, by Date: Plans reviewed by: Date: Plan's approved by:t Date: IG Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 0 Date: 9 E.H. USE ONLY not Plan%lathed 'e fI_135-Plin Attached Qzff— Sent to B.D. C90 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo ion AP# Plan Approved for: Sewage DisposalCC Water Supply: Public. Private Well Clearance for..�welling. Other Qnc` CAC, —�e-- u,!s slyw& ova 04hrratlej )�)kh Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialis 8/96 A z Date PRC -ECT PROCESSING R -r.ORD A"LICANT: OWNER: p PERMrr #: A. P. WORK DESCRIPTION: DATE 12�29�e� LZ6-oI la y: �� • • No M, I " 12 -o Fly 0 22MR_-_=: ./ RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND ' MISCFLLANFOUS ONLY Owner: Building Permit Number: Plans Examiner: A. P. Number: Z9 Z- GENERAL: Zoning requirements — (number of permitted living units). 2 Building permit valuation. 3. Plans signed by the designer. r Proper description of work on theapplication. Existing violations on the property. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. .3 Other buildings or structures. Grading, fills and/or drainage. ,flFlood hazard. 6. Special conditions n Parcel Map (Nois S Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAIN: 1I Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). ,a! Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bat, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). rohibited locations of gas heating equipmentl(Uniforin Mechanical Code 304.5). 10. a firewall separation - re"red on garage side incl ding sup ming walls'and posts (Uniform Building Code section 302.4 exception #3). �U�(�D . Cil l i ► - X"Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 'Smoke detectors (Uniform Building Code section 310.9.1). �3 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 1.�� �(o r-\" (-- r rwr �-!� ti-- !�✓�-ced u�R-�-� �-o n tee. -� � /P C�.NI_ • CJ vo�QJL UC DETAII,S. � `roe-�2A� ' ok u�-Q-e- +" �J �'-a"� _t�j+Conventional construction • usually shaped bui in orm Building Code section 2320.5.4)- es 320.5.4)�° Standard bracing or engineered desi ode seBUon 2320 11 3). Clerestory requiring b oon g and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. (6c- 7 8L7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building.19.1 Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s).� �njV �ffi� 12. Porch header size(s). Gtkt P.� eMi�71t�� �jlsa e e Wad (�°�"`J �i aG Ka {zheh 13. Stud heights. ��UA � UO r 14. Expansive soil - special foundation design required. Prov_ d 2 d1/,-',4� it Q-wnd 15. Retaining walls requiring design. 16. Special Inspection requirements. `'�� ` 17. Header sizes. 000 r� �C 2! Z _ 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): 2. Guardrails (Uniform Building Code section 509). ._:. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster- weep screeds (Uniform Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Tab a 15 -B -1&_2,15-D-1 & 2). - _ f coveiing type - (fire hazard). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two.exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 1 . Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requkgments. Arequirements.e desi rgy gn compliance and supporting documentation.�shing at all exterior openings. A� ,� 16. CDF responsible area requirements. S 17. Building PZele uiremcnts: Cay .!/rl r00� 17.1. n _ _r50 n_ Y 17.2.vation certificate. CG'a AU 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. 0 Page 2 of 2 0 0 RESIDENTIAL PLAN REVIEW GUIDE . - SINGLE FAMILY, DUPLEXAND MISCFLL 4AW US ONLY Owner: �� Building Permit Number: Plans Examiner:Z AP. Number: 09 GENERAL: 1. Zoning requirements - (number of permitted living units). 2. Building permit valuation. dans signed by the designer. 4. Proper description of work. on the application. Existing violations on the property. f! Recorded notice of violation. . PLOT PLAN: 1. Complete parcel size and dimensions. I / 2. Setbacks, side yard, easements, btc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. ,,X Flood hazard 6. Special conditions on Parcel Map (Noise RA, ire Sprinklers, Water Tender, Traffic and Drainage fees)... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). ,2f 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment -(Uniform Mechanical Code 304.5). 1 . Garage firewall separation - rewired oa garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). 11. Wood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 1 . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 'Page 1 of 2 Cd/� 1--2 r6- UCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform BuildinCode section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. S. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. (7 . - levations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building.X Z Rafter ties or bearing ridge beam., 0: Fireplace construction details and calculations if necessary. 9 1. Garage door header size(s). 1' Porch•header size(s). +jb Stud heights. Q— ,i 'Expansive soil — special foundation design required. Retaining walls requiring design. 16: Special Inspection requirements. C G, 7 er sizes.. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1 Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): 2 Guardrails (Uniform Building Code section 509). 3 . Brick or stone veneer (Uniform Building Code section 1403). - EXterior plaster. — weep screeds (Uniform Building Code section 2506.5). 5 Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). coveruig type - e hazard). Foa_n insulation - protection. 36'halls and stairways (Uniform Building Code section 1004.3.3.2). S. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 0,. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). i7 Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. =' 13; Sound requirements. 1 . Energy design compliance and supporting documentation. 1 . Flashing at all exterior openings. (fgX. DF responsible area requirements. IT Building PFood uirements: 17.1. 17.2. levation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. 0 Page 2 of 2 is CDF FIRE SAFE REQUIREMENTS AP# PERMIT NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [� 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the landowner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, I' 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of ''_' 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of,verti'c3l curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [N 1273.05 Turnarounds. If required, will have a minimum turning radius.of 40'fee.t from the center of the road. (�J 1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. I' 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of ''_' `7 Z — 3 c2_ 60'.xL AP # PERMIT # NAME [kf 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, -turnouts shall be provided no more than 400 feet apart. [j 1273.10 Turnaround. A turnaround shall be provided at all II building sites on driveways over 300 feet in length and shall be within 50 feet of the.building. vv 1273.11 Gates [M 1. Gate entrances shall be at least two feet wider than `! the roadway it serves. (Jy 2. The gates must be located at least 30 feet from the / roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ 1 3. Where a one-way road with a single traffic lane provides entrance, a'50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�1 1276.02 Disposal of Vegetation.and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r f__ial inspection of a building permit. Page 2 of 3 i -12 00,- akz( 41"t)ejge AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A orB roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed '10%, of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature_ Page 3 of 3. CDF FIRE SAFE REQUIREMENTS VAS 0' AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County.Building Department for compliance. [� 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner." Driveway Standards 1273 ..02 Surface, -All-}driveway -surfaces .and structures. (bridges., - 1273 -07 culverts and other appartezant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�} 1273.03 Grade. Not, to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet.to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [h 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. ,Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [ 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3_, AP # PERMIT # NAME [kf 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [] / 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates vv [�J 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�} 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. J 3. Where= a, -one--.way._- road. with ---a single--: -ra-f f is---1-anew- provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. J 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�1 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f'_=gal inspection of a building permit. Page 2 of 3 1'2 - AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Buildincz Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not -to exceed 0% of wall area toward property. line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry ;veneer,. — Metal Other Butte County Fire Department approved materials Date Signature Page. 3 of 3 WN REVIEW RESPONSEMPRM In order to expedite the review of your plans, please complete the following informatio and return this form with your re -submittal. 11 this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. LETTER AND RETURN WJIJ" KLVJZtD ASSESSORS PARCEL NUMBER PERMIT NUMBER e2 6-;�,l� i RESPONSE FOR PLAN CHECK LETTER DATED: Nov I� 20oe PLAN CHECK ITEM #RESPONSE I BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: fU U bgA OW I Ir3e PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: fU U bgA OW I Ir3e PLAN CHECK ITEM # RESPONSE BY:LOCATION ON PLANSLCALCS: PLAN CHECK ITEM # "I Ira NSE BY: LOCATION ON PLAN Y/ALCS: 5H --� i✓gt5 0 r G6 l PLAN CHECK REM # RE PONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK LETTER OA PLAN CHECK ITEM N� RESPONSE BY: LOCA 01 ON L� LC 4e�j COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: I LOCATION ON PLANS/CALCS: CHECK ITEM # PLAN CHECK ITEM N BY: RESPONSE BY: PLAN CHECK ITEM p (RESPONSE BY: PLAN CHECK ITEM N RESPONSE BY: TION ON PLANS/CALCS: ON PLANS/CALCS: TION ON PLANS/CALCS: TION ON PLANS/CALCS: December 29, 2000 Dan and Jackie Vance P.O. Box 689 Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 .(530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-2654 Assessor's Parcel Number: 072-530-012 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.Include shear wall no. 1 in the shear wall schedule. Sheet 3 of the plans specifies no. 1 shear walls along wall line A. YC� Key the "opening strapping detail" on sheet 3 to the plans. Indicate all openings that are to be strapped in accordance with this detail. Verify that the foundation design is adequate for the soil conditions at the building P I�` site. Remove notes b and g from 'sheet 1 of the structural calculations. 31 &yk—Provide verification from the truss manufacturer that all trusses that are intended to FAItransfer lateral forces have been designed accordingly. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on November 15, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Martha or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Hubley, P.E. �ISCvSS%-- V V41 Clime t$L*-- I I4lo mkt e VICIrze4 Low e)(rAj-,11v,) E v- t-'' Inez A Re Vir-w November 15, 2000 Dan and Jackie Vance P.O. Box 689 Oroville, CA 59565 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 072-530-012 Building Permit Number: 00-2654 and 2667 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Ho -ems OWN— ,/Garage firewall requirements call for all walls and the ceiling to be protected with 5/8ths Type X sheetrock. Ceilings to be provided with R.?C. channel at 16 inches on center. Please note these changes on the plans. Plans show R-11 insulation in the walls and R-30 insulation in the ceiling but your energy calcs specifically call out R-13 insulation for the walls and R-38 insulation for the ceilings. Please change notes on plans to conform to energy calculations. 06 Interior and exterior bracing shown on the plans does not conform to.the Uniform Building Code for conventional bracing. Interior bracing is to be provide through the building with off sets and stating points to be code specific. You have not provide bracing that starts within 8 feet of the end of a braced wall line and you have offsets of more than 4 feet. Exterior bracing on both the front and rear of the house does not meet code because the house meets the definition of unusual shape with the trusses extending beyond a braced wall line by more than 6 feet, Alternate braced wall panels do not meet minimum width requirements and alternate braced wall panel to the right of the kitchen window is located on a cripple wall which may be more than 14 inches in Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX height. The house, as it is now designed, will require a complete lateral analysis of both front and rear and on both sides to eliminate the requirement for interior bracing. Provide two sets of calculations . of the lateral analysis and two sets of the plans must be stamped and signed by a licensed professional. 0� Provide an engineered design for the foundation where truss reactions are over 5000 pounds. Truss C-2 5. Class A is the minimum roofing material which 'may be used for this structure. Requirements for the detached garage:, o ?Pr aximum height for alternate braced wall panel is 10 feet. Pel ase co rm the actual height of a d wall panels at the front of garage. In addition you call out let in bracing per item number 1 P g g Y g under your braced wall schedule - this method is not allowed by code in Seismic Zone 3. You may use your siding but you must move "Z" bar to top of 4x8 panels used for bracing, not in the location shown on the right and left elevation view of the building. Show changes on the plans. 4x 2 beams as garage door headers are over spanned for the tributary loads. Please provide I calculations by a license professional. It is highly recommended that a Ground snow load be included in these calculations. At your elevation it is 37 pounds. All requirements from the calculations must be shown on the plans. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your school impact fee form, enclosed 2. Balance of fees has been revised per mathematical error. Balance due is $30.00 (house permit) 3. Provide encroachment Omit from Department of Public Works 4. Provide recorded copy of Agricultural Aknowledgement Statement. Sincerely, Martha Whitney Plans Examiner VerticalTechnology er Engineering 7ecc3650 Morrow Lane, Chico, CA 95928 h Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations -. I Client: Jackie Vance Project: Vance Residence Location: APN 072-530-012, Forbestown 0 lIU77E cowvx BLQLDft DEP41�pFjov iR�7M�,; JF'D Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VerTech Engineering Page: Project: Date: Engineer:_ Structural Notes 1. General a) All work shall conform to the 1997 UBC and all applicable local codes. b) The Engineer (VerTech Engineering) as responsible specified in these calculations without lthe written approvale plans only. ld any changes be made: from the d g P , from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. c) The drawings and calculations represent the finished structure, and, unless specifically note otherwise, do not show the method of construction. The contractor the pub ponsible construction the worked nand construction, and shall provide all measures necessary to protect the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc... or in the d) If a particular feature of construsharacteion is � asusimilar lly `conditions n on the that lare calculations, then it shown on the design shall be constructed. in the same documents. ing must be any e) Any conditions noted entio of the engineer without veripro ed eed ng with constru cion prior to the ev ewsof be brought to the att the Engineer. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility oft e contractor or owner. 2: Site Work a) Assumed maximulm soil bearing = 1000 psf per UBC Table 18 -I -A. b) Building site is assumed review of site and other cond tions a cand free of clay unteredexpansive mu t be brought to the attentionmade of the geotechnical review of s y Engineer. me stable, undisturbed soils and level or stepped footings. Any other c) These calculations assu ion of the Engineer prior to the construction of conditions should be brought to the attent foundations. d) All footings including retainingwallooti depth below f ostline.footings (12" to, wall 24 footings, as pe ocalrequirements) t bear on undisturbed soil with a footing "e) Bottom of all foundation trenches shall be clean and level. f) All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet horizontal. g) This engineer has not made a geotechnical review of the building site and is not responsible for genera site stability or soil suitability. h) Foundations shall'not be scaled from plan or detail drawings. 3. Fill and Backfill a) Fill material shall be free from debris, vegetation, and other foreign substances. b) Backfill at foundation walls shall be compacted to 90% relative density u.n.o. c) Use 4" diameter perforated pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight. V erTech ' Engineering Project: Page: 2 Engineer:_ Date: U� 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Concrete shall contain 5 sacks of cement per cubic yard with slump between Y-5". c) All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. d) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTDA C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45%by weight. e) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter 19. f) 'Concrete shall be air entrained a minimum of 5% and a maximum of 7%. g) Slabs on grade shall*be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95° o relative compaction. 4" slabs on grade shall be reinforced with #3 bars at 15" on center each way at centerline of slab. h) Saw -cut top 3/4" of slab for crack control at intervals not to exceed 20'. ij Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. j) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 ''/2" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4" k) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. 1) , #5 and larger rebar shall not be re-bent. m) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. 5. Masonry ` a) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open end bond beam units. b) f m min shall be 1,500 psi with compliance verified as required per UBC section 2105.3. c) Each cell shall be completely filled with grout conforming to ASTM C279 Type S with a minimum strength of 2,000 psi. d) Lap reinforcing the greater of 60 bar diameters or 2'-0". e) Locate anchor bolts within 2" of the center of a cell. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner.. 6. Framing/Lumber a) _ Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be,per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. Edge nailing shall apply at all panel edges, over blocking, walls, and drag members. b) Floor sheathing shall be T&G APA rated sheathing. Thickness shall be per APA load tables based upon floor live load. and framing spacing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be in conformance to accepted practice for such connections. d) Where hold downs are required at foundation level of a multi level wall, studs anchored by hold down shall be strapped with Simpson MSTC40 to studs above at any level split U.N.O. VerTech Engineering Project: VUY�Ce, Page: 3 Engineer: j�n Date: -7, .e) All blocking over shear walls shall be attached to shear wall with Simpson A35 clips at 48" o.c. U.N.O. f) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they are structurally equivalent. g) Minimum nailing requirements shall be per 1997 UBC Table 23 -II -B-1. h) Continuous blocking; shall be provided over all bearing walls, shear walls, and mid -span of floor joists and roof framing u.n.o. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and may be increased as per manufacturers recommendations. i) Unless specifically noted on plans or in calculations, headers shall be 6X10 or 4X12 DF -L (N) #2. Where opening is greater than 5'-0", (2) trimmers shall be used. j) Manufactured "I" joists (such as Truss Joists)shall be installed per the manufactures recommendations using a deflection limit of L/480. Use a manufactured rim board (such as timber strand) with all "I" joists.. Use a double rim board at all locations where ledgers are used (such as deck ledgers). k) Sawn floor joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R respectively. 1) Provide double floor joists under partition walls running parallel to joist span and under all locations where tubs may be located. Adequate support for all other equipment or furnishings including but not limited to: hot water heater, stove, refrigerator, oven, fire place enclosures, wood burning stove, etc... shall be provided by contractor or owner. m) Sill plates shall be pressure treated Douglas Fir or Hem Fir with 5/8" diameter anchor bolts located at 6'-0" o.c. u.n.o. and. 1'-0" maximum from end. n) Where anchor bolts have been incorrectly placed, use Hilti Qwik-Bolt of same diameter with 6" embedment in concrete. Install per manufacturers recommendations. o) Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. p) Top plate splices of stud walls shall be 48" long with (12) 16d sinkers each side of each splice u.n.o. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 u.n.o. q) Fire block stud walls at mid -height -or more as required by good construction practice. r) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact. s) All posts shall be DF-L(N) #1 u.n.o. t) Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. u) Where posts with column caps or bearing plates are specified, the load is to be transferred to the foundation by vertical grain only, u.n.o. v) All built up, laminated double or multiple 2X joists and beams shall be nailed together with 16d nails at 6" o.c. u.n.o. w) All framing lumber shall be Douglas Fir Larch, u.n.o. x) Glue -lams shall be :24F -V4 u.n.o. with Fb = 2400 psi and Fv = 190 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. Glued laminated fabricaton shall be performed in an approved fabricators shop in accordance with UBC 1701.7 and UBC 2304.4.3. Beam inspection certificates shall be submitted to the field inspector prior to completion of frame inspection in accordance with UBC 1704.6.2 y) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min. z) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) aa) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and - solid blocked at the floor level continuous down to the foundation. ab) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. ac) All framing members specified in these calculations are minimums, larger members maybe substituted at contractors option. Project: VCnoc,- Engineer:,1 VerTech Engineering Page: Date: ad) When using "green"or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which could cause settlement of roof and or floors and could lead to failure of associated framing members. The contractor shall take all measures necessary to protect framing from the effects of shrinkage. Any system used to alleviate the effects of shrinkage shall be reviewed by this engineer prior to use. This engineer shall not be responsible for damage to framing members due to the effects of shrinkage. 7. Hardware / Structural Steel a) Holes for through bolts shall be drilled 1/16" oversize. b) All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood. c) Bolts and lag screws shall be ASTM A-307 u.n.o. and provided new and without excessive rust. d) All bolts and lag screws shall be tightened upon installation and re -tightened before closing in or at completion of job. e) Lag screws shall be screwed, not driven, into place. f) All hardware called shall be Simpson Strong Tie Co., installed as per manufacturer's recommendations. g) Structural steel shall conform to ASTM A36. Pipe members shall conform to ASTM A501. . h) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. ' i) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi j) Provide 2X2X3/16" plate washers on all foundation anchor bolts. 8. Design Loads a) All design loads are per UBC chapter 16, divisions I, II, III, and IV u.n.o. b) ' Roof Live Load/Snow Load: 26 psf c) Seismic Zone: 3 d) Wind speed: 75 mph Exp C I PROJECT DATE vu —_ Michael Hubley PAGE 5 ENGINEER _ CIVIL ENGINEER DESIGN OF Fr. cA �r-,-) % v --i c 1 > ,r A" Ck X11 � sl Y 4 L: 1 ;� �•rt" \ a . I ��. �I 1 i �. 1 v ^-iaa '-_�. L._ . �. r:'...- PROJECT V ENGINEER - DESIGN OF Michael Hubley CIVIL ENGINEER C C C 0.1 .... ...... . L L DATE -1 ?J�> PAGE %q -] u 9 C, ) .1997 UBC Wind Loads VerTech Engineering Project: Vance Date: 11/30/2000 Comments: Wind Speed: 75 mph Exposure: C 21 one story or Partially Enclosed multi-StoryStructure Primary Frame' Method A Windward Wall ........ .. .... ....... .. L.eew a rd Wall ......................................................................................... Roof Leeward or Flat Roof *� Windward R oof Importance Elevation Elevation Elevation 15 20 25 12.3 13.1 13.8 .................................................................................................. -7.7 ................................................................................................... -8.2 -8.6 -18.4 ................................................................................................... -19.6 -20.7 -18.4 -19.6 ....... ******'**4'.'6 .... -20.7 .�S!op.�.<2:12 . . ...... * .......... ........ ....... 2:12 to <9:12 -21.5 ............................................................................................................................................................................... 9:12 to 12:12 6.1 .......................... 6...5 .......................... .. . 6..9 ............. . . ................................................................................................... >12:12 10.7 11.4 1 2. 0 I ....... .................... ................................................................................................................................................. WindParallel to Ridge ................................ -18.4 ..................... � -18.4 -19.6 -19.6 -20.7 . -20.7 . ........................ I Method B On Vertical Projected Area Structure <= 40' Hig ........ 1..9..9 ........................ 2.1....2 ............................................. 22.4 ....................................... h .......................................................... Structure >40 H i g 21.5 ........................................... ...... 24.1 ................................................................................................... i. ........... 6 lzontal Projected Area .1.4 .................. 9.6 ................................................... 20.7 .. ... .. .. .. ...... n is .. and.. Components "not "in areas of discontinuity Elements ie . m . e . Wall Elements Allstructures 8....4... 19.6 20.7 . ........ ............... ............................................................................... E�Ekied and Unenclosed Structures 18.4 -19.6 ... .. 20.7 . .v ...................................................................................I.............1... .... f�qiall..Enclosed -24.5......................26.2.....................27.5 ............................... ......9................... .... ..1..............2. ...... ... ..........4...... .....I.............................-............................... Parapet 9 1.9 ............................................................................................................... -21.2 2.2 -2.4 22. Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -19.9 ............................................................................. -21.2 -22.4 .......... *... 7:12 toiZiY-19.9 19.9 -21.2 21.2 -22.4 22.4 .... i... ..... ..... ......OaRa4y EncTos;ed Slope<2:12m26.1 -27.8 ' -29.3 2:12 to 7:12 ................................ 24.5 12.3 6' 13... > Y : iYi�.TY i.� ......................................................................... 2 6 1 26 1-27.8 >7:12 .... .. ... . .. .. ...... 27.8 ...... . .. 29 3 29.3 .. ... .. .... .. ...... .. . . ....... .. ... .. .. .. . .. .. .. .... .. .. ..... .. .... ... e . m . e nt s and Components in areas of discontinuity Elements Wall Corners -23.0 18.4 .. .. .... . .. .. .. . -24.5 19.6 -25.8 20.7 .......... .... .. .. .. ..... . ... .. ..lk;oWifives, ra k e s or ridges without overhangs Slope<2;12 -35.3 *** ... * ................ ** ...... ...... ** ........... ......................................-42.5 -37.6 .......... . . -39.6 .6 ........... ...........-444 2:12 to'7*:*1'2.9 4 2 5 44 .................................................................................................................... ................................................................................'....... >712 to 12:12 -24.5 -26.2 -27.5 .......................................................................... I ............................................................................................................... ..�.<2:12 at overha�p,..��qqp!�� 42.9 .S!g ..................................... . ........................................................................................ -45.8 -4�* 2,**-,-- N 1997 UBC Static Seismic Forces VerTech Engineering Project: Vance Residence Date: Comments: Units: Kips & Feet (UNO) Zone = 3 T = 0.137 137 Soil type = sd Soil Profile Types I =. 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 13 HEIGHT TO ROOF) Ct =F=.020 FOR ALL OTHERS 1 Reliability Redundancy, Factor = 2-20/(r*sgrt(Ab)) P = 0 TA = Ct(hn)" r= max element/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF 0 =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) Ft = 0.00 METH W- -METH 5 '—(T EQ: V/W: V: T = 0.137 137 CvI/RT = 0.7170 0.7167 VEQ = 43552.3 43529 Ft = 0.00 LEVEL STORY HT . 1 *Ca*I 2.5*Ca*I/R 799379.0] 0.0396 0.1636 2405.3 9939.1 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 13 13 60739 789607 9939.0 9939 129207 10933 10th 0 0 0 0 0.0 9939 129207 0 9th 0 0 0 0 0.0 ` 9939 129207 0 8th 0 0 0 0 0.0 9939 129207 0 7th 0• 0 0 0 0.0 9939 129207 0 6th 0 0 0 0 0.0 9939 129207 0 5th 0 0 0 0 0.0 9939 129207 0 4th 0 0 0 0 0.0 9939 129207 0 3rd 0 0 0 0 .0.0 9939 129207 0 2nd 0 0 0 0 0.0 1 9939 129207 0 1st 0 0 0 0 0.0 9939 129207 0 i oufou I rvauul DAT Al A> PROJECT 4' E Michael DATE 9 ENGINEER CIVIL ENGINEER PAGE D E S I G N 0 F L L s LocAJ (oo) C-. 010) 2C-5 2. (omfljvC'v1 31, 9 W L-) W CIO 2. H n� DATE / "'gyp 6 PROJECT ._R ✓ s�.. - Michael Hubley ENGINEER _ a" �a. _ CIVIL ENGINEER PAGE C7 DESIGN OF PROJECT ENGINEER- t��� l _ DESIGN OF LOkA-Cf CA Michael Hubley CIVIL ENGINEER DATE PAGE I,H (qct 39) . (-2 091)(H10- cry.')H1 (993q) I2 VerTech Engineering Project:AftLI:=— Page: T_ Engineer:Date: 2.. of Desi n of : Shear Walls Framin Panel Shear Walls 1 i3 VerTech Engineering Project: VAA Page: Date: / 2 iib Engineer: Design of : Shear Walls Stability Overturning ti Overall Gravity OT OT Ric htin Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D Wallj� Iib/ft1 X11 ft -Ib jft-Ib1 jM jLL ft -Ib Ib ..:..........4....................44.................��..............2451.2...........141....2.............844....................�..........................�..............12256 ..... ...... 3528 ...... ......1297..... .............................. � .4208 ��25538320384514 25538.3 20384 ............. .................... .4....................... ..a32503203841011 .............. ........ .......... ...... G ............. ....................... 324 ................ ................ 144 ........... 10 .. 72440 41472 .1463 24 ....... ...... 10 ....... ..................... 72440 41472 1463 �- ................................................................................ 4 22 144 ......................... 10 33430 34848 .94 ....... ....... 22 ....... ....... 10 ....... ........................... 33430 34848 94 .......................................... A . 18 424 12 29644.1 68688 -1788 ................... 5.5 ........ ....... 1.2...... .9056„ 6413 .597 ............................... BC . 15 ..................................................................................................... 424 11_ 2541. �.:7.....4982.�.: 9.......-1267 .................4.......................8.................7923...........3392............121......... PROJECT - vanc- DATE Michael Hubley � I L+ ENGINEER -A/4) CIVIL ENGINEER PAGE DESIGN OF rd 47t C- ' V)j7 �iA (see 20 L 131 -7 S' \,o *► see c�-1-1�. c. �� � c�: �': ea ` �. J 3q 0016 : 1-i ZO z I H I I I I 1 2 f 1--151,- 2 :L:11 CS C CA. A d -------..--,----. IIHF V PROJECT -"LLL Michael Hubley DAT,: ENGINEER ii - CIVIL ENGINEER PAGE DESIGN OF Becx,w, /Vbs4 Fo L'*1400yn . I -Y /v\ 2-0 E T 2 5-A1010 1010 1\D- %, V--) os :� (q 12 � I ?_' i (2C�') (2� � 5-� -� I bis-(} --=� -13� �� Ib oLj (20")(.2(ops f \6e,.J) 201) 2(opsf", . ........ (Ropli. 10 �D .2- ip (� � - ) go I ( -1 ('00 � 61 ( -1 1(o --/ -- sop . 5181b 01 b cd) ILL ILL PROJECT�r�; Michael Hubley OATS/,, ENGINEER___ f�� _ CIVIL ENGINEER PAGE 1 `U DESIGN OF Seomi �-`bS +- UZ 0L� :J L Tv- u S S S �� p or -1-- H (o D F *�1 U Hx(, DF-aA- F3 Ce) y X�o nF�a-t i:7-1 iJ yx (o 0F °L F3, 5 yx(o 0F F3 y (o IDF io LA Ii:- *:t \0i :? -A x y MDV7 r 2 �3 LI F 2 (�5� y x Ccs r-- 1 �� F3,5 (�� �► x 1 of ti �3 f Beare Sizer Design Program VerTech Engineering 12/4/2000 Project: Vance Residence Location: Garage Door Slope of roof Dead Load 5 :12 Live Load 3.5 in DL + LL Deflection Criteria Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length 240 (I.-/) CD 1.15 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.95 Fbe= 2147 RB= 18.1 Total Uniform Load 1.00 Mmax 250 in^4 Vmax Controlling Design EI Req'd 1.00 Date: ❑ valley Beam 5 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 26 psf DFL (N) #1/#2 Dim Horiz. Member 240 (I.-/) Fb' 1113 psi 16 ft Fv' 109 psi 5 f 16 ft Height Required 11.3 in 1.20 A Req'd 24 in^2 1.00 S Req'd 75 in^3 1.00 1 Req'd 250 in^4 1.00 Controlling Design Bending 1.00 le= 29.4 F'b*= 1173 217 plf 6933 ft -Ib 1733 Ib 399 *10^6 #-in^2 NO, Bearn Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Porch Girder ❑ valley Beam Slope of roof 5 :12 Select Beam Width 5.5 in Member Dead Load 16 psf iRound DFL (N) # 1 0 Horiz. Member Live Load 26 sf P DL + LL Deflection Criteria 240 (Ln Fb' 1492 psi Length of Beam 9 ft Fv' 98 psi Width tributary to beam: 20 ft Unbraced Length 2 ft Height Required 10.9 in CD 1.15 CF 1.00 A Req'd 60 in^2 CM 1.00 Cv 1.00 S Req'd 71 in^3 Ct 1.00 Cfu 1.00 1 Req'd 178 in A4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 39406 le= 4.1 RB= 4.2 Fb*= 1495 Total Uniform Load 867 plf Mmax 8775 ft -lb Vmax 3900 lb EI Req'd 284 *10^6 #-in^2 Beare Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Porch(back) Girder Slope of roof Dead Load Live Load DL + LL Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.15 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 37512 RB= 4.6 Total Uniform Load Mmax Vmax E.I. Req'd �q ❑ Valley Beam 5 :12 Select Beam Width 5.125 in 16 psf ❑ Round Member 26 sf P Glue Lam 24F -V44 Q Horiz. Member 240 (Ln Fb' 2749 psi 14 ft Fv' 219 psi 20 ft 2 ft Height Required 11.2 in 1.00 A Req'd 42 in12 1.00 S Req'd 93 in^3 1.00 1 Req'd 595 in^4 1.00 Controlling Design Deflection 1.00 le= 4.1 Fb*= 2760 867 plf 21233 ft -Ib _ 6067 Ib 1070 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Family Room Girder Slope of roof Dead Load Live Load DL + LL Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.15 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 12800 . RB= 7.4 Total Uniform Load Mmax Vmax EI Req'd 2U [:]valley Beam 5 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 26 psf DFL (N) #1/#2 Dim Horiz. Member 240 (Ln Fb' 1264 psi 4 ft Fv' 109 psi 20 ft 4 ft Height Required 6.8 in 1.30 A Req'd 24 in^2 1.00 S Req'd 16 in^3 1.00 1 Req'd 16 in^4 1.00 Controlling Design Shear 1.00 le= 8.2 Fb*= 1271 867 pif 1733 ft -Ib 1733 Ib 25 *10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity ObS1 le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761; 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319- 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24. 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20. 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117' 3533 4818 6103 7388 30 0.11 109 3308 4511. 5714 6917 I1 22- Timber z Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 1.9 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 .2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 .25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 .45 551 865 1180 1494 1809 I VerTech Engineering Project: V �� _ Page: Engineer: \a — Date: / Design of: Foundations soil Bearing: 1000 psf :oncrete stem wall (Non -retaining): (fc'=2500 psi) height. Aasonry stem wall'(Non-retaining): 8" solid grouted (f m = 1500 psi) with #4 at 24" O.C. each way. 'ontinuous footings: (fc' = 2500 psi) Width Thickness Cap (plf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings: (W=2500 psii) Reinforcing Cap. Connnector Label Size Thickness Ea Wa Kips Simpson F1 1'4" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12- (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Project: / V (17 _ Engineer: Design of: Floor Framing 7loor Loads DL= 10 psf LL= 40 psf VerTech Engineering Page: 2 Date: :loor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and hail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. VerTech Engineering Project: UPW rl _ Engineer: Ml a Design of: Roof Framing Roof Loads DL= 16 psf LL= „ 26 psf Page: Date: Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 26 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 42 psf Live Load = 26 psf Dead Load = 16 psf Total Load = 42 psf Typical Headers (uno) Use 4X10 DF#2, use (2) trimmers min. at all openings larger than 6'-0". PROJECT DATE '`� Michael HUbley PAGE 7-4'. ENGINEER_ _ CIVIL ENGINEER DESIGN OF Geese ro 1 LoU.€::I �: (Goat Pori ) IS our I' 2 V\&A CSL 1.0 /\A cx s Lk 1'2 UNCI PROJECT ENGINEER DESIGN OF Michael Hubley CIVIL ENGINEER DATE -111 N, PAGE `�I_.o _ C 12 ) (y ') 19. .,--1 f of 5 S. I IS s 16 Wcah�a �9, v\/ol1 2 _..�2�I'/z ��y)( Iq.��S) —� 2�`-I Ib Lon - p �3 \2b �b 1b 1997 UBC Static Seismic Forces VerTech Engineering Project: Vance Garage Date: 12/4/2000 Comments: Units: Kips & Feet (UNO) Zone = 3 11 T = 0.095 0.095 Soil type = sd Sail Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 8 HEIGHT TO ROOF) qt = =.020 FOR ALL OTHERS P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)" r max element/story shear ratio Max TB = 1.4*TA 1<p<1.5 <1.25 for SMRF 26952 =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) Ft = 0.00 MIN V 11.115t: .11 *Ca*I 2.5*Ca*I/R EQ: VMI: V: 11 T = 0.095 0.095 Cvl/RT'= 1.0320 1.0335 VEQ = 21247.0 21278 Ft = 0.00 MIN V 11.115t: .11 *Ca*I 2.5*Ca*I/R 3369.0 0.0396 0.1636 815.3 3368.9 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E VEQ MOT Diaphragm ROOF 8 8 20588 164704 3369.0 3369 26952 3706 10th 0 0 0 0 0.0 3369 26952 0 9th 0 0 0- 0 0.0 3369 26952 0 8th 1 0 _ 0 0 0 0.0 3369 26952 0 7th 0 0 0 0 0.0 3369 26952 0 6th 0 0 0 0 0.0 3369 26952 0 5th 0 _ 0 0 0 0.0 3369 26952 0 4th 0 0 0 0 0.0 3369 26952 0 3rd 0 0 0 0 0.0 3369 26952 0 2nd 0 0 .0 0 0.0 3369 26952 0 1 st 0 0 0 0 0.0 3369 26952 0 tut= 11b4/U4 PROJECT _ ENGINEER_ 7x DESIGN OF Michael Hubley CIVIL ENGINEER DATE PAGE-/ O V!I(gym 102. s IC7 2 S tio�� W 1v�Ga VV PROJECT.. - Michael Hubley DATE ENGINEER P- > _ CIVIL ENGINEER PAGE l7ll DESIGN OF c()l�l v -� U4 1030 b 10-30. 16 ---�� io3 y I b 3/I VerTech Engineering Project:. Q (P`I Page: Date: Engineer: 1`r Design of : Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment 1/2" Dia. Sill A35 Clip Load Length Length Length Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing Walllu (ft) u Iib/ft1 in) (in) A......... 58:75 ................................................................................................................................................................................................................... ,58.75 58.75 18 6 2X 6.0 126 25.7 .1030 7.................10.:x....................10:.7....................1.93...................... 6.......................2.X....................6: 0..................23.................4 •.7......... .................................. � ..........1030..................1.0: 2348..................._ 24.......................24........................ 24........................98........................6......................_2.X ........... .........6 :0.................. 23................. 4.:6........ ......................... 2 2348 24 24 24 196 --- ............................ ....6 .......................2X.................::6: �..................23.................4.:6....... y A �VerTech Engineering Project: �A v;,-4 c Page: Engineer: f*0% V Date: %171 Desian of : Shear Walls Stabili Overturning Overall Gravity OT OT Righting Net . Segment Segment OT Righting Net 'Length Load He:� Moment Moment M/D Length Height MMT MMT M/D Wall (ft) aM !ffi JnJU (ft -Ib) Lb) L2 Ll (ft 1b) (ft:L Ll A.......... .............................. .59...... ...... ....... ....... 190 ......... ...... ... ...... 8........ 8240 ......................................................................................... 327898 -4883 58.75 ................ .8 _ . 824o ........................................................ 327898 -4883 ............8........................3......................90................. 8.................2060........677,246..........543............... ....77. 2.:67................... 8 4112 677 13�. ...... 1 ......................24...... 409 .8 .............................................................................................................. 18784 117792 -3635 24 . 8 18784 117792 -3635 2 24 409 8 18784 117792 -3635 24 8 37568 117792 -2852 PROJECT ENGINEER- A DESIGN OF 'Beov-n Tv. 11 b- -1A Michael Hubley CIVIL ENGINEER DATE 1(,h) PAGE F- 5-5 rD CCAC-) 0 Beare Sizer Design Program VerTech Engineering Project: Vance Date: 12/4/2000 Location: Carport Opening Slope of roof Dead Load Live Load DL + LL Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc Ci- 0.99 Fbe= 27372 RB= 5.5 Total Uniform Load Mmax Vmax EI Req'd 3,j� ❑ valley Beam 1 :12 Select Beam Width 3.5 in 12.5 psf ❑ Round Member 26 psf Microlam ❑✓ Horiz. Member 240 (I-/) Fb' 2587 psi 16 ft Fv' 285 psi 12 ft 1.3 ft Height Required 11.6 in 1.00 A Req'd 19 in^2 1.00 S Req'd 69 in^3 1.00 1 Req'd 449 in^4 1.00 Controlling Design LL Deflection 1.00 le= 2.7 Fb•= 2600 463 plf 14801 ft -Ib 3700 Ib 863 "10^6 #-in^2 A • I e Beam, Sizer Design Program VerTech Engineering Project: Vance Date: 12/4/2000 Location: Rafter Spacing ❑ valley Beam Slope of roof 1 :12 Select Beam Width 1.5 in Dead Load 12.5 psf El Round Member Live Load 26 psf DFL (N) #1/#2 Dim ❑ Horiz. Member DL + LL Deflection Criteria 240 (L) Fb' 1221 psi Length of Beam 24 ft Fv' 109 psi Width tributary to beam: 1 ft Unbraced Length 1 ft Height Required 10.7 in - CD 1.15 CF 1.10 A Req'd 6 in^2 CM 1.00 Cv 1.00 S Req'd 27 in^3 Ct 1.00 Cfu 1.00 1 Req'd 151 in^4 Cf 1.00 Cr 1.15 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 5967 le= 2.1 RB= 10.8 Fb*= 1237 Total Uniform Load 39 pif Mmax 2775 ft -Ib Vmax 463 lb El Req'd 244 *10^6 #-in^2 I School District A.P. Number Property Owner Property Location/A< Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) l (�(/ I l Vuilding Department No. 0'7a c i " 5 z - 012, Jurisdiction: City ®County 691-60-7 Lot No. ✓ y Residential Development s Sq. Footage No oftving Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # Commeecial/IndUStrial i New Addition + 4;•'(No foundation Inspection): {' YSq. Footage (Including Exterior J Roofed Areas) Date moor rians revieweo oy acnooi ulsinct rersonneq District Identification jjNo. School District certifies that (Applicant) (Street Address) 61- (Phone Number) LA t., < 24-966 (City) (State) —JZip Code) has complied with the requirements of Resolution No. representing �(square feet. School District Representative 9 by payment of $ AB 2926 $ { FULL MITIGATION $ Date CJ Paid by Check # Remarks: } Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with s Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest willlprohibit you from challenging the imposition of the fees in any court action. 1+-11' If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is i 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)drem a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 Project Address........ Eagle Vista ******* Butte County *v5.10* oZ us Documentation Author... Marty Runnells ******* Buiing Permit Energy Calculation Services P•1S•p0 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie .0 ec Date Climate Zone 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00389S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1885 sf Single Family Detached New Front Facing 110 deg (E) 1 1 Raised Floor 20.5 0 of floor area 0.52 Btu/hr-sf-F 0.65 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 FRONT, FRONT -RIGHT ,FRONT -LEFT, LEFT BACK, RIGHT TO GARAGE Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right, (NE) •6.0 0.510 0.670 Standard Standard Yes Door Front (E) •40.0 0.550 0.650 Standard Standard Yes Window Front (SE). -6.0 0.510 0.670 Standard Standard Yes Window Front (E) -40.0 0.520 0.650 Standard Standard Yes Window Right (NE) 6.7 0.510 0.670 Standard Standard Yes Door Right (NE) 10.0 0.550 0.650 Standard Standard Yes Window Right (NE) 6.7 0.510 0.670 Standard Standard Yes Window Front (E) -24.0 0.520 0.650 Standard i<Stand'ald None Window Left (S) •6.0 0.520 0.650 Standard Stindarc�� None Window Left (S) •20.0 0.520 0-.650 Standard Standard None Window Left (S) 06.0 0.520 0.650 Standard "stand 'd s '� None Window Left (S) •40.0 0.520 0.650 Standard Seandarf�Ain Yes Window Back (W) •17.5 0.520 0.650 Standard Standar Yes J i r C Y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -003895 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal FENESTRATION Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (W) '"40.0 0.520 0.650 Standard Standard Yes Window Back (W). 020.0 0.520 0.650 Standard Standard Yes Window Back (W) *60.0 0.520 0.650 Standard Standard Yes Window Right (N) *17.5 0.520 0.650 Standard Standard Yes Door Right (N) 02.0.0 0.550 0.650 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62 40 R- n/a Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. CERTIFICATE OF COMkLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -00389S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a•single building plan to be built in multiple orientations, any shading feature that is varied is'indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... ` Company. ' Address. G Phone... License. Signed.. tom, Q10�:40'-00 ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. 41 Q /0/'/?_/L70 ate Signed.. " date olive C 0 UAI� f MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 dd ******* Project A ress........ Eagle Vista Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00389S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply Design- Enforce- er ✓ ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 0 Ilk 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 1VJr M MIL;NI7 WIVIING DEPAR EN° hV MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -003895 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150 (m) : Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. �T 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off .switch, weatherproof operating instructions,. no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -00389S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible, lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at'the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. CONI I( YJLI DING ®EPAn""IfifiEN.' COMPUTER METHOD SUMMARY Page 1 C -2R T Project Title.......... The Vance Residence Date..10/17/00 11:02:07 Pro'e t Add E 1 V'c ******* ress........ ag e ista Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003895 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Standard Proposed Compliance Design Design Margin 16.35 17.27 -0.92 16.63 17.73 -1.10 13.53 11.42 2.11 Total 46.51 46.42 ' 0.09 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1885 sf Single Family Detached New Front Facing 110 deg (E) 1 1 ReducedYear Raised Floor 1 15080 cf 0 sf 20.5 °s of floor area 0.52 Btu/hr-sf-F 0.65 8 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1885 15080 1.00 Yes Setback 2.0 Standard No lolu ff E COUNI COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -003895 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE Type/SHGC HOUSE 1 Wall 232 0.088 13 110 90 Yes None FRONT 2 Wall 33 0.088 13 65 90 Yes None FRONT -RIGHT 3 Wall 10 0.088 13 155 90 Yes None FRONT -LEFT 4 Door 10 0.330 0 65 90 Yes None ENTRY 5 Wall 360 0.088 13 200 90 Yes None LEFT 6 Wall 455 0.088 13 290 90 Yes None BACK 7 Wall 295 0.088 13 20 90 Yes None RIGHT 8 Wall 222 0.088 13 110 90 No None TO GARAGE 9 Door 18 0.330 0 110 90 No None TO GARAGE 10 Floor 1885 0.037 19 n/a 0 No None RAISED FLOOR 11 Roof 1885 0.025 38 n/a 0 Yes None TO ATTIC FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Right (NE) 6.0 0.510 0.670 65 90 Standard/0.76 Standard/0.68 2 Door Front (E) 40.0 0.550 0.650 110 90 Standard/0.76 Standard/0.68 3 Window Front (SE) 6.0 0.510 0.670 155 90 Standard/0.76 Standard/0.68 4 Window Front (E) 40.0 0.520 0.650 110 90 Standard/0.76 Standard/0.68 5 Window Right (NE) 6.7 0.510 0.670 65 9.0 Standard/0.76 Standard/0.68 6 Door Right (NE) 10.0 0.550 0.650 65 90 Standard/0.76 Standard/0.68 7 Window Right (NE) 6.7 0.510 0.670 65 90 Standard/0.76 Standard/0.68 8 Window Front (E) 24.0 0.520 0.650 110 90 Standard/0.76 Standard/0.68 9 Window Left (S) 6.0 0.520 0.650 200 90 Standard/0.76 Standard/0.68 10 Window Left (S) 20.0 0.520 0.650 200 90 Standard/0.76 Standard/0.68 11 Window Left (S) 6.0 0.520 0.650 200 90 Standard/0.76 Standard/0.68 12 Window Left (S) 40.0 0.520 0.650 200 90 Standard/0.76 Standard/0.68 13 Window Back (W) 17.5 0.520 0.650 290 90 Standard/0.76 Standard/0.68 14 Window Back (W) 40.0 0.520 0.650 290 90 Standard/0.76 Standard/0.68 15 Window Back (W) 20.0 0.520 0.650 290 90 Standard/0.76 Standard/0.68. 16 Window Back (W) 60.0 0.520 0.650 290 90 Standard/0.76 Standard/0.68 17 Window Right (N) 17.5 0.520 0.650 20 90 Standard/0.76 Standard/0.68 18 Door Right (N) 20.0 0.550 0.650 20 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 6.0 n/a 6 18 .5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 40.0 n/a 6.67 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 n/a 6 18 .5 n/a n/a n/a n/a%a jl-" /a�+,n,/a: ,� n/a 4 Window 40.0 n/a 5 10 .5 n/a n/a n/a n/a n/a n/a n'/'a' n/a 5 Window 6.7 n/a 6.67 12 .5 n/a n/a n/a n/a ri/a •q n/a n/ar n/a 6 Door 10.0 n/a 3 9 .5 n/a n/a n/a n/a ny`a"`'n/a .� i <ri/a,. rri/;a AM f-- _ •" r COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... The Vance Residence Date..10/17/00 11:02:07 MICROPAS5 v5.10 File -00389S Wth-CTZ11S92 'Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res. -Submittal OVERHANGS AND SIDE FINS Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 7 Window 6.7 n/a 6.67 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 40.0 6 6.67 28 .5 4 2 n/a n/a n/a 2 28 .5 13 Window 17.5 n/a 5' 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 40.0 n/a 6.67 12 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 n/a 4 12 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 60.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 17.5 3.5 5 28 .5 6 2.5 6 28 .5 n/a n/a n/a 18 Door 20.0 3 6.67 28 .5 3 6 3 28 .5 n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 40 R- n/a REMARKS Plan front is used to identify the FRONT of the building for energy calculation purposes. This FRONT may not always contain the entry door to the building. This in no way affects the accuracy of the energy calculations. Recognizing that most people have not selected the actual entry door prior to submitting building plans for plan check, these calculations assume a worst case situation in which half of the entry door is glass. HVAC SIZING Page 1 HVAC Project Title.......... The Vance Residence Date..10/17/00 11:02:07 Project Address Ea le Vista ******* Butte County *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan C ec Date Chico, CA 95926 530-894-8466 Field C ec Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -003895 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1885 SF Res.=Submittal GENERAL INFORMATION Floor Area........ ....... 1885 sf Volume .. .............. .. 15080 cf Front Orientation.......... Front Facing 110 deg (E) Sizing Location.......... . OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range... .... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 30123 27561 Latent Load ...................... n/a 5512 Minimum Total Load 30123 33073 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. "OjrTE cou.,.. WING DEPART -MEN. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10696 5605 Glazing Conduction ............... 8111 5272 Glazing Solar ................... n/a 8557 Infiltration... ................... 8578 3522 Internal Gain .................... n/a 2100 Ducts ............................ 2738 2506 Sensible Load .................... 30123 27561 Latent Load ...................... n/a 5512 Minimum Total Load 30123 33073 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. "OjrTE cou.,.. WING DEPART -MEN. _. LONGFELLOW LUMBER CO. INC. ■ Quality Truss Des ign ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 } 89 Loren Avenue Chico, CA 95928-7434 Customer: ��GjGi� &'/1 s - Address:. V, AP#: Job No: _ varlaICES/��ov1 C� Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENCY Timber Products In- on. Inc P.O. Box 20455 . Portland, OR 97220 1 4 (503) 254-0204 �� ` LONGFELLOW LUMBER CO. INC.Bill Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of. lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call 'Longfellow; if you have questions or need additional information'. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. On UING Aid EW 4PPROVE D UAUL,C E111) Ot IA11. S IROIIGOACK IIIAIL IU LEDGER 12' U.C. l iURACED At 55' U.C.) BRACE A35 LEDGER (NAIL 10 VERTICAL 113(K) W/2 -10d HAILS) GAUL' (K) SPACING FUR 113 a 56.0' U.C. REFER 10 SOVS11H CATALOG C-9411-1 FOR PRUUUCI AIIACIOIEIII SPECIFICATION (ATIACII G,1GLE END 11115 HWG rn[I'AluN ritOH CUtti,mut INPUT (IOAI)S 6 01MINSIONS) SNRH1111B of INUSS INR. A: RI1T HAIERIAL ICT ;15 I AGI A35 III FI OIRECI IUN 2X LEDGER III\ II\(0191UN /II IP.USSES STRUNGOACK (PI) BRACEO AT 55' D.C. IIIAN F_ (C) IX4 CON111IlNIlIS LATERAL ORAC114G FOR 0 (SI) (H) 2X4 F.L.,OR II.F. 12 "OR 721. ATTACH ACE ATC MIDPOINT RCI_° EACH GRACE (N) (G) BTR. SIP.ONGBACK BRACE W/2 -ed CCO1qm HAILS. _ 0 24' MAX GABLE EN lSl � e T LEDGER (N) 6XC OUILOOKER \SI 1\ \ \ \ \ (III )I IN 1 PEAK PLATE 10 HATCH CDIMON TRUSSES. NOTE: CIOP.OS 10 BE 2X4 FIR-LARCII 12 Hill. (SI ) SPLICE PLATE 10 HATCH COMMON TRUSSES. HOTEL HITS DETAIL MAY BE LISEO FOR till 1IEEL PLATE 10 HAIGI CDtIION TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) UPIIOI 10 WEB PLAIT1tG: USE (3)-2' WIRE SIMPLES (0.072 DIA./15 GA.) 10E)IAILEO IIRII CIIORO IIID WEB A 11RU WEB 11110 CHURO [11 OHE FACE FUR A TOTAL OF 6 STAPLES. (PI). IS I ) & (111 ) MUST DE PLATED. (G) GABLE EIO DESIG+I OASEO 011 75HPH WINO LOAD. EXPOSURE 'B' AT 0-25 Ff MEAN PLATE MAX. WEB LENGTII IX3• 2-0-0, 2X4• 8-1-0 3X4•. 13-6-0 NElo1r. ' AT TYP. Wave TPI -95\R Desig" Criteria: TPI -95(S O O O O "YARNING•• IIYSSIf NLOOII[ [11A(M( CAVI 11 FABAICAIIOI. MAAOLINO, SHIPP110, INSIAII IO AND IAA(INO. RIf(A 10 NIB•11 (NANDL110 INfIAttING ANO IAACINO). ►OBLISNID It 1►1 (IROS$ ?LAI[ O O IAf1110tt, 513 O'OIOF10 OR., $0111: 100, MADISON. YI 13111). FOR SAF[IF PRACIIC[S PRIOR 10 II NF OAM110 IN[f[ FDICIIONf. NILISS OIN[AYIf[ 1101,11(0, 10► CNOAO INALI NAF[ IAO►IALY AIIACNIO Q O f1IOCIYAAI ►ANTI$. 10110M CROID SNAIL NAF[ A ►ROIfALS ACRID AIOIO CIIl1AO, '•IMPOAfANf•• F0411SR A COPY Of IRIS DESIGN 10 INT INSIALtAIION CONIRACIOR. AL►INI (NOI/([RIO O ZALPINE O IAD,,tlf. IAM. fRAIt *0 ICE 1, A[$►DAlIBL[ FDA AIY DIFIAIION FROM IRIS OISIDN, ANF ►AItDN(10 -/ IFIlO IIt IAISU S 11 CONF04HAACI NI IN I/lt OA fAIA1CAI IND, MANGLING, fNl►/IND. IISIAllAl10N OR IAACIND Of 1405515. IRIS OIf10I COAiOANf IIIN A►►LICABL[ ►AOYISIONS OF IDS (NAIIOIAt OIf10N f►ICIlIt4t10N ►OIIIfNIO IF 11[ AMIAICAI FO..31 AID ►AI[A Af1OC1A110N) AND Ill. Al►III (L_RU(S�S �j IAC41fAt ' NIA.IS. AND0 Of1DNlIlf fOtN1AN15I It OCAI(D 0I1 OAII. [lots Dillon. POSITION COAIICIOAftL. IXC(pl AS folio. Apply t pin IS.t$ 10 '•—' " •—� OF AI AI C IAOSS•0f►([Ito NI41AAA0 SNALLI1011It 11t1[D Y►OIS WE 01 N13 11 ANYNING OIN[A►PJIIS WAY. OMIT 10 IR[ 0(f10N 6 - 10d COH11111 BLOCK MATtS GRACE 3 AILS -Ind R EACII ETD ONLOOKER CRITERIA 3.5' MAX. IVP. TOTEM a 24. O.C. 1.5' MAX.' I 12' Hill 24' MAX 2X4 F.L. LLHOER GRADES MAX. LENGTH Wlllcul BRACING fill MAX. LEIK;Tii W/ SIRQIGBACK BRACE I S) STAIOARD 5-11-0 II -10-0 II 7-9-0 15-6-0 11 6 BETTER 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESS/pN� TC LL 30.0 PSF I REF R992 W y TC DL 15.0 PSF DATE 03/19 DC OL PSF DRW .CO112 DC LL 0.0 PSF • * JTOTAD. 50.0 PSF SEOII - 25458 DUR.FAC. 1.15 FROM POC SPACING CLB WEB BRAG SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLD) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WED BRACING METHOD IS DESIRED. INiYY043 THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X8 I ROW 2X4 I -2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X6(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WED. APPLY (1) SCAB TO, EACH FACE OF WEB. •-VARNINUN• IRUSSLS RLOUIRL LXIRLML LARL AND BRACING. REFER 10 HIB -91 (HANDLING IN! PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 21 PRIOR TO PERFORMING THESE FUNCTIONS. UNLI PROPERLY ATTACHED STRUCTURAL PANELS AND CEILING. u -IMPORTANT-■ FURNISH A COPY OF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT DESIGNI ANY FAILURE TO BUILD THE TRUSSES I HANDLING, INSTALLING AND BRACING PROVISIONS TIPPINGor NDS, (NATIONAL DESIGN SPECT I PAPER ASSOCIATION) AND TPI. ALPINE CONNECTI EXCEPT AS NOTED. APPLY CONNECTORS TO EA( THIS DESIGN, POSITION CONNCCTORS PER DRAVI ACCEPTANCE OF PROFESSIONAL ENGINEERING RE E T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WED NARROW FACE ATTACH WITH 16d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH Y vU1L \I Q?,2tt55lQNIS DRAWING REPLACES DRAWING 579,640 vG Ss ti� Q� y� LL PSF REF CLB SUBST. ,VE W DL PSF DATE 06/25/99 IEDs RIGID No. 5 rr+ DL PSF DRWG BRCLBSUB0699 BLE LL PSF -ENG MLH KAR STCEATEDLON J}9 CIVil.\Q` lFCF T.LD. PSF DUR.FAC. TTES CA��FOQ` ncr SPACING J IIuss On ACIt1U/11111CKItlR uGIAII TRIS 11118 PR(PAR(I) rRUll CUIIPUIIR IUrul nu111c ■ nu.ru■�..... 1111X N 111lAU I I IU/lH-O(:K IIA) DETAIL (AT mmmin 110101 nIIACIM 11ESlulln1 10 OrAUILiZE 11111SSL'S, AM HAS NUI UEE11 PESIGIED In RU:slsr 1 AIVIIAI tow An (A) 2X4 13 1101 -Fill OR IIE11E11 CONIIRIMS L41EIIAL 11HAC111C 10 IIE EQUALLY SPAM). AIIACII Willi (2)•1611 HAILS. 1111AC11.10 I•IAIERIAL 10 BE SUPPLIED AND ATIACItED Al 110111 EIUS 10 A GUITAOLE SUPPORT RY EnECT1011 C0IIIIIAC10n. , (Irl Immir OF TRUSS AT sr1PPon T. 1. . r1 TNG SECTION S -S •---_• - .. .1 -32 nrn. muss 0 (0) 2X4 II.F. 13 OR OETIER OIAU'014 BRACE. APPLY B.C. ATTACII .BRACE , III PAIRS AT 16-0-0 (T) - IRUSSES 10 EACII OVEIILAPI'(li) TRUSS US[110 (2)-16d IInILS AS GIIONII. RAY BE LOCAIEU Dir Emen FACE OF VEIITICAL. (1') 611GA7111N0 APPLIED 70 IOP CIIORO, (L) LOADS AS ' 1101CAIED 011 TRUSS DESIGII. (1.1) IF TRUSS IIEIGIIr AT SUPPOIIT IS 10.011 On LESS, DIAGOIIALS 1101 REAQUInEO. e • APPIIOX. 45' (110) IILOCKINo 10 13077011 arrG OVER surrom, II.F. 13 OR BETTER 2X SIZE OF 0017014 WORD. PLT TTP. Nave TPI -95 O ' Q O Ile slgll Crllerla: TPI -95 STU 10.263 Q ••YAA1110•• lunh�'i�lt p,jtl n■ nl tAA A Al11tA o■: A4■ol i■0. )r1►►ii0,-iA 1TAiT'iJ0%r0 IIrt1At, C� - I - - . (� 11111 to ■11.11 (/A■OI Ise I■/1All ltl A■0 DAAcl101, rr1111■10 jr Irl (I1r1/ r1A11 QT[SSIU Q IItlII111, Itl r olorlo eA„ f0111 /00, nnlfol, rl II►111. too /&IIIc IIIIo1e11e Tc EL ' REF R427 Q tRAcllIIl ##let 10 Q�. p� n111 Int11o1f, ullll et■IArIII (Ao1cAlU, lo► t1o■r 1■All AAII rlorllll AIIAcr10 • '`'I�a Q Ihsl Irl Al talo. Ie11o� Uo10 lull "All 1 r1o►IAIO AIIAt"10 Alole 6111110, TC UL UAIE (/12/94 O ALPINE .. .11'.01'll°.()/0■Slott "-I'-,3y' ^ "Ani 101 110 `/R0°II 0111 11 AA��",:����� 10 nc VL (L ) ,15 rrlu Iq 107nU I/ lo&Ia1uc1 rllr 1►It oA ru1tu111/. ptelJa. SUrrl■o, IIl 1lAIJOR1041 of nAt Ui Or 1.01111. 1211 Oltict torr OAnl ■II■ Arr11tA111 *101111011 trlIIrlullo2 LL R IUSC1 �' 0/ ■Ol pA1101A1 OIIICr ►■1111 ■to 0r 11f A"111tu IOAIfI uo M►I1 AffoUUloq ur Irl. AI►Irl All 1 01 or 1162 Ann Alit ell► eAl 1, 11111. 1�„ bplppl ,h TOT.LII. `A-+1•-rcJ n n IIUrI Al low. A►rl0 toulttoAl to 11:11:111.1101, oI nrl1, Are *21111 211 INIII I0tA110 01 1■Il office, ronllor to■rltloll ►11 1-1 01"1261 110. I1r l*t Ile A.F. As 11612111.1 list o■ I"ll *'�r�� CIv+`��V ! I►Ilii.rnc. Unit ],040,634 ocArl■o Arrllll °"1f to I"1 DISI°. Col cI• CA�tnr1 / ciic - - - - - — - SPAC I11G 5171 AIIOVE DcLnlI for INbrienllun of bulLum chord 1`11 for Lo be uncd to produce IT Clnl buttom cllurll of variable lcuyth. ite(er Lo nppropt•Inte deslyn for lumber, plates, turd Wier data not shuwn here. IA) 1X4 conLlnuous Intern! brnclny @ 61-1111 U.C. (,jinx.). hUnch wlLh 2-1111 nalltl. Furnish copy of Lhis draswlnq Lo ereclloncontractor no ho will know of Lhla tequlcemenl. !. REV. / SM / 1/7/92 (UIIAWING NILK301) (2) IIEV. 1/21/93 1311 (VEIIf1CAL) . . (3) REV. 7/7/93 I'M (MAX. 1:11 -LER UDEN PANEL) I I,II.., PLATE TYPE ALP111C FUIINISII A COPY OF TATS DESIGN TO EIIECTION CONrF1ACTOII 1 , 1, IMPonTANT: ALPOtEE1in011:1;11[N17IUNIICIs, INC, EXIIIEMECAM lit 11ANpLIN0.11:11EMIONAND i I I,II.., PLATE TYPE ALP111C FUIINISII A COPY OF TATS DESIGN TO EIIECTION CONrF1ACTOII WhI1NINQ: InussEs 11EOUINE DESIGN CHIT, UUC HEF: 5736 R421 IMPonTANT: ALPOtEE1in011:1;11[N17IUNIICIs, INC, EXIIIEMECAM lit 11ANpLIN0.11:11EMIONAND - SIMM Not UE nurunsi E FUIIANY UCVIAIIn111110m 1NESE SPtl:It ICAIIONS nil ANY DEVIATION FIIpM 11115 U[SInN Oil MY UPAC010. SEE 'OWf.le- IlIIIACIIIO WOOn InUSSES: COMMENMl1Y AND nECOLMEN• (ESSIU TC LL: PSF JlAIE• 7/19/88 fA1l11nf 10 1111110 IIIE MUSS 41 C1ITIFOtIMAUCE WII11 DATIONS SEE 11119VESIONMIT AUDI- �O` Q IIIE E4`OUAIIIYC01111101MA11UAL'IIYIllAtPINE CUNNECIOIISAlit -••IPS. 11ONAl SPECIAI. PEIIMANENI 811ACINO 4L,Q H TC DL: PSF ��1;CU1061,�____ MAIq It AClllll[O MUM _ 70 OAUGE IIAIVAURVI) SIEft UIIlr;S9 ~ 0111I IIWISE SIIOWII, LIEFI01a NEOU111EMENIS Of ASIM A446 IlE0W1EMENIS.IRIEESSOIIIEIIMASESIIOWN. TOP C110110 SIIALL VE LAIEIIAILY BINGED DL: - PSF 1G: Fll rw OnAOEA.APPLYCOI01EC1011910N011lrACESAttACI1JOWt Willi PTIOPEItLYAIIACIIEOPLYWOOD $liEA. 5.0 a _/•..,�' AIIO LOCATE AS SIIOWN. BEA111110 VADIIls Alit 4' NOMIIIAI UIILESS OIIIEtIWISE SIIOWN OESION 1111Na, not tom cllonn WHIT aloin ctaitla , x )b.fOT. LD: v *t PgF O/A LEN: VARIES SIAtIVAIIIIS CONF011M TRUSS 1v1I11APPLICABLEPIIOVISIONSOF'1109.00ANU Irl.050IIPCI.00. ' 'Irl . InussPtAIE INSIIIIIIE:NDS - NAIIUNALDESIGN On n11ACINa A9 SPEcirmp ON DESIGN. 0o 1401 USE IMS DESIGN1M111 fIIIE nElAl10AN1 laEAtE0lUM0Ell— SPECIfICAIIUNfl nwool) CU119111UCTION. d 67�2�1 tv' OU11, FAC: * �_ CIi�\' _,�Q�`! SPACING 24.1)11 % PITCH, VARIES 11.!'. TYPE: UI:TAI I. •(VANC1009-MANCE - Al 36' COM ) I TOP.CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L $1 o WEBS 2x4 DF -L Standard N LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I- 0 rn . C30 L17 O z E- v ca 0 a cam. ra w a w W3X6(A1) z .w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC m 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 am n.�nv TIC. LTA+ d W3X6 ,m W3X6(A1) e A1 —A-8-0.0 2�� &U ITE COUNI a L 18-0-0 I 18-0-0 _ pp•`��`�° � 36-0-0 Over 2 Supports R-1292 W-3.5' r w R-1292 W-3.5'®� o ELY PLT TYP. Wave TPI -95 R Design Criteria, TPI STD CA/ -/11-/-/-/F Scale — 1815' Ft I 0 0 0 N C E V • ALPINE a�nSaccincaW � N• •lYARNTNG•- TRUSSES REOUTAE [STICKE CAR2 1S FABRICATION, DANDLING. SNIPPING, INSTALLING AND RACItG. REFER TO NIO•Fl (XANOl IN6 INSTA1lI16 AND BRACING), PUBLISHED 0T TPI (7,R. /LAT[ED INfiITUrz, E0] 0.ON0nw DR.. SUITE 200, DAVISON. NI $3719), FOR SAFETY PRACTICES ►ATOM TOTC P(RFOIHING THESE FUNCTIONS. UNLESS 07MIRVISI INDICATED, TOP CHORD $NALL HAVE PROPERLY ATTACKED STRUCTURAL FANELS, BOTTOM CBDRD SMALL KATE A FROPEALY ATTACKED RIGID CEILING. ••IMPORTANT•• FURBISH A COPY OF THIS 011191 TO THE INSTALLATION COITIACTOR. ALPINE ENNIOLEIEO8C PRODUCTS, INC. SRALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESION; MY FAILURI TOIBRO TBE TRUSSES 11 COIFORNMCE NITK TPI; US FABRICATING, BRIDLING, SNIPPING, INSTALLIIA Al ;RACING of TRUSSES. THIS DESIGN CONMAS KITS APPLICABLE PROVISIONS OF NDS IIATIONAI DEMI8C ON PUALISOF OY TAt AMA653 4 FOREA UD EL. ASSOCIAS NOT AND TPI. ALF11ITOT.LD. CONIECTOE ANE MAOI OF ZOSA ASTM ABSS 01A0 GALE. 01 THI tDESIG Af ONOTED.SITIO APPLT COIIECR"LS TO EAQ FACT Of TNUff, ALD UNLESS OTHEIYIS[ lOprz0 01 THIS OESIGR, ►DSIilOI CpINECTOIS /ttDIAYIIS$ 160 A -I. TNI SEAL DI TAPS ORANINB MICATIS ACCEPTANCE OF PROFESSIONAL ENGINEtl1S6OUR. CORAPI001lNTIS IFOR AITLITT L►ARTIELY CULAR BTHE UILDINGUSS �19 TIE RESPONSIBBILITY OP THE BUILDING DESIGNER.WN. 761 SUITABILITY ADD PU THIS ADSIITPI 1.1995 SECTION Z. TC LL 16.0 PSF DL 10.0 PSF OL 7.0 PSF LL 0.0 PSF 33.0 PSF REF R427--51497 DATE LO/10/00 DRW CAUSR427 00284047 CA -ENG GTP/GWHCORRECTOSPECIFICRS SEAN - 12892 FAC. 1.25 FROM GA SPACING 24.0' VAWC1009-VANCE - AlA 36' COM TOP CHORD 2x4 OF -L J1 BOT CHORD 2x4 DF -L #1 o WEBS 2x4 DF -L Standard c -SLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. . I ' 0 rn W L27 O z a~ Gi O .•a W Gi W a CTa IYL.7A9 � z W2.5X4(A1) e c.s z - w' THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC ® 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 m nJAU E3 WC .7x4 c W3X6mm W2.5X4(A1) P�o 78-0-0 12-0-0 - 8-1-12 ale 17-8-8 _I 221-0-0I WJ-Lv' a» L_ 18-0-0 1 18-0-0 I a 36-0-0 Over 4 Supports 6dA DEPA I E l R-349 W-3.5" R-861 W-3.5" R-979 W-3.5" R-394 W-3.5" OVLIJ �t 0 r PLT TYP. Wave TPI -95\R Design Criteria: TPI(ST CA - 1 - - F Scale -.1875" Ft. I 0 O O N O F: V ••MANN IMS— TRUSSES REQUIRE EITMEME CARE 16 FABRICATION, GAMBLING. SNIPPING, INSTALLING All GRACING. REFER TO 110.91 (9ANDLING INSTALLING AIM BRACING). VUBLISMED BY TPI (TRUSS PLATE TO INSTITNTE, SBS 0 FUNCTIONS. D4.. SUITE 100. MADISON, YI TOP FOR LL NAV PRACTICES ATTACHED PERFORMIM6 THESE FONCTIOIS. YML[Sf OTHERWISE INOIGTEO, TO► QIORD SMALL RASE PROPERLY ATTACIIlD f715CTIBAL PANELS, BOTTOM CNOID SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. npLD W, AP _y Q "CC TC LL 16.0 PSF TC OL 10.0 PSF REF R427--51498 DATE 10/10/00 DRW CAUSR427 00284040 ALPINE �� wIns, SRasmra a CA 95929 ••IMPORTANT-- FOAM ISN A COPY OF THIS 013161 TO TME INSTALLATION CONTRACTOR. ALPINE ERGIYEEDED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; All FAILURE TO BUILD THE BRACING OFTRUSSES TRUSSES.M COTHIS DESIGN CONFORNCE WITH MS YITM AP02 PPLICABLE PADIIISIONSSOFPROf6(NATID (NATIONAL COIIICTORSSPECIFICATION ARE PUBLISHED RONATHE ASIR ASS3 SMO GAIN. STEEL. EXCEPT EAST NOTED. TPI. AP►LT COMMECTWS TO EACB ►Stt OF TRUSS. AND MIIESf OTME4YlfE LOCATED 01 THIS DESIQR, POSITI01 COMMEtt0113 PER DRAVIEGS 160 A-1. TME SEAL 01 THIS CRAVING INDICATES ACCEPTANCE or P40►EfSS01AL ENGINEERING BE SOLELY FORAphw COMPONENT)LITY FOR All PARTICOLAREB0IL01 GTRUSSO ISOTHETRESPONSIBILITY OF THE BOILDINGDESIGN OWN. THEITY DESIIGNER.PAND SE R TIIS ANSI/TPI 1.1995 SECTION T. 5 * Oct 10 2000 * �' CMR, may' owr F� _ , BC OL 7.0 PSF BCBC LL 0.0 PSF TOT. LD. 33.0 PSF CA -ENG GTP/GWH SEON - 12900 DUR . FAC. 1.25 FROM GA SPACING 24.0" 1009-VANCE - AIB 36' COM TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF-L'Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. n.: I*********DO NOT TURN TRUSS END FOR END********** 0 C" Co o z W2.5X W3X6 T3 E~ W2.5X4 9 5 r v A 0 a A w feu z W2.5X4(A1) ea W1.5X4 DI W2.5X4 v z C-3 W5X6 ;a W3X8 sa W3X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC. BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2.5X4 o W3X6 s --1 5 W1.5X4 o- W2.5X4(A1) m )2 0 oY�-6-5-12 �Ic 19-4-8- 18-0-0 9-4-8 18-0-0 I 18-0-0 I JU ITE es 0U�n Y Q cE1INN DEPART 1 � 36-0-0 Over 4 Supports 11 IR-299 W-3.5• R-853 W-3.5' R-1046 W-3.5' r. ::z R-385 W-3.5' 0 v ao 0 �- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA/ -/l/-/- /-IF Scale - 1875' Ft O O O N O F: ' =z ALPINE ' A•l'pwi,�m� "`1"'�' per' �' s0aamrmo,�95mg ••WARN ING" TRUSSES REQUIRE EATREME CME IN FABRICATION, HANDLING, SHIPPING, [&STALLING AND I WIS. ItFIR TO 119.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE lISFITUIN SBS DFUNDFRIOCTION . UN SUIESS O HERW MADISON. WE $OP1CHO FOR LL NAV PRACTICES PRIOR TO ►ENFOANIOG THESE fOBCT10R5. UNLESS OTHERWISE INDICATED. TOP CHORD SRALI x4f[ PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTAMT" FURIISN A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE tNGINEERED PRODUCTS. INC. S1ALL NOT BE RESPONSIBLE FOR MT DEVIATION FROM TONS DESIGN: MY FAILUN[ TO IBILD THE TRUSSES 11 CONFORMANCE WITO TPI: ON FABRICATING. HANDLING. S111P►ENG. INSTALLING AN IIACINO Of TIOSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS 01 NDS (NATIONAL DESIG CONNECTORSSPECIFICATIAREON PMADE OF IOGAUBLJSlllQ BY TASTM OE ABS3 U40RGALY. STEEL, 610EDTIIT AND PAPER IASIN TED. AID TPI. ALPINE APPLY COMMEC70AS TO CAL& ►KC 0/ 1KtlSS. ARD UNLESS OTHERWISE LOCATED OR i1►S DESIGN. POSITION CDIIECTCM1S PER DRAY)IGS 160 A -Z. TIE SEAL 01 THIS DRA1119 IODICATES ACCEPTANCE OF PROFESSIONAL E16IRIERII6 N[S►ONSISILITY SOLELY FOR THE TRUSS COMPOBENT DESIGN SHOWN. TNI SUITABILITY MD USE OF TNIS COMPONENT FOR ANY PARTICULAR BUILDING it TIE RESPONSIBILITY Of THE BUILDING DESIGBER. PER MsuYPI 1-1090 SECTI09 t. Q�,Ob{!N TTT * Oct 10 200 * �' �,(� TC LL 16.0 PSF TC OL 10.0 PSF 6C DL 7.0 PSF BC LL 0.0 PSF OT. LD. 33.0 PSF REF R427--51499 . DATE 10/10/00 DRW CAUSR427 00284041 CA -ENG GTP/GWH SEON 12898 DUR.FAC. 1.25 FROM GA SPACING 24.0' m 9-V'ANCE TOP CHORD 2x4 DF -L #1 c.=> CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard I.. nDAr I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. F'„TES DESIGNED FOR GREEN LUMBER PER NDS 97 TABLE 7.3.3. --LECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. c::'JSS TRANSFERS. -101.33 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT (S) z =RE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. *** THIS TRUSS IS NOT SYMMETRIC -- INSTALL AS SHOWN *** W5X6= e— 0 NEGATIVE REACTIONS) OF -639# MAX. (SEE BELOW) REQUIRES UPLII'I CONNECTION ** THE MAXIMUM HORIZONTAL REACTION IS 4053# ** IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC 10 PSF BC LIVE LOAD PER UBC. W5X4(A2) -T — . L.._, W3X6 = A 17 ,1 z D D 12-0-0 .1 8-1-12 E 31 17-8-8 18-0-0 18-0-0 R DING DEPmrop% 36-0-0 Over 4 Supports R-1338/-639 W=3.5" R=988 W=3.5" R=1820 N=3.5" U VVP rit, R=668 W=3.5 W. Rh=4054/-4054 PLT TYP. Wave I -95\R Design Criteria: TPI(ST INSTALLING AND ALPINE Alpine � oered A 9oSdaucL ' Inc. 11ACI"G, R TRUSSES REQUIRE EY TREME CARE IN FABRICATION, HAN PUSL , SNIPPING O• ^ W L` BRACING. REFER TO HIB 91 (MAITREH IARE I IHG AND BRACING), PUBLISXED BY TPI (TRUSS PLATE W ,7\ INS IT ITVTE. SB3 O'ONOFR TO D0... SU1 TC 200. HAOISOII, HI 5]719). FOR SAFETY PRACTICES PRIOR TO h PERFORM ING THESE FUNCTIONS. UNLESS OTNERHISE INOICATEO. TOP CNORD SHAH MAtlE PROPERLY A7TA[NEO STRUCTURAL PANELS• BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. •114PORTANT-� FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D PRODUCTS. INC. SHALL MOT BE RESPONSIBLE FOR ANT BEV IAT 1011 'R "IS CONTRACTOR. DESIGN; At FAILURE TO Ct BUIlO TME TBUSSES IN COO FORXANCE WITH TPI: OR FABRI CAT IN6. HAIIDLftIG. SNIPP IN6, INSTALLING AND BRACING OF TRUSSES. THIS OCSIGN CORF ORHS WITH APPLICABLE P0.OV IS[ONS OF 1705 (NATIONAL DESIGN P SPEC IFICATIOM PUBLISHED BY THE AHERiCAA FOREST ANN PAPER ASSOCIATION) AND TPI. ALPINE J a n 10 2001 CONNECTORS ARE MAGE Of 2OGA AS A653 GR4O GALY. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATE* ON TN[S DESIGN, POSITION CON" EtTOBS DEA Aja, CIVIL- \P DRAWINGS 160 A•2. THE SEAL OW THIS DRAWING INDICATES ACCEDTANCF OF PROFESSIONAL ENGINEERING RCSPOHSIB ILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C ANSI/TPI 1-1995 SECTION 2. CA/ -/1/-/-/-/F DATE O1/10/01 TC LL 16.0 PSF TC DL 10.0 PSF BC DL. 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1-25 SPACING 24.0" Scale=.18750/Ft. REF R427--50806 DATE O1/10/01 DR W CAUSR427 01010019 CA -ENG TSB/GWH SEON - 32900 FROM GA V,ANC1009-VANCE - A2 36' TSC TOP CHORD 2x4 DF -L #1 :T1 2x4 OF -L #IABet.: BOT CHORD 2x4 DF -L #1 :B1 2x4 DF -L #lABet.: o WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: Ln ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. C=3 - C'0 Co Ln 0 W3X6 o 45X! W2.5X4 0 cn 5 r U A T1 W3 0 W6X12 a w 81 3W1.5X4 ?r a z W3X10(A1) M-1 rsI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC ® 24.00" OC, BC '@ 72.00" OC. 1D PSF BC LIVE LOAD PER -UBC. W5X68 WZ.5x4 am W1.5X4 % W3X6 (A1) e Z�.. O -r) 18-0-0" _I_ " 18-0-0 10-0-0 T 9-8-8 ? 16-3-8 ���s € 36-0-0 Over 2 Supports D� R-1292 W-3.5' 7�����j'`i; TM Nz. , Co 0 PLT TYP. Wave TPI -95 R ! "YARNING' TRUSSES REQUIRE It TREME CME IN FAI scan Criteria: TPI/STO BRACiNB. Rml TO NIB -91 (HANDLER& INSTALLING AND BRACING). PUBLISHED BT TPI (TRUSS PLATE [� INSTITUTE. SB) O'ONOFRIO DR.. SUITE 100, MADISON, III Sim), FOR SAFETY PRACTICES PRIOR TO p PERFORMING THESE FRACTIONS. UNLESS OTMERNISE INDICATED. TOP CHORD SHALL HAVE FROFEALT ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SMALL MAT[ A PROPERLT ATTACHED RI910 CEILING. "IMPORTANT`• F6ANISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM TOIS DESIGN: MY FAILURE TO .-r BUILD THE TRNSSES IN CONF02AAKI WITH TPI: OR FABRICATING. GANGLING, SHIPPING. INSTAt LING ANO/ ALPINE BRACING OF TRUSSES. THIS DESICR CONFORMS WITH APPLICABLE PROVISIONS of NDS (NATIONAL DESIGN` H SPEC IFICATIOR ►RRLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 9-> CON NICi0R3 ME RACE OF 204 ASIR A6SS QUO GALA. STEEL, t10EPT AN NOTED. APPLY CONNECTORS TO O EAC: FACE ,OF TRNSS. An UNLESS OTRINWIS( LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OKAYING$ 160 AQ. THE SEAL ON TOTS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING eVinII� p,�,,,,w RESPO:SIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHONA. TN[ SUITABILITY MD USE Of THIS AVin COMPONEIT FOR ANY PARTICULAR 691LOIRG 1S TIE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Smcrftc_. 1.1So$ SECTION 2. W. Oct 10 R-1292 W-3. t,A/-71/-/-/-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" "die �.ttlf7 /ri REF R427--51500 DATE 10/10/00 DRW CAUSR427 00284042 CA -ENG GTP/GWH SEON - 12904 FROM GA '(VANC1009-VANCE - 81 15'4" COM TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L, $1 C=D- WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CL : W4X4 m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24:00' OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. z -2-0-0--j L --2-0-0--J o. L 7-8-0 7-8-0 _I Q 15-4-0 Over 2 Supports R-610 W-3.5" II c. m o _PLT TYP. Wave TPI -95\R I o O O . N ALPINE H V O IAW- , ma riteria: TPI(S BRACING.- tIf (I TO HIB•91 • (HAIlD11NG [NSTALlIN6 Ab0 BRAC INBI��Itl1lISHID BT Tfl �(it052 PLATE IISTITUTI. SOS D'OADFRIO OR.. SHITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNOID SMALL HAVE FROPERLY ATTACHED STIU1 RAI. PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-- FURNISH A COPY OF TOIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 0111ATION FROM THIS DESIGN; ANY FAILURE TO BUILD TNF TRUSSES ON CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIA6 OF TR/SSSS. THIS DESIGN CONFORMS WITH APPIICAILE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUILISMED BY THE AMERICAS FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CURVECTWS ARE MAGE OF 20GA ASTIR ASS3 GR40 GALV. STEEL. CICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TIOSS. AND UNLESSOTIEINISF LOCATED ON 111$ 019161. POSITION CONNECTORS PER DRAWINGS IID A- . THE 3EAL 01 THIS DRAWING INOICATES ACCEPTANCE Of PROFESSIONAL EN6tREERING RESPOtSORILITT SOLELY FOR THI TINS$ COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR ONILDLIG SS THE RESPONSIBILITY Of THE BUILDING DESIGNER. Fig ANSIITPI 1.1995 SECTIOS Z. R-610 W-3.5' �k.8-0-0 . JU FTE COLiNj v .6YkDJNG CA - 1 ISca'le1';:3715 1 w TC LL TC OL 16.0 10.0 PSF PSF REF R427--51501 DATE 10/10/00 8C DL 7.0 PSF DRW CAUSR427 00284043 BC LL 0.0 PSF CA -ENG GTP/GWH Oct 10 2000 * TOT. LD. 33.0 PSF SEON - 12909 PF C DUR.FAC. 1.25 FROM GA SPACING 24.0" VANC•1009-V.ANCE / VANCE HOUSE - B2 15'4" GIRD TOP CHORD 2x4 DF -L #1 cZ CHORD 2x6 DF -L SS N WEBS 2x4 DF -L Standard --.TES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -.-,LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 00" OC, BC @ 72.00" OC. 0 o ;DER SUPPORTS: 36-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC VI.IT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (H) RECOMMENDED CONNECTION FOR 36-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" OC: SIMPSON HUS26. SEE SIMPSON CATALOG C-2001. 1-16X6 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING- ** THE MAXIMUM HORIZONTAL REACTION IS 690# -- TRUSS TRANSFERS 45.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. w W3X1O(A1) r� WJAlU(A11 7-8-0 7-8-0 I15-4-0 Over 2 Supports j R=4915 W=3.5" Rh=690/ 690 R-4915 W=3.5" 0 Lr -3 I PLT TVP. Wave TPI O 0 N 0 ti ALPINE I Alpine Enginmed Ploducls, Inc. rH Sacaeoto,CA 95828 i\R Design Criteria: TPI STD •NARtI ING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SLAPPING. INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBO D'ONOFRIB DR., SUITE ZOO. MADISON, N1 5]719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC7IONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTAtIT•� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RESPONSlOLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Coll 0ECTORS ARE MADE OF ZOGA ASTH A650 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS DER ORA WI NGS 160 A - Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS(ORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILOING DESIGNER. PER ANSI/TPI I. 1995 SECT IDH 2. , 5, : ■' Scale =.375"/Ft. REF CA 1 DATE F D R W TC LL 16.0 PSF o�p W h Eq� TC DL 10.0 PSF J BC DL 7.0 PSF /y6 8 BC LL 0.0 PSF Jan 10 2001 * TOT.LD. 33.0 PSF CIVIL DUR.FAC. 1.25 SOF SPACING 24.0" Scale =.375"/Ft. REF R427--50804 DATE 01/10/01 D R W CAUSR427 01010012 CA -ENG TSB/GWH SEQN - 32906 FROM GA (UNC10d9-VANCE - C1 24' COMM ITOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o -ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I o rn o z Dn H v A d oe = A - W . W WM(A1) T;a z z W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R OINENSIONS) SUBMITTED BY TRUSS HFR. - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 B W2.5X4 Tm WM (A1) z Lc2-0-O.J La o. ) 12-0-0 _I_ 12-0-0 J I 24-0-0 Over 2 Supports R-896 W-3.5' w rn 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI S7 •YARNIH6•• iMOSSES REQUIRE EXTREME CARE In FABRICATION. HAROLISO. SHIPPING, IISTALLIRO AND o _ BRACIMG. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE o INSTITUTE. 593 O'ONOFAIO DR.. SUITE E00. MADISON, NI S3119). FOR SAFETY PRACTICES PRIOR TO o IINFORMING THESE FUNCTIONS. UILESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLT ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENOIACEREO O PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS VESICA; ANY FAILURE TO BU)LO THE TRUSSES IN CONFORMANCE WITH TPI: 09 FABRICATING, HANDLING, SNIPPING, INSTALL INS AAO/ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIAE U C0C:ECTORS ARE MADE OF LOCA AST" A6S3 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO p EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSI7104 CONNECTORS PER OMAW(NGS 160 A•1. TBE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IESPONSIBILITV SOLELY FOR THE TRUSS COMPONENT 011161 SHOWN. THE SUITABILITY AND USE OF THIS �P CA9� s� �' CONPON[NI FDA ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA MSI/TPI 1.1915 SECTION t. R-896 W-3.5' � 8-0-0 qx1rrE iigb e .APP wol Scale =.25'/Ft. REF R427--51503 DATE 10/10/00 DR W CAUSR427 00284045 CA -ENG GTP/GWH SEAN - 26000 FRON GA 0 D W, TC LL 16.0 PSF TC DL 10.0 PSF 06 BC DL BC LL 7.0 0.0 PSF PSF 10 200000P # TOT.LD. 33.0 PSF AMDUR.FAC. " 1.25 SPACING 24.0' Scale =.25'/Ft. REF R427--51503 DATE 10/10/00 DR W CAUSR427 00284045 CA -ENG GTP/GWH SEAN - 26000 FRON GA 0 (UANC1009-VANCE / VANCE HOUSE - C2 24' GIRD ) TOP CHO16 2x4 DF -L #1&Bet. Eo CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :1.15 2x4 DF -L #1: Wedge 2x4 OF -L Standard::Rt Wedge 2x4 DF -L Standard: (=-- PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1-c"'\RING BLOCKS: NAIL TYPE: 0.131x3.0_g_na11s 0 1 X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 12" 10 z 23.708' 1 12" 10 (BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR 36-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2001. c W4X4(R) 0 r� w FZ, w w W3X6 III W7X8(C8) w z HS2514(C8) W6X8 WGX4(R) 0\ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" O.C. BOT CHORD: 1 ROW @ 5" 0.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ** THE MAXIMUM HORIZONTAL REACTION IS 720# -- IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC GIRDER SUPPORTS: 36-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. TRUSS TRANSFERS 30.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W6X4(R) /// W5X4 (R) III W7X6 (R) III W5X4 (R) III HS412 = —1 5 W4X4 (R) /// W3X6 III W7X8(C8) HS2514(C8) ¢ I 12-0-0 I 12-0-0 J I24-0-0 Over 2 Supports if R=7617 W=3.5" o. Rh=720/-720 R=7617 W=3.5" L2i I I PLT TYP. High Stre 0 o 0 ALPINE lAlpine Engineered ien Produ2c8 , Inc. Saaw 3th,Wave TPI -95\R Design Criteria: TPI(STD 'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BR ACINGIi PUBLISHED BY TPI (TRUSS PLATE QUA W. BRACING. REFER TO III0-91 (HANDLING INSTALLING AND TMST )TUTE. 583 O'ONOFRIO DR- SUITE 200, MADISON, HI 53719). FOR SAFETY PHACTICES PRIOR TO y�0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COPT OF 71115 DESIGN TO THE IHSTALLAT ION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N , 005 BUILD THE TRUSSES IN CONFORMANCE W1 TN TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. 71115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA" FOREST AND PAPER ASSOCIATIOM) AMD TPI. ALD INE J a 10 001 CONNECTORS ARE MADE OF 20GA ASTM A653 GRA. GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �• civil_ DRAWINGS 160 A,1. THE SEAL ON THIS DRAWING RESPONSIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS '9I� COMPONENT FOR ANY PARTICULAR BUILOIBG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Q CgL1F ANSI/ TPII.1995 SECTION 2. 5-4-1 Ai rrE CA/-/I/-/-/-LL- TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF SC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R427--50805 DATE 01/10/01 O R W CAUSR427 01010018 CA -ENG TSB/GWH SEON - 32910 FROM GA ech Verticaffechnology Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Jackie Vance Project: Vance Residence Location: APN 072-530-012, Forbestown , (-A —�M BMW 8UTTE COUfy�,Z �r ExpU�/J C D/ PARIVIL O , Of CW 7 z 7"e P Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. L AE:' C 0 /'�Y VerTech Engineering Ptoject: VC"C:t', Page: � Engineer: /r1f.1 Dater Structural Notes 1. General a) All work shall conform to the 1997 UBC and all applicable local codes.. b) The Engineer (VerTech Engineering) is responsible for the structural items in the plans only. 'Should any changes be made from the design as specified in these calculations without the written approval from the Engineer, then the Engineer will assume no responsibility for any element or system of the structure. c) The drawings and calculations represent the finished structure, and, unless specifically noted otherwise, do not show the method of construction. The contractor is responsible for the method of construction, and during constrovide all measures uction. t on. Such measures sha 1 ipublic, l include forming, bracing, scaffolding, the structure g etc... d) If a particular feature of construction is not fully shown on the drawings or in the calculations, then it shall be constructed in the same character as similar conditions that are shown on the design documents. e) Any conditions noted as existing must be field verified by the contractor, and any discrepancies mus be brought to the attention of the engineer without proceeding with construction prior to the review of the Engineer. f) All water proofing and flashin�,(roofs, foundations, garage floors, etc...) is the responsibility of the contractor or o er. fjK a�,�/ WAIVf-lV6 J—O /L Al 128M ra)Assumed ork M. Y maximum soil bearing 1000 psf per UBC Table 18-I-A.site is assumed to be drain and free of clay or ex ansive soil. Engineer hasnot made a many oth ::c--oni ions encountered must bf; brought to the attention of the Engineer. C ese calculations assume stable, undisturbed soils and eve or s epl�e oo mgs. y other conditions should be brought to the attention of the Engineer prior to the construction of the foundations. d) All footings including retaining wall footings, spread footings, wall :Footings, and grade beams shall bear on undisturbed soil with a footing depth below frostline. (12" to 24" as per local requirements) e) Bottom of all foundation trenches shall be clean and level. f) . All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet ho ' his engineer has not made a geotechnical review of the building site and is not reesponsibleoen ors" h) Foundations shall not be scaled from plan or detail drawings. 3. Fill and Backfill a) Fill material shall be free from debris, vegetation, and other foreign. substances. b) Backfill at foundation walls shall be compacted to 90% relative density u.n.o. c) Use 4" diameter perforated pipe sub -drain behind all retaining walls. Slope pipe to drain to daylight. VerTech Engineering Project:Page: 2 Engineer: T„ VA Date:1-1111/00 4. Concrete a) Concrete shall have a minimum 28 day strength of 2,500 psi u.n.o. b) Concrete shall contain 5 sacks of cement per cubic yard with slump between Y-5". c) All cement used shall conform to ASTM C-150 and shall be ype II or Type III low alkali. d) Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-227, 289, and 295. Iftest data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than 0.45%by weight. e) Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and UBC appendix, chapter 19. f) Concrete shall be air entrained a minimum of 5% and a maximum of 7%. g) Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% relative compaction. 4" slabs on grade shall be reinforced with #3 bars at 15" on center each way at centerline of slab. h) Saw -cut top 3/4" of slab for crack control at intervals not to exceed 20'. i) Waterproofing of foundations, retaining walls, and slab on grade is the responsibility of the contractor or owner. J) Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" Concrete with soil or weather exposure: #5 bars and smaller 1 ''/z" #6 bars and larger 2" Concrete without soil or weather exposure: 3/4" k) Reinforcement shall be grade 60 per ASTM A615 u.n.o. Lap reinforcing 40 bar diameters u.n.o. 1) #5 and larger rebar shall not be re-bent. in) All reinforcing steel and anchor bolts shall be accurately located and adequately secured in position before and during concrete placement. 5. Masonry a) Cement masonry units shall conform to UBC standard 21-4, grade N, Type I, and shall be single or double open end bond beam units. , b) f m min shall be 1,500 psi with compliance verified as required per UBC section 2105.3. c) Each cell shall be completely filled with grout conforming to ASTM C279 Type S with a minimum strength of 2,000 psi. d) Lap reinforcing the greater of 60 bar diameters or 2'-0". e) Locate anchor bolts within 2" of the center of a cell. f) All water proofing and flashing (roofs, foundations, garage floors, etc...) is the responsibility of the contractor or owner. 6. Framing/Lumber a) Unless noted otherwise, roof sheathing shall be CDX APA rated sheathing. Thickness shall be per APA load tables based upon roof live load and framing spacing. Apply face grain (long dimension) perpendicular to framing, stagger panels and nail with 8d nails at 6" edge and 12" field. Edge nailing shall apply at all panel edges, over blocking, walls, and drag members. b) Floor sheathing shall be T&G APA rated sheathing. Thickness shall be per APA load tables based upon floor live load and framing spacing. Glue and nail with 8d nails at 6" edge, 10" field, u.n.o. c) Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. 'Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be in conformance to accepted practice for such corunections. d) Where hold downs are required at foundation level of a multi level wall, studs anchored by hold down shall be strapped with Simpson MSTC40 to studs above at any level split U.N.O. VerTech Engineering Project: VQynce— Page: 3 Engineer: Date: e� e) All blocking over shear walls shall be attached to shear wall with Simpson A35 clips at 48" o.c. U.N.O. f) Sheathing shall conform to APA, PS 1. Shear sheathing shall be C -D, C -C, or 303(T-1-11). Alternate sheathing may be substituted for floors, roofs, or walls provided they a:re structurally equivalent. g) Minimum nailing requirements shall be per 1997 UBC Table 23 -II -B-1. h) Continuous blocking shall be provided over all bearing walls, shear walls, and mid -span of floor joists and roof framing u.n.o. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and may be increased as per manufacturers recommendations. i) Unless specifically noted on plans or in calculations, headers shall be 6X10 or 4X12 DF -L (N) #2. Where opening is greater than 5'-0", (2) trimmers shall be used. j) Manufactured "I" joists (such as Truss Joists)shall be installed per the manufactures recommendations using a deflection limit of L/480. Use a manufactured rim board (such as timber strand) with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). k) Sawn floor joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R respectively. 1) Provide double floor joists under partition walls running parallel to joist span and under all locations where tubs may be located. Adequate support for all other equipment or furnishings including but not limited -to: hot water heater, stove, refrigerator, oven, fireplace enclosures, wood burning stove, etc... shall be provided by contractor or owner. m) Sill plates shall be pressure treated Douglas Fir or Hem Fir with 5/8" diameter anchor bolts located at 6'-0" o.c. u:n.o. and 1'-0" maximum from end. n) Where anchor bolts have been incorrectly placed, use Hilti Qwik-Bolt -of same diameter with 6" embedment in concrete. Install per manufacturers recommendations.. o) Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. p) Top plate splices of stud walls shall be 48" long with (12) 16d sinkers each side of each splice u.n.o. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 u.n.6. q) Fire block stud walls at mid -height or more as required by good construction practice. r) Studs shall be stud grade or better. In no instance shall a stud wall be used to retain soil or resist lateral pressure due to snow loading. In the case. of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact. s) All posts shall be DF-L(l) #1 u.n.o. t) Carry all upper level posts into lower levels and provide solid blocking; under all posts in floors. u) Where posts with column caps or bearing plates are specified, the load. is to be transferred to the foundation by vertical grain only, u.n.o. v) All built up, laminated double or multiple 2X joists and beams shall bi: nailed together with 16d nails at 6" o.c. u.n.o. w) All framing lumber shall be Douglas Fir Larch, u. n. o. x) Glue -lams shall be 24F -V4 u.n.o. with Fb = 2400 psi and Fv = 190 psi minimum. Glue -lams exposed to weather must be rated for exterior use by the manufacturer. Glued laminated fabricaton shall be performed in an approved fabricators shop in accordance with UBC 1701.7 and UBC 2304.4.3. Beam inspection certificates shall be submitted to the field inspector prior to completion of frame inspection in accordance with UBC 1704.6.2 y) Micro -lams (laminated veneer lumber) shall have Fb = 2800 psi & Fv = 285 psi min. z) Splice all beams over supports or saw -cut top 1/3 at support U.N.O. (NOT at cantilevers) aa) Where (3) or more trimmers are specified, those trimmers are to be stacked in all wall framing and solid blocked at the floor level continuous down to the foundation. ab) All nails shall be common or green sinkers as specified. Where exposed to weather, nails shall be galvanized. ac) All framing members specified in these calculations are minimums, larger members may be substituted at contractors option. Project: Von ct, Engineer: VerTech Engineering Page: Date: p ad) When using "green"or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which could cause settlement of roof and or floors and could lead to failure of associated framing members. The contractor shall take all measures necessary to protect framing from the effects of shrinkage. Any system used to alleviate the effects of shrinkage shall be reviewed by this engineer prior to use. This engineer shall not be responsible for damage to framing members due to the effects of shrinkage. 7. Hardware / Structural Steel a) Holes for through bolts shall be drilled 1/16" oversize. b) All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood. c) _ Bolts and lag screws shall be ASTM A-307 u.n.o. and provided new and without excessive rust. d) All bolts and lag screws shall be tightened upon installation and re -tightened before closing in or at completion of job. e). Lag screws shall be screwed, not driven, into place. f) All hardware called shall be Simpson Strong Tie Co., installed.as per manufacturer's recommendations. g) Structural steel shall conform to ASTM A36. Pipe members shall conform to ASTM A501. h) All welding shall conform to the American Welding Society specifications. All welding shall be done by welders certified by the local authority. i) All welding electrodes shall be E70XX or shielded wires with Fy>70ksi j) Provide 2X2X3/16" plate washers on all foundation anchor bolts. 8. Design Loads a) All design loads are per UBC chapter 16, divisions I, I1, III, and IV u.n.o. b) Roof Live Load/Snow Load : 26 psf c) Seismic Zone: 3 00" _ I/ d) Wind speed: 75 mph Exp G. . PROJECT Michael Hubley DATE ENGINEER CIVIL ENGINEER PAGE DESIGN OF c, 2.1 T loom. CAIOC,�)C-J c, 2.1 PROJECT U Michael Hubley OATS t ENGINEER_ ('� `;i CIVIL ENGINEER PAGE `y DESIGN OF Roc \PjVccc Cc 0,-7 S�cTtok J (Od �r 2- 387) z=1.o P, = 3 -�- Ps S Y-�o V� P = (0.^1)C I.03 -y f� 1*99TUBC Wind Loads VerTech Engineering Project: Vance Date: 11/30/2000 Comments: Wind Speed: 75 mph Importance: 'I Exposure:. C (21 one story or Partially Enclosed Multi-StoryStructure Primary Frame, Elevation Elevation Elevation Method A Is .20 25 Windward Wall 12.3 .. 13.1 .... . .. 13.8 . .. .... .... ...... .... ....... . ee wa rd Wall Leeward . ... -7.7 ............................................................................. -8.2 8.6 ..Ko 4 ................................................................................................................ Leeward or Flat Roof -18.4 -19.6 -203 . ... .............................................................................................. Wn�ward Roof . -18.4 -19.6 -20.7 2:12 to <912 -21.5 4.6 -22.9 4.9 -24.1 5.2 .............................................................................................................................. 9:12 to 12:12 ............................................................................. 6.1 6.5 .4 ........................ 6.9 ............ . ..;T�. : T� ....................................... 11 .... .......................... I .......................... ...................... 12.0 *... ...................................................................-18.4. Wind Parallel to ! 9.� ...................................................................................................................................................... .. ....................-19.6....................-20.7*.. .. .. ................... ... Method B On Vertical Projected Area Structure<.=.......4.....0.'.. High 19.9 1 2 .. ................................... 22.4 ... .. ............-..-. Structure >�b' Hi9h......................................................................21 5 22:9 ... 24.1 ............ ...........Horizontal .... .. -..... Projected Area On ................................. -18.4 ..............2 .... .. .9. ..9... 9 - 20J ... . .. .q...� ...... .. .. .. .... .. ..... ..... ... .. .... Elements and Components not in areas of discontinuity Wall Elements All structures18.4 19.6 20.7 ............................................................. . .................................................................... Enclosed and Unenclosed Structures I ........................................................................ -18.4 -19.6 -20.7 ...... . .6 ........... ... .. ... ..... .. .. ..........................-26.2....................-27.5 . al . I . y ..Enclosed . ncio . s . ed -24.5 2 6 2 27 . ................................................................................................................................................................................................ Parapet Walls ................................................... -19.9 19.9 -21.2 21.2 ....................... I ................................... -22.4 22.4 Roof Elements Enclosed and Unenclosed Structures -19.9-21.2 -22.4 7:12 to ..Partially Enclosed 2.6...1 ........................ 27...8 .............. I ........ ... 29.....3 ........... .... 2:12 to 7:12 -24.5 12.3 -26.2 13.1 -27.5 13.8 ................................................................................................................................................ >7:12 to 12:12 -26.1 26.1 I ............................... -27.8 27.8 I ............................ -29.3 29.3 .. ... .. .... .. ...... .. ... ....... ...... .. .. .. . .. ... .. .... .. .. ..... .. ..... ... .... .. ... . .. i. em e nt s and Components in areas of discontinuity Elements Wall Corners o -23.0 18.4 -24.5 19.6 -25.8 20.7 ......................... .... .. .. .. . ... . ... .. .. .. f Eaves . rakes . . . .. or .. ridges . . . . .. without overhangs Roof Slope <2:12 .................. I ............................................... ... 3.5...3 ......................... .. .. .. 37...6 ....................... . ..... 39.6 ........... ........... 2:12 to 7:12 w39.9 -42.5 -44.8 .... ................................. ; ..................................................................................................................................................................... >7:12 to 12:12 -24.5 . -26.2 ..................................................... ... -27.5 ..................................... 1 .................................................................... I ........... . ...................... .§!pp ii.4 ..�..<2.:.I..2..a.t..o.v.e.r.h.a.n.q.s.,..ca.n.o.p.i.e.s ....................................................................................................................... .. ..... .. .. .. .. .. -45.8 -48.2 a Ft = 0.00 MIN V MAX V 1997 UBC Static Seismic Forces .11 *Ca*I 2.5*Ca*I/R VerTech Engineering Project: Vance Residence Date: Comments: Units: Kips & Feet (UNO) Zone = 3 0.7170 Soil type = sd Soil Profile Types I= 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 13 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS P = 1 Reliability Redundancy Factor = 2-20/(r*sgrt(Ab)) TA = Ct(hn)" r= max element/story shear ratio Max TB = 1.4*TA t<p<1.5 <1.25 for SMRF 0 =1 Zone 0,1,2 VEQ = (Cv*I*W)/(R*T) Ab= ground floor area of structure Ft = 0.07*T*V (If T<.7, Ft=O) Ft = 0.00 MIN V MAX V USE .11 *Ca*I 2.5*Ca*I/R EQ: T = 0.137 0.137 Cvl/RT = 0.7170 0.7167 VM: VEQ = 43552.3 43529 V: Ft = 0.00 MIN V MAX V USE .11 *Ca*I 2.5*Ca*I/R 9939.0 0.0396 0.1636 2405.3 9939.1 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ E MOT -Diaphragm ROOF 13 13 60739 789607 9939.0 9939 129207 10933 10th 0 0 0 0 0.0 9939 129207 0- 9th 0 0 0 0 0.0 _ 9939 129207 0 8th 0 0 0 0 0.0 9939 129207 0 7th 0 0 0 0 0.0 9939 129207 0 6th 0 0 0 0 0.0 9939 129207 0 5th 0 0 0 0 0.0 _ 9939 129207 0 4th 0 0 0 0 0.0 9939 129207 0 3rd 0 0 0 0 0.0 1 _ 9939 129207 0 2nd 0 0 1 0 1 0 0.0 9939 -129207 0 1 st 0 0 0 0 0.0 _ 9939 129207 0 I OUloy I ivavvl PROJECT Ji1.+"`. - Michael HUbley DATE ENGINEER f CIVIL ENGINEER PAGE I DESIGN OF L L-, r <I L �n Loc -AJ -Tabu1_G q� 2 2 S 2.1 c.omfjfjCv13►19 � � ��►-I I.1 - w 3 2 `-1'-4 2-H �3 `25 \N PROJECT ENGINEER , i• DESIGN OF Michael -Hubley CIVIL ENGINEER DATE PAGE C7 CCK 1206 > 15"L 16 n0 Y)C- Upl', 1 ojal i0y) (Z. Q 60 39 � 1b (12.' } (10') 1!' r- - �.L�. y Ll 1 ' -7 2 �o i�►.� - .q C►c�vS�) CCK 1206 > 15"L 16 n0 Y)C- Upl', 1 ojal i0y) PROJECT &�c_ ENGINEER" DESIGN OF L o�cx c� S e, \' s_ . Michael Hubley CIVIL ENGINEER COQ V -w w DATE PAGE 39 ) Co3 Ib �A1 1 — (2(')(L -Q S -`-1 2 21 OQ i b wL+' Xyo') (6 L -i fly')_'i16' 93q 10 12 VerTech Engineering Project: ✓ Page: Engineer: CO Date: 7 L w Design of : Shear Walls Framing Panel Shear Walls OIOYV�41�-7j - Resistive A35 Sill Lateral Wall Attachment Attachment 1/2" Dia. Sill A35 Clip Load Length ' Length Length Load/ft Edge Nail Sill Plate A.B. Spac Nailin S acin cl Wall lbs u im !n1 Ib/ft in size Ll in (� . ........... �.............................4.6......................6.......................2X....................5 :�......... .... ...... 1..5 ........... 3....1 ......... ...........................................3064....................2........................_21 ............... X....................3:6....................9 ............ ..........9......... .2........................6965.................:..30.......................30.........................30......................232......................6....................... 24........................24......................302......................4.............:..........2X....................�: �.................... �.......................:.5......... .3.........................7244....................24......:............... 4 3343 22 22 2........................1.52......................6....................... X....................5:4 ......... ........... .1.4..... ..... .......3..x......... ...............A........................3980....................2.c9........................29................. 29.............. 137.....................:6....................... 2X .............................I............ 6.0 .16 3.3 ........BC......................429...................17.33.............17.33...............17.33 248 6 .2X 3.3 9 1.8 OIOYV�41�-7j - VerTech Engineering Project: l Page: Date: �j,, D �- Engineer: Design of : Shear Walls Stability Overturning Overall Gravity OT OT Righting Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Height MMT MMT M/D "� Wall(ft)Iblft u Lb) (ft IN (lb) u (ft) (ft_Ibl (ft -Ib) Lb1 .............24512.......... 141. �.2.............844....................7........................1.2..............12256..........3528 ...... ......129'.7 .......................1.4.................1.44................1 �...........25538:3.......20384.............514.....................4....................... �..............32503........20384..........1011...... G .......2......................:..4................?08.................. 3 10 72440 41472 1463 24...................... 0...............72440........41472..........1463..... .....................24.................1.44................ 22 ............4 ......................................44................�..............33430..........34848..............94...................22.....................................33430......._34848.............94......... A 18 424 12 29644.1 68688 .-1788 ................... 5.5.... ........ ....... 1.2 ...... .............. .._9058.. . ..6413.. ...597 BC 15 .................................................................................................... 424 11_ _ _ ..25411.:7.....49821.:9.......-1267 .................4.......................8..........:......7923............339.... .......I.2�......... PRWr=CTVA C. ENGINEER— /V�4)' DESIGN OF �,tcAvy,/ Fh-,s � Michael Hubley DATE CIVIL ENGINEER PAGE sec c 20�31-7G -� 4-i\o L 3`C016 2 �3H. Io i 2 (o X 1 2 r)F _1 (see c 0 PROJECTU,�L�13.. DATE Michael Hubley . ENGINEER— An �1 CIVIL ENGINEER PAGE I S DESIGN OF Bea" / POsi 9H - Ham ty ROOm �-�i�rC��Y' 20 L= y. /� - 1 da r'I f�cAtz- (q 12 + I2.'� (20`) �?bt�c� 1 1bps-� o °I') 20') (2(,\-,s..0 os 2lo IDs (i I (op (►y`� (20') (2c� ���� + ��,�s) ----� , , coo t6 20`) (26.� (2G v s 1, I(o, 5� coao �o L� (2")"2(1'� i "�'.�0 ► tis_, C I �`�D i f�cAtz- PR0IECT Michael Hubley ENGINEER- f CIVIL ENGINEER DESIGN OF 6ec�w�� Pas y.. DATE PAGE ois 10 0--��OAZ � Q, (Th)(20'1) �. Z e-' S ;,72- E0 �."3 Ci TruSS v tiY -- L, (o DF-1*I:��"( U y x (o S H x to to iF. -o - P--5 o y x (o x Co �� y x(o OF #1, 1=3 . O # C, Do �3 LI -4HO '►_ F 2 k y (\S �I.x Co r�r 1 X3,5 13 t-L�, -f Zai DF -01 F3 5? Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Garage Door " ❑ valley Beam Slope of roof 5 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 26 psf DFL (N) #1/#2 Dim Horiz. Member Q DL + LL Deflection Criteria 240 (L./) Fb' 1113 psi Length of Beam 16 ft Fv' 109 psi Width tributary to beam: 5 ft Unbraced Length 16 ft Height. Required 1 in CD 1.15 CF 1.20 A Req'd 24 in^2 24 CM 1.00 Cv 1.00 S Req'd 75 in^3 Ct 1.00 Cfu 1.00 1 Req'd 250 in^4 Cf 1.00 Cr 1.00 ,Controlling Design Bending CH 1.00 Cc 1.00 CL 0.95 Fbe= 2147 le= 29.4 RB= 18.1 Fb*= 1173 Total Uniform Load 217 pif Mmax 6933 ft -lb Vmax 1733 Ib EI Req'd 399 *10^6 #-in^2 Beam Sizer Design Program WrTech Engineering 12/4/2000 Project: Vance Residence Location: Porch Girder Slope of roof Dead Load Live Load DL + LL Deflection Criteria Length of Beam Width tributary to beam: Unbraced Length CD 1.15 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 39406 RB= 4.2 Total Uniform Load Mmax Vmax EI Req'd 1. iB Date: 1.00 le= 4.1 Fb"= 1495 867 plf 8775 ft -Ib 3900 Ib 284 *10^6 #-in^2 ❑ Valley Beam 5 :12 Select Beam Width 5.5 in ❑ Round Member 16 psf DFL (N) #1 Q Horiz. Member 26 psf 240 (Ln Fb' 1492 psi 9 ft Fv' 98 psi 20 ft 2 ft Height Required 10.9 in 1.00 A Req'd 60 in^2 1.00 S Req'd 71 in^3 1.00 1 Req'd 178 in^4 1.00 Controlling Design Shear 1.00 le= 4.1 Fb"= 1495 867 plf 8775 ft -Ib 3900 Ib 284 *10^6 #-in^2 �9. Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Porch(back) Girder ❑ Valley Beam Slope of roof 5 :12 Select Beam Width 5.125 in ❑ Round Member Dead Load 16 psf 26 psf Glue Lam 24F -V4 Q Horiz. Member Live Load DL + LL Deflection Criteria 240 (Ln Fb' 2749 psi Length of Beam 14 ft Fv' 219 psi Width tributary to beam: 20 ft Unbraced Length 2 ft Height Required 11.2 in CD 1.15 CF 1.00 A Req'd 42 in12 CM 1.00 Cv 1.00 S Req'd 93 in^3 Ct 1.00 Cfu 1.00 1 Req'd .595 in"4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 37512 le= 4.1 RB= 4.6 Fb*= . 2760 Total Uniform Load 867 plf Mmax 21233 ft -Ib Vmax 6067 Ib EI Req'd 1070 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Vance Residence Date: 12/4/2000 Location: Family Room Girder valley Beam Slope of roof 5 :12 Select Beam Width 3.5 in ❑ Round Member Dead Load 16 psf DFL (N) #1/#2 Dim � Q Horiz. Member Live Load 26 psf DL + LL Deflection Criteria 240 (W Fb' 1264 psi Length of Beam 4 ft Fv' 109 psi Width tributary to beam: 20 ft Unbraced Length 4 ft Height Required 6.8 in CD 1.15 CF 1.30 A Req'd 24 in^2 CM 1.00 Cv 1.00 S Req'd 16 in^3 Ct 1.00 Cfu 1.00 1 Req'd 16 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 0.99 Fbe= 12800 le= 8.2 RB= 7.4 Fb*= 1271 Total Uniform Load 867 plf Mmax 1733 ft -lb Vmax 1733 lb EI Req'd 25 *10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X.1.2 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 ' 47649 57681 7 0.87 872 26373 35963 45553 55,143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48,122 10 0.69 694 20989 28621 36253 431386 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35:340 13 0.50 498 15061 20538 26015 31,492 14 0.44 444 13421 18302 23183 28063 15 0.40, 396 11984 16342 20700 .25057 16 0.35 355 10734 14637 18541 22-444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710, 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 91342 26 0.14 144 4365 5952 7539 9,127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 6' I� Timber Column Design Values; Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 c Fc E d 1000 1600000 3.5 Stability Reduction le (ft) Cp Fc' (psi) 5 0.83 829 6 0.73 733 7 0.63 625 8 0.52 523 9 0.44 436 10 0.37 366 11 0.31 310 12 0.26 265 13 0.23 228 14 0.20 199 15 0.17 174 16 0.15 154 17 0.14 137 18 0.12 123 19 0.11 110 20 0.10 100 21 0.09 91 22 0.08 83 23 0.08 76 24 0.07 70 .25 0.06 64 26 0.06 60 27 0.06 55 28 0.05 52 29 0.05 48 30 0.04 45 KCE c 0.3 0.8 Column Capacity (Ibs) 4X4 4X6 4X8 4X'10 4X12 10156 15960 21763 27567 33370 8975 14104 19232 24361 29490 7656 12031 16406 20781 25156 6409 10072 13734 17396 21059 5347 8402 11458 14:13 17569 4484 7047 9609 12171 14734 3794 5961 8129 10,297 12465 3241 5092 6944 8796 10648 2795 4392 5988 7585 9182 2432 3821 5211 6600 7990 2133 ' 3352 .4571 5790 7009 1885 2963 4040 . 5117 6195 1678 2636 3595 4553 5512 1502 2360 3218 4077 4935 1352 2125 2897 3670 4443 1223 1922 2622 3321 4020 1112 1748 2383 3018 3654 1015 1595 2175 2755 3335 930 1462 1993 2EP25 3057 856 1344 1833 2322 2811 789 1241 1692 2143 2594 731 1148 1566 1983 2401 678 1066 1453 1841 2228 631 992 1352 1713 2074 589 925 1262 1!i98 1935 551 865 1180 1494 1809 22- Timber 2 Project: Engineer: Design of: Foundations VerTech Engineering Page: Date: l I oil Bearing: 1000 psf :oncrete stem wall (Non -retaining): (fc'=2500 psi) Vlasonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4.at 24" O.C. each way. I ontinuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings: &'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. , 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 1 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at -least 12" below finished grade or as per local requirements VerTech .Engineering Project: Page: 2 LA Engineer: Date: esign of: Floor Framing 'loor Loads DL= 10 psf LL= 40 psf :loor plywood: 3/4 T&G APA rated plywood or OSB equivalent. Apply facie grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under, interior shear walls. J. 7loor Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6. VerTech Engineering Project: Vr�j' Engineer: Mh Design of: Roof Fram toof Loads DL= 16 psf LL= 26 psf Page: Date: �(�u Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 26 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8-psf Total Load = 42 psf Live Load = 26 psf Dead Load = 16 psf Total Load = 42 psf ical Headers (uno) Use 4X10 DF#2, use (2) trimmers min. at all openings larger than 6'-0". PROJECT Michael Hubley ENGINEER CIVIL ENGINEER DESIGN OF GcAne.,\roi Load s; (Car ?or Rood 0L c)(A L L IM DATE PAGE V\Ioj1� DIL IACAs,s 5, 1,0 .2 s PROJECTfz Michael Hubley DATE ENGINEERPAGE CIVIL ENGINEER DESIGN OF La-Icyo� WaiLa V�/a 11 2 - i 2`� '/2 �� y') (I Gl , s �) -- 2-.; 1b Q K., ->> 12!6= b 1997 UBC Static Seismic Farces VerTech Engineering Project: Vance Garage Comments: Date: 12/4/2000 Units: Kips & Feet (UNO) Zone = 3 0.095 0.095 EQ: Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 8 HEIGHT TO ROOF) FOR ALL OTHERSt = F=,020 ALL p= 1 TA = Ct(hn)" Max TB = 1.4*TA Reliability Redundancy Factor = 2-20/(r*sgrt(AI))) VEQ = (CV*I*W)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) METH A METH 5 T = 0.095 0.095 EQ: Cvl/RT = 1.0320 1.0335 V/W: VEQ = 21247.0 21278 V: Ft = 0.00 r= max element/story shear ratio i<p<1.5 <1.25 for SMRF =1 Zone 0,1,2 Ab:= ground floor area of structure MIN V MAXV USE .11 *Ca*I 2.5*Ca*I/R 3369.0 0.0396 0.1636 815.3 3368.9 0 LEVEL STORY HT HEIGHT WEIGHT HT. X WT. VEQ ;! MOT Diaphragm ROOF 8 8 20588 164704 3369.0 _ 3369 26952 3706 10th 0 0 0 0 0.0 _ 3369 26952 0 9th 0 0 0 0 0.0 3369 26952 0 8th 0 0 0 0 0.0 _ 3369 26952 0 7th 0 0 0 0 0.0 _ 3369 26952 0 6th 0 0 0 0 0.0 3369 26952 0 5th 0 0 "0 0 '0.0 3369 26952 0 4th 0 0 0 0 0.0 3369 26952 0 3rd 0 0 0 0 0.0 3369 26952 0 2nd 0 0 0 0 1 0.0 1 3369 26952 0 1 st 0 0 0 0 0.0 1 3369 26952 0 ' IUDOO I iv+iv*+ PROJECT � ¢. ENGINEER-- DESIGN NGINEER__DESIGN OF Lai �rU Michael Hubley CIVIL ENGINEER I I. -T�"a b U I A �On pcl C to A q5� DATE /110 PAGE 1 0 ICS .)�_ S PROJECT Michael Hu bley DATE ?,/ ENGINEER CIVIL ENGINEER PAGE DESIGN OF 'Lo,c) o WaWallA -2 10 J(3 LA L-1 VerTech Engineering . Project: 8�:f`#.t3.�.• Page: Date:— / Engineer. Design of: Shear Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment 1/2" Dia. Sill A35 Clip Load Len th Length en th Load/ft Edge Nail Sill Plate A.B. Spac Nailing Spacing Wall Obs im u Ln1ILb� in size Lm in u 75.............58.. �.5._............. 58.:75.......................8.......................:6....................... �X....................6: �.................126..............25:.x....... .............:A.........................1030................58: X....................6..0..................23.................4.:�......... .B..........................1030..................1.0:�.................10.:7....................18.:7.....................�.8.3......................6....................... 24...................... 24...._.................. 24........................ 98........................6....................... �X....................6.:�..................23.................4.6......... ..........................................2348.................... 2 2348 24 24........................24.......................1.96......................s.......................2X....................6:�..................23.................4:6........ 3� T VerTech Engineering , Project: W� f ce Page: Engineer: 0�_V Date: LTl On Design of Shear Walls Stability Overturning Overall Gravity OT OT Ri-ghting Net SegmentSegment OT RigMin Net Length Load Hei ht Moment Moment M/D Len th Height MMT MMT M/D Wall (ft)qt/ft) jM jft_Ib1 fa �b Ll Ll LM Lft- L- u A.......... 59 ........ 190 ......... ...... ... ...... 8........ 8240 .......................................................................................... 327898 -4883 58.75 ... ...... -8........ .8240 ........................................................ 327898 -4883 .............................. ...... ....... 2.67 .................... 8.................4112............677..............131.2..... ............8........................3........................3..�.................5.................2060.........677:246..........543............... 1 24 .8 ........................................ 18784 ........................................................................................................................................................................... ..117792 -3635 24 8 18784 117792 -3635 .............:..... 2 24 .409 409 8 18784 1 117792 t-3635 24.................. 8 37568 117792 -2852 'PROJECT �( c_, Michael Hubley ENGINEER_ A-1 �m�j CIVIL ENGINEER DESIGN OF Seav�n `ffX�iT �s,�P�ltv� c_a I Ll lo DATE V� PAGE M Beam Sizer Design Program VerTech Engineering '21T Project: Vance Date: 12/4/2000 Location: Carport Opening ❑ valley Beam Slope of roof 1 :12 Select Beam Width 3.5 in Dead Load 12.5 psf ❑ Round Member Live Load 26 psf Microlam Q Horiz. Member DL + LL Deflection Criteria 240 (Ln Fb' 2587 psi Length of Beam 16 ft Fv' 285 psi Width tributary to beam: 12 ft Unbraced Length 1.3 ft Height Required 11.6 in Co 1.00 CF 1.00 A Req'd 19 in^2 CM 1.00 Cv 1.00 S Req'd 69 in^3 Ct 1.00 Cfu 1.00 1 Req'd 449 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CI- 0.99 , Fbe= 27372 le= 2.7 RB= 5.5 Fb*= 2600 Total Uniform Load 463 pif Mmax 14801 ft -Ib Vmax 3700 Ib EI Req'd 863 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Vance Date: 12/4/2000 Location: Rafter Spacing ❑ valley Beam Slope of roof 1 :12 Select Beam Width 1.5 in Dead Load 12.5 psfElRound � Member Live Load 26 psf DFL (N) #1/#2 Dim [] Horiz. Member DL + LL Deflection Criteria 240 (L) Fb' 1221 psi Length of Beam 24 ft Fv' 109 psi Width tributary to beam: 1 ft Unbraced Length 1 ft Height Required 10.7 in CD 1.15 CF 1.10 A Req'd 6 in^2 CM 1.00 Cv 1.00 S Req'd 27 in^3 Ct 1.00 Cfu 1.00 1 Req'd 151 in^4 Cf 1.00 Cr 1.15 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 0.99 Fbe= 5967 le= 2.1 RB= 10.8 Fb*= 1237 Total Uniform Load 39 plf Mmax 2775 ft -lb Vmax 463 lb EI Req'd 244 *10^6 #-in^2 I APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permittl: (Q fJ til Date:116-400 Genera/Information `r AP#: 9� — r3 Q — v i Z Owners Name: �G� c�i VtAMf o Parcel Acreage: Owners Address: �ri 1r , q . r Building Site Address: 1..; a d' E �t��� M 4,) �� 1, e ��4�hb�s� �� ►n Oui A ProvertyInformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: 1 e Date of Zoning Ordinance: �p nom,, ,� q �Q fes_ General Plan: Development Agreement: Use Permit: r Variance: �^ Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area Q� No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use No Yes Floodplain ❑ Zone: Panel Number: No ❑Yes Watershed Protection Zone Proposed Use Complies With: M General Plan IN Zoning Fire Prevention Pr000sed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑.Landscaping Requirements are OK as Shown El Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side / t� Side street Rear Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Mull) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: 17. Map Date of Recording: r� . I a y \CA g a Lot: h' Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ No ❑ Yes ❑ No ❑ Yes — Book: Page: ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: 0 'I i P � T / -AND WHEN RECORDED MAIL TO: t1 BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2000-0m49699 Recorded Official Records CoBUTTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:20AM 18 -Dec -2000 REC FEE 10.00 Kristy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT f' FOR RESIDENTIAL DEVELOPMENT y Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 1 Z - /,;' Kidd PROPERTY OWNERS: Dan/Vance n acgtWline M. Vance State of California County of Butte On 12/15/00 beforeme, C. Cramer, Notary Public Dan A. Vance and Jacqueline M. Vance personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal C. CRAMER Z Coate M228706 MIrCPSI Nofm Signature Seal: Pd* C. Cramer Buft Cow*. C490MID W Comm Exp, JULY 12, 2003 ' A.P. # 0 7,2 - ,fW - 0/,21 ALTA OWNERS POLICY POLICY.NO. BU -154622-3 AM (REGIONAL EXCEPTIONS) EXHIBIT "All THE LAND -REFERRED- TO- IN- THIS POLICY .IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 341 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SWEDES FLAT SUBDIVISION", WHICH 'MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF -CALIFORNIA, ON JANUARY 12, 1982, IN BOOK 85 OF MAPS, AT PAGE(S) 33, 34, 35, 36, 37, 38, 39, 40, 41 AND 42. ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.bUttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachme t permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general IawsJ4JI infoAnation except signature must be typed or legibly rinted. 1. Applicant's Name: Jr�OL< 2. Address: �Q io l �Q � S % (SA— 3. Phone: 4. Assessors Parcel Number: 15. Location of Work to be Done: 2� 6. Applicant's Signature: �7. Date: �_ CONTRACTOR'S INFORMATION 8. Contractor's Name: 9. Address: 10. Phone: 11. Fax: 12. Contractor's Number. 13. Certificate of Insurance: Yes o No 0 14. Contractors Signature: 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please check: Curb: U Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 1 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. 19. Conditions Underground Service Alert U.S.A must be notified two working days prior to any excavation. 800-227-2600 20. O All work shall conform to accompanying: Detail O Plans ❑ Special Conditions ❑ 21. Date Issued: 22. Expiration Date: 23. Surety: Yes 0 No 0 Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week. Page I of 2 General Conditions —See page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute-an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work,tyep the County Highway in as neat and clean a condition as is possible and upon completion of the work granteaherein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to iiamediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. S. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Boatel of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the general public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this-permit, shall assume full responsibi:ity for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any departrgent, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (51 below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95,`•'0) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95 0. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than )0%, Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of Lhe excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE REEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein.