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039-460-085
COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any queslions rtatning to this matter, or need additional explanation, please contact this office immedia I'll V ✓��� � BGG �%�� � .� Date IU-� ✓ U *' ,Inspectors REV 10/92 n .4%,, r NOTES RESIDENTIAL PERMIT NO. — 03940-085 04-2304 WILEY, KENT 9286 BREMNER CT, DURHAM Cont: ADONIS POOLS ' NEW POOL MSTR#507-01 1 w f !/ SPECIAL CONDITIONS CHECKED BY SRA v ` _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ' USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 3 f I JOB FINALED (D t E ti Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-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 60. 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 FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. �. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. D6cts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 96. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing n 4t Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underf r. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. �. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No: Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: _ J=OK� 0 = Not OK : = Not Readyable d MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors ''2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) i 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. P Nat. or / /" L "ft./ P 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 t I' 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 •. Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4., Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B Date Card B-1 Date POOLP ns OK except #'s a Easements Compaction -Structure Stability Pool SUucture; Steel -Connections -Thickness 4-rElec_.,R_'eceptacles and Liqhtinq, Distance-GFI oSiC� ool Lighting; 15 Volts-GFI Closures; Conduit Entries -Terminals -Listed EI .; Bonding; Metal w/5' -Circulating Equip. -Heater lec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards- Ins. !to Main Conduit 9. Healt Department Approva JO. PI b„,Cir. Test -Water poly Test i Date 7--7-^ Card B-1 47 o' Date Card B-1 Date -114-114 Card B Date Card B-1 -Ya �10694 Y�-/ik-"; QX/0- ell _, 0- BUTTE COUNTY TTF0 DEPARTMENT OF DEVELOPMENT SERVICES O ' BUILDING PERMIT O 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) O ' o OFFICE #: (530)538-7541 FAX#:(530)538-2140 J WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042304 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date-, 08/13/2004 APN' 039-460-085-000 ' the Business and Professions Code, and my license is in full force and effect. License Class: 3 Lice NumbevZ066�- Site Address: 9286 BREMNER CT DUR /se Da �— ontractor �Z/S Map Index: Description: NEW POOL MASTER # 507-01 p • OWNER -BUILDER DECLARATION f p I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: WILEY, KENT & CHERI to its issuance, also requires the applicant for such permit to file a 9317 HOLLAND AVE. signed statement that he or she is licensed pursuant to the provisions of DURHAM CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: WILEY, KENT &CHERI Code: The Contractors' State License Law does not apply to an ' owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). , ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:. ADONIS POOLS not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 12 PHEASANT RUN COURT ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 530-891-1197 Date: Owner: License #: 266839 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 Architect: is issued. Engineer: El have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insura carrier and policy number are - Carrier �9 l��/� Total Square Ft: 0 S.F. Policy #: � Valuation: $0.00 Census Code: 13I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: l' WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. C_Il (f„P L6 �� - -CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda anfUOr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions to IItiv rk: d' ted above for whic_h.fees have been pai Jai /t Name: By: y v Address: PERMIT EXPIRES ' Q (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.- ❑ Attached are copies of the required E.P.A. notification forms. wner. 1 agre comply with I hereby certify that I have read this ap that the above information is correct, and that I am the owner or th authorized agent of thei7aunty. all county and state law relating to b ilding struction. I acknowledge itis unlawful to alter the substance offici or document o I here authorize represen es of Butte C myto nter upon the above mentioned property for inspection purp G Print Name: �— Sign re - QC Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: ORO.VILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION ARCHITECT NGINE CONTRACTOR NER Name pill le' Address Fax Jti'Z. _,g3-72 /77 City Phonegq/ ` Lot # StatVf I Zip 9 Phone 6< FaX E-mail ARCHITECT NGINE CONTRACTOR Name City c. t i C o Address Al CityState4!5/1 Fax Jti'Z. _,g3-72 /77 Zi/p9 Phonegq/ ` Lot # Fax E-mail Uc. # 6p Clast, ARCHITECT NGINE Name i — 686-4 !til A -M Address 13 (GL+ -7 GAtJ EI LA I�j E City c. t i C o State CA Zipq'5� I Phone 3,+L _ j, Fax Jti'Z. _,g3-72 E-mail State License Number 10303 APPLICANT NAME Name r.Do m iS Poou. - Address Z p! CiorS,4c& C P Up j G( City State CA zip9 65 -7 Phone Oi t _ 091 o Fax $ ij E-mail r:tD-21 ff 7� K zl �� FpWice u oning 15koll Flood Zone 1 SRAT Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: En OVER FOR SUBMITTAL REQUIREMENTS ._.____._._...._......-..-.. ....... _._. __.n..�n-�a-�..- D. I PERMIT - a 3 o4 NO. BIN # �/ LOCATION AP, 3 % ®7 Property Address Cross Street�� WORKER'S COMPENSATION Policy Number 0, 0 6 cl L4 Z Carrier STA 1 E Co'�l tr (WS. Full-i© If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: CEA IMAMIN6 1p®vL Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy Q �� (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: -P- Amount: g SRA Receipt #: Sheriff s C /04 ;� SMIP 118* f "!rte '2)/1, 9, qzOther Total I I Chico, CA REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN IAW Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ,'A ❑ 3. 3 Engineered plans (if required) with wet signature on plaris--,� 2•sets of stamped -and signed calculations. + ❑ 4. 2 Engineered truss details and layouts (if required) (1VO FAXES!) = _ ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet-signed'by the engineer. ❑ 9. Letter of intent. - ❑ 10. Hazardous Material Form.- ❑ 11. Sanitation and site plan approval from the Environmental Health Department...,-:%.�_ If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dg4p1SubRgmts.doc ' - Page 2 of 2 REV 4-30-04 E.N. U E ONLY Shot Plea Attached Rags Plan Attached Sancta B.D. TO: Building Department FROM: Environmental Health SUBJECT. Sanitation Clearance Ownei Location AP# Plan Approved for: Sewage Disposal Water Supply: PublicfX Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/95 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 % PERMIT APPLICATION DATA SHEET /- OWNER: W, ASSESSOR PARCEL NUMBER Proposed Building Use j aL mz 4�7- DCounter Technician: - T g Date: I�eM,s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 2 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached. Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ' 15. Sanitation and site plan approval from the Environmental Health Department in 2161hico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing'permit........................................................................ 4 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use:(B)Parking: (C) Parcel Check: t0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................:.................. ❑ '35. Existing violations and/or expired permits. ......... ermits........................ ❑ 36. Deed Restriction......................................................................................... ❑ 37. 11 Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of •h6-;Pbove items a d requirements for obtaining a building.permit. Applicant: Date: d 1. Index perrp �apphcatiori ove items numbered: Plan Che Letter 2 ditional items requi Contractor esigner, owner, was advised of the above data by Rf phone, ❑ mail, ❑ counter, b Date: a' bq Contractor, designer, owner was�pdvised of the abDve data by ❑ phone, ❑ mail, ❑ counter, by,�_ Date Plans reviewed by: Date: Plans approved by: Date': Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Building Permit Number: 2 36V` Owner Name: W dZc/}- Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW NJYour parcel lies within a designated 100 -year flood plain. Finish floor, electrical, =- H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than .1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. hJ 4 Page 2of 2 Building Permit Number: e9 `{' Z J `7 Owner Name: , Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. The followinlZ parcel man requirements, shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 5 feet from the side and S feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. IExpansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. FS Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, w In December of 1997, just prior to the effective date of the Swimming Po61 Safety Act, (see back page) we initiated a fetter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1. In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the POOL installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing- as encing-as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, i ael C. ieira, C.B.O. M ager, Building Inspection SU LAND OF NATURAL WEALTH AND BEAUTY - • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r •° - •.. _ •• 1; .. • • • • OROYILLE, CALIFORNIA 95965-3397 7 COUNTY CENTER DRIVE . . ,, . TELEPHONE: (530) 536-7541 FAX: (530) 53B-2140 October 6, 1999 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, w In December of 1997, just prior to the effective date of the Swimming Po61 Safety Act, (see back page) we initiated a fetter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1. In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the POOL installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing- as encing-as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, i ael C. ieira, C.B.O. M ager, Building Inspection J %1 CALIFOkNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWiIYMUNG POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool' includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTf,4), in compliance with standard E1346-9 L e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building: . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety .features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing diced access from the home to the swimming pool shall be equipped with a self -dosing, self- latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1. 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inchrsive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside. surface free of protrusions, cavities, or other physical characteristics that would serve. as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. SITE PLAN REVIEW APPLICATION Date: l0 a L AP# C3 7 -I{UO —Cgs' Permit Number (if applicable) cf a 3 0g APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 9'2 i OJT Y�1 � J 95-93j?-' Telephone No.: 3Y Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory POS ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date D D Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) N"& ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: A • Flood Panel No.: Q&bo7 CO 5a0G' Index Date: r $� ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit { ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S .9 k — I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front C, Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 74 s, Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ � Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of .the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments - El Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements - Page 3 of 5 odd Is+.#a 16:;. moi La/3 a. H Subdivision Man/Parcel Map: Map Date of Recording: -7 f 3 ( �� Lot: 014 ❑ Use Permit/Minor Use Permit Permit Number: Book: / S o L Page: 02 - Date of Approval: - Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Page 4 of 5 �4 V LEJ 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:Uzrrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 p�?pSTME 1T OA, % 6uT7- / 0 0 O 0 O O � �O O \ AcOUN�yy to W��� Department of Public Works Michael Crump, LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530)'538-7266 (FAX) 538.7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THAN 1 ACRE1 Project Description: ��l�i/ ,127 J---" J Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and"that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title:t�� Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 � 1 ✓�'1�;ccJ ��'�" J PLAN REVIEW PONSE FORM In order to expedite the review of your plans, please complexc the following information aM MUM this form wilts y= aa•wbmitlaL If this form is not complet4 as to all c�oncedon items, "o will not be abte to amepc your re-aubmind for �eviea. There mrtu 00 a valid rrSponse to every item requested m our plan correction letter. "By a@to a is aot considered a valid responst • please bd= yw response to each item and enc locatron where the information an be found an the plaudWcs. ATTACH THIS FORM TO A DOPY OF VGM PLAN REVIEW r iso AND RETtXtN VMM REVLSM AND 9%Dvretwen M &me ------ -- -- ---- OWNERS NAME _...._ ---- ---- — DATE: ASSESSORS PARCEL NUMBER PERMrT NUMBER 0 9 ^ Y60 a'Ts- 63, 03,9, RESPONSE FOR PLAN CHECK LETTER DATEO: arc 2-2, a o63 PLAN CHECK rMM I1 RESPONSE BY: dq 4 RESPONSE BY: - - LOCATION ON PIANS0CA AS: - COMMENTS: rt_ `G J * 0 A} PLAN CHECK ITEM R -Z j RESPONSE BY: dq 4 LOCATION ON PLANSM.ALCS, COMMENTS: PLAN CHECK REM ti RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: a>K f, ' Ed Wti8T:60 E00Z LZ 'FEW £68TS68 : 'ON XHd 3NAkld'S : WOdJ April 17, 2003 Kent and Cheri Wiley 9317 Holland Ave. Durham, CA 95938 Department of Development Services Building Division 7 Comity Center Drivc Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number; 039-460-085 Building Permit Number: 03-0386 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN RE, VMW RESPONSE FORM. Your complete and clear response will expedite the re -cheek and approval of this project. NON-STRUQTURAL COMMENTS: None STRUCTURAL COMIy1EN`l.'S: 1. Please provide supporting gravity calculations for the beams, headers, posts and footings. 2. Specify ceiling joist and rafter sizes in areas to be field framed. 3. Please specify manufacturer of the LVL beams and headers identified on the plans. The plans indicate 1.9E LVLs but both Willamette and TrusJoist make 1.9E LVL beams. 4. Provide shear wall along lower level line 2 as specified in the structural calculations. 5. The structural calculations indicate a 7' wall segment and specify a Simpson strong wall along lower level wall line 3. The plans show a 6' long number .l 1 shear wall. Please coordinate. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer CC' AEC Croup, Larry Warner, Architect Iofl Td WUZT :60 2002 ZZ 'hEtd 268TS68 : 'ON x0.3 3NAUd 'S : W08.3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER ITT 'v ,T E- n C -J H E n ° SQ. FT. OCC. BUILDING VALUATION . _ _ OWNER'S MAILING ADDRESS 'X AND_a : I 5 67 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A .1500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 975.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9233 4�' D11211-10 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 0_ USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or hest pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15. 0 0 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N.717Tip19.MTT.Y y Gas piping system 1 - 5 outlets 15.00 .00 Building sewer 15.00 .15 Mobile Home S G W 920.00 PERMIT FEE $213.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑1 owner of the property, or my employees with wages as their sole compensation, well do the work, and the structure is not intended or offered for sale. I ils 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 TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. SO OR ADONS. ( & ACC. BLDS. 3.5¢FT. T. NOµRQID. MULTI-OUTLETCITS @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES SAL_ @ .SI Ex. Occup. pUTIEEDTSRE3 p.GEE 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $198.27 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating one split system 40.00 t Coolinem Hood 6.50 Ventilation 18,00 PERMIT FET: $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fro/i ply with those provisions. X Date ;z -/,I- �3 Sign ture o plicant - ❑ Owner ❑ Contractor Agent An OSHA p mit is required for excavations over 60" deep and d molition or constr c ' of structures over 3 stories in height. 11 Receipt No. 37004: 730.2$ f Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONOTYnot HAZ.I FLOOD CDF PARC H ISS _ This permit is hereby issued under the applicable provisions Of e B tte County ode and/or Resolutions to do work i icated or w ich fees have been paid. ^` 6 / p � 2 By Date ry [ G lh PERMIT EXPIRES ON D fe WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT L1 r� SP -4 o3-03s�o BUTTE COUNTY AGRICULTURAL BUFFER UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being divided or subdivided. Applicant must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: e r i Gk,; Phone: 7& Assessor's Parcel Number: 0 - 0&5 C7 Reason you believe you qualify for the unusual circumstances exception: 100 r T) UNUSUAL Cl QUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4.copies with this form Refer to the Site Plan Submittal handout for specific requirements. ........................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS(Planning) MINISTERIAL PERMITS (Building) Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: II 7,tc~ Lit,�- �t r1Ti. di 5e� �2� (c �CZN Prov.-ZLC 1025' Agricultural Department Signature: Date: YMC 4/20/03 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION .0 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-1541 PERMIT N0. (Rev.12/90) � APPLICATION AND PEF�IVItY U3 SessoAPMCe.NU6e3ei G�q ct . R UMS— zo�►oA � 201i°"a ( mm YO Ism BUILDING PERMIT OR ADffi$ MORE SO. FT. . BUILDING VALUATION ■�%�I4 POWER APPARM13 ( R SOME ourLEr CW Ex. • Oaauo. ( ounce OR FOURM t A�o ll�� — �H019 Af _ L^� m��immv" ,�-,n t� ADCR= d o �� eanrr+s AocAEs Fireplace v C Total Valuation S ARCM= ORENMEM UCENSEKM IWho Fee s 20.00 ARMC= OR eras MAL= „OOREW Permit Fee L1$ Pian Checidno Fee 110 5 MI LIMAMEM a S Energy Pian Checking Fee $ . wap r> �S r- 2__ g Y`'1 5 PERMIT FEE S urrr�2,+ _ sv�c►Js"aneQ JZ Z9 SQ_ '-3{' P daP PLUMBING -PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1 S S fl L SF)q Duplex D Mobilehoms D Other sPe-" TYPE OF WORK •Newt/ Addr= D Remodel D LIffies D mon D Other D Describe Work _ I ' t-L"T>; *PEiWT FEE PAXD SRS SHERIFF oilil . AMOV f 1 PE► .1WEb -r Solar of heat pump water heater 23.00 Water 1ping 15.00 Each gas water heater or vent 15.00 Gas piping ;y;#m 1 - 5 outlets 15.00 J B"ho sewer 15.00 S -- Mobile Home I S I G I W 1 020.00 PERMIT FEE 1 $ oc I J ELECTRICAL PERMIT I TFL—o—F-e7s-25-35 Main Service . R UMS— zo�►oA � Main Service ( mm YO Ism MN EME OR ADffi$ (° � tM "OR•AMIa - ( maremlO1,, e,r"�,,,s ■�%�I4 POWER APPARM13 ( R SOME ourLEr CW Ex. • Oaauo. ( ounce OR FOURM •its Num � oa q(, * TO nlr swo cow /3227 Mobile Home Installa5on Fee $ Energy hrspecoon Fee $ e -Ti l I "'61rk' T/1"' TOTAL FEE $ - - KIz PES G � -- - � ` N This permit is hereby issued under the applicable provrsions N Of the Butte County Code and/or Resohitions to do work Indicated above for which fees have been paid. By . Data ReceiptNc. PERMIT EXPIRES ON v+ mm -0.13.9. -LD. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPUCAHT `', ■�%�I4 f1 RM m��immv" Mobile Home Installa5on Fee $ Energy hrspecoon Fee $ e -Ti l I "'61rk' T/1"' TOTAL FEE $ - - KIz PES G � -- - � ` N This permit is hereby issued under the applicable provrsions N Of the Butte County Code and/or Resohitions to do work Indicated above for which fees have been paid. By . Data ReceiptNc. PERMIT EXPIRES ON v+ mm -0.13.9. -LD. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPUCAHT `', COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: VIIJ ASSESSOR PARCEL NUMBER6 �� • �� (� d ' y �� Proposed Building Use: Counter Technician: Date: _ p< / V ' V� Items required in order to apply for a permit. All boxes MUST be checked OR m®r ced NA)in order to apply. 1..Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. _�J,3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and.layouts in duplicate. No faxes! e;5. Energy compliance design and'supporting-documentation in duplicate. -)6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 1 ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in trip''4cate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit'will be indexed and returned to the plan review line-up when required items are received. Date Received By A* 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the ow .... azardo Mate ' 1 Form ................................... W3.Other.. ............... .. ... valc,� . �OI _ dRemainin 'items eed to issue the permit. (May require additional plan review upon receipt of the followin items.) & 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 1 Statement of Intent for Non -heated and A/C Buildings ................................... ........ JW6. Sanitation and plot plan approval from the Environmental Health Department in 6 ) ❑ 17. City of Chico Plumbing permit......................................................................... ,#A 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: a �< (B)Parking: (C) Parcel Check: q221. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). , —,,1� Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 0,2,6. Letter of Signature authorization.................................................................... W27. Recorded copy of Agricultural Acknowledgment Statement .................................. `d 3 ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... _ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts_, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: i "7 When issued Telephone and hold for pickup. I have been informed of theabove items and r' quirements for obtaining a building permit. Applicant: �- �-J L—(Date; Z - 16 ,0� r 1. Index permit applic0ion for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of thea ove data by ❑ phone, ❑ mail, ❑ counter b Date: Plans reviewed by: Date: Plans approved by: Date: ' Structural reviewed by: _ Date: "7 Structural approved by: Date: 151,A0O Note transfer by: Date: % Yellow: Buil ina DiVsion TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Pi®n Attech.d Fiona ftn A CS Saw to B.D. / lee, k / ,/�z�6 � -� �,f a^ c�� fz X67 Owner-7- wner location AP# Plan Approved for: Sewage Disposal X Water Supply: Clearance for X dwelling. Other . S 131/ . << Hold final for: Final clearance O.K. for: NOTE: Public X Private Well Environmental Heal Specialist Date &$ s �3 8/96 441-1 3" 7�' Dire ti COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 W-1 SCHEDULE OF FEES DUE PROPOSED iIII,DING USE /y 1. UILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ ' Revis Ian Checking Fee .... $ 2. SC O DISTRICT F ES (pai i c Av of 1 C k 3. SHE FEES (paid at Building Division) �, f Residential ...................... x $360.00 = $� Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division), Residential ................... —x—=$ # Units Amt. (01.9-7) A.P. # 4 G • U 0 G Commercial (sq. ft.) ............ X—=$ Sq. ft. Amt. 5iS51 REATIONAL D ST7bleathj�l) ES i t ce) il 6RMALITO DRAINAGE DISTRICT FEES 00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE .2 %O— O� Pursuant to Government��de Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) BUTTE. COUNTY SCHOOLS (Ode h School District 1:z -A/- (// I W/ / A.P. Number 6171"— Property Property Owner k 41y Property Location/Address Subdivision r FEE CERTIFICATION FORM Building) - Building Department No. = City . A County Lot No.' ...................................... :............................................................................. D -7 Residential Development FT -1 F--1 F---1 Q . Sq. Footage No of Living Mobile Home Add'Itioni 'Supplemental to (Group R) f Units Installation Conversion Permit # t *(No foundation inspection): ndustrial Department Representative 7=7 Sq. Footage (Including E)derior z- oofed Areas) �.Y Date Irioor rians reviewea oy acnooi uisinci rersonne0 District Identification No. / I �u tf L%'t�'� >") UN / �� E -D School District certifies that T t �+' ti �' �/` Pte+"% W r, / P y (Applicant) 9,� 8� ��� N �-�. e 7- 3 4 -o2 - � q y (Street Address) (Phone Number) DUafi-71� (City) has complied with the requirements of Resolution No representing ,31 ,9 % square feet. a-4 I State) 0,2"O ;?, 6?sy3 S (Zip Code) by payment of $ / 1, y T • 9 ?, AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # L/ d AoV g• y Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, 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) feeformAs 00/98)dmm .4. �i'�'R�1'�'''" `SL.c'i�,-��'k d;(:.;"i'r•:'.�f`,�. p:g'1'f:`+']'S�; ;; F�f:. Yi' . .�:'rai.. r,�`y�n9,�o��,, ,:..air: ..-nf, s...:r.;y�r',. ,,. `�,,;,� •�,'t�>+�i+�s^`�+'..:�Rd`,�`-• .... - -. . - r BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FO DURHAM RECRE4TION AND PARK bISTR Assessor Parcel Number (s): Property Owner (s): S Project'Location/Address: Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): New Development Afteration/Addition Mobile Home (s) U Non -Residential to Residential Comments: Building Division Representative Date Durham Recreation and Park District (DRPD) certifies that ►pplicant Name reet Address _�qZ -sq'iK Applicant Phone Number .a� C `City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 3 107 square feet at $ 1.04 per square foot for a total payment of $ 3z•3 -. Representative PAID BY CHECK No.: BANK No.: PAID BY CASH: ' Remarks: LvIq /,9 3 Date RECEIPT No.: 1 7 '5S C) - DISTRIBUTION: WHITE -APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION April 17, 2003 Kent and Cheri Wiley 9317 Holland Ave. Durham, CA 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-460-085 Building Permit Number: 03-0386 Thank you for submitting the plans for your building project., The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: Please provide supporting gravity calculations for the beams, headers, posts and footings. Specify ceiling joist and rafter sizes in areas to be field framed. Please specify manufacturer of the LVL beams and headers identified on the plans. The plans indicate 1.9E LVLs but both Willamette and TrusJoist make 1.9E LVL beams. Provide shear wall along lower level line 2 as specified in the structural calculations. The structural calculations indicate a 7' wall segment and specify a Simpson strong wall along lower level wall line 3. The plans show a 6' long number 11 shear wall. Please -- - coordinate. _ If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: AEC Group, Larry Warner, Architect 1 of 1 vTr � • � F RESIDENTIAL PLAN �•REVIEW GUIDE o .: `#, •..: - c SINGLE FAMILY, DUPLF.XAND MISCEGLANEOUSONLY Owner. I Building Permit Number: 03 —0 3 ?`O Plans Examiner: A. P. Number: 0,3 9 d S� GENER-kL: e- Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing -violations on the property. 6t'" Recorded notice of violation. Building permit valuation. OT PLA.: o�dC Complete parcel size and dimensions. ' Setbacks, side yard, easements, etc. 3. Other buildings or structures. Grading fills and/or drainage. Flood hazard 6 Special conditions on Parcel Map: Noise Cj SRA ❑ Fire Sprinklers 0 Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 2. 1001'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The miMmnm Det clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20'. When «Indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glaring in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise pesmitned in this section. Kitchens halls, bathrooms and toilet compartments may have a ailing height of not less than 7 &et measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 7 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters a hich depend on the combustion of fuel shall not be installed in a room used.or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening tato a bath or bedroom (t;nNrm Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abe&vm or in a room compartment or alcove opening directly into any of these (Uniform Mechanical Code secdon30d.3). I l Garage fire.vall separation - required on garage side including supporting walls and posts (Uniibtm S Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (C`niforn Building Code section 312.0. 13 Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). . Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17, Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Beed wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. - 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees -wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor eonsuuction details complete enough to construct building. c ,, 6. Elevations and wall construction details complete enough to construct building. construction details complete enough to construct building. kvy- 4—y 1 Fireplace construction details and calculations if necessary. ,) Tr ux� 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. High expansive soil — special foundation design required. R;mining walls requiring design 15. Gy? 'swn wallboard nailing inspection required. If the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction / design requirements must be shown on the building plans. I71. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be / designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. NIISCELLATTOUS ITENIS: taimay details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003 ). O Guardrails (Uniform Building Code section 509). �O� E PLf��I Bride or stone veneer (Uniform Building Code sectibri 1403). Exlerior plaster— weep screeds (Uniform Building Code section 2506.5). Roafpitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. ,Z! 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). �! nderpoor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). VAAttic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible arra requirements. WELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. 0 Pace -- ')f = 0 l RECORDING REQUESTED BY IIII III III i 1111 l 111 III ill II1111111 FIDELITY ,I' ' 1� � '►�tTLE CO. 6?,ND WHEN RECaRD A T - 2003-0026469 BUTTE COUNTY BUILDING DIVISION 0 Recorded I REC FEE 2 f'D 7 COUNTY CENTER DRIVE !� 10.00 OROVILLE, CA 95965 Official Records I CoBUTYYTE f I CANDACE J. GRUBBSRecoI ROSEMARY DIMSON I Assistant I Andrew 09:00AM 28 -Apr -2003 I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See "'�R&Acd' DateA02-5,2003 �7t xv� Ken.t/A. ditev / .. i Cheri Wil State of California County of &tvt On _-WAU A0o3 before me, personally appeared /CB0 X 0 - W c4 personally known to me (or proved to me on the basis f atisfactory evidence) to bet a person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. S111111 brivWym Signature Seal: D. STAFFpRD COMM. � 1369998u► ftOTApY PUBLIC -CACI "l - DCOUNTY OF BUTTE A.P. # Gomm. expires Aug. 13, 2006 NO r ORDER NO. BU -190279 DMP DESCRIPTION: THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 26, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES, PHASE 211, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 29, 30 AND 31. ` THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 3, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-34545,. BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND -GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN: 039-460-085 �b 0 3f County of Butte.Department of Pubic Works 7 Count Center Drivo Oroville, CA 95965 Fbonc ($30) 538-7157 En 2016 Fax: (530) 538-1336 Download Forms: www.buttecou ltymet/publicworkVforms.btag ENCROACHMENT PERMIT NOTIFY COUNTY 24 HOURS BEFORE WORK 1S TO BE DONE I 3 �Sef Sz E DI Phone 530 538-7157 Ext. 2016 APPLICATION I / WE, the undersigned, rereby apply to the County of Buttc for an encroachment pCravt to do the following work under or over the County roads and b' wa all in accordance with County osditlances and gencrol laws. All information except silmmum utast be or le ibl .) 1, Applicant's Name: ,) ,.r^ IS. Compow N=w:. �2- Aaaress: 9 3/ 4. Assmor's Panel. Number: c.e-1 s. Loeatiem f wont to to Done sT�r s i �� %r AJ zL d- T. 6. 't Si 7. bate: L v .5 CONTRACTOW S INFORMATI N 11. Contractor's Nemo 9. Address 10. Phone: 11. Fax. 12. Contractor's Licenst Number: 13. Ctntifwats of bw anoe: Yes ❑ No: ❑ 14. Contrattnrs Sigtattae: 14e. Date StP{tad 15, Authorized Agent: TYPE OF WORK TO BE DONE 16. Plane Cbexk. Club: ❑ Cutlet: ❑ Sidewalk: ❑ 17. Drtvoway (List Type): /�. Gi s sr�-T — �it1%f xAu dM /7 PERMIT GRANTED . En compliance with the above request, and subject to all terms, cmdidtme (including tboso on page 2 of fts permit farm) and spWal oonditions written below, oerrai�tin is hcmtry gEW. t 9. Cendttions x a ' e:n O ore d Cur 6 o tr o ns r 10 Fore 'cad ciar L C&&t-e v,n w%f h a Pq r- ^ .G O tx f d 5iJew- rt Undarpmund Savile Alert U.S.A. must be notifled two working d&ysprigrto any excavation. 800L227 -26W 20..:& All work shall conform to accompanying: Detail R Plans ❑ Special Conditions 21. Bax issued 2 8 o 3 22. E4itation Date: & G Si 23 Stmoty:1 C S Mike Crump. Director of Public Works BY •* :vote: lfpffnx is are faxed to any number besides (530) 538-4356, they can, be delayed UP to one vm Page 1 of 2 (Antal Conditions - See Page 2 Td Wd22:10 2002 8Z 'add 268TS68 : 'ON XHd BNAUd'S : WOW Now -FIE MIN I; I Ed Wd22:10 2002 BE •udd 268TS68 : *ON XUJ 3NAUd'S': WMU LIMTED STRUCTURAL CALCULATIONS tl Mt'1 n vrciLT� cn� c�lc�l FOR GU5TOM HOME FOR RICK PAYNE FOR WILEY . JOB SITE. CANYON OAKS CHICO, CA AF.CGKO(IF ARChITECTURE + ENGINEE.RING-+ CON5E.lLTING. Larry J. Warner A.I.A., ARCHITECT 0,3 _ O 555 FLYING V ST., B T 'U T suITBUILDING D T NT CIRCO, CALIFORNIA 95928 530-892-8008 APPROVED 4' 003/? . )=IC-6-rA n PROJECT: WILEY RESIDENCE PROD. No. ER275PAY LOCATION: CHICO CA DATE. 9/17/01 BY: LJW PAGE • 1 OF CODES: Uniform building code, 1997 Edition • . AISC, Manual ;of steel. construction,. 9th Edition ACI, Manual•of Concrete Practice, 1988 Edition AITC, Timber Constructiotr Manual MATERIAL: Concrete:, f = 2,500 psi min. @ 28 days , Masonry: f c = 1500 psi Mortor: f c = 1800 psi, Type "S'T Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615. Grade. 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM- A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished ` Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 , Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P'.A. Rated- sheathing, Grade -Ca, UBC Std.259 Glue -Lam Timber.: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4- Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3- Wind. Speed: 7.5 mph ' Exposure: B Method 2 used unless noted otherwise. , Allowed Soil Bearing:' 1,500 psf NOTE: Any structural or non-structural items -that are not specifically addressed in the following calculations and or details are designed by others and are not the . responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, 555 Flying V St Ste -3, Chico, CA 95928, 530-892-8008 i Cf1C PS) ,:31'A(I I�7.OJIH� J401TA'DO_1 ' tulitiij:� CC�C�1 ��bo:1$rtibiiut,+ tmo3itrLf :�:�CIC�7 r:+airihI ,°!r� ,n(1it�fr:l�rtuo fs�t� "io,�st�tlsl�lf t�2tA rtc�i;►h 2�t�i .s ,';Is.siQ stfnonoDI(AsunMA +IDA (r,,,rts1`/` noi3sut;2na� 7jcfuli'f' ")TIA cukf; <3� i�al .rtim 1'. I dU?.,r -:,el °.;3tsl�ftrla :�It�ffl �'t'/�rv" -�;,. 9(l�/;�. •I�tj +)Ut; f = J3 ; I(??'IOII� 't�4(f,ft1z Io iii 7{�i ;��• sa��77 ?I�3-/� If�.� :�ni�7a�nieA X93 MT2A �t -A ?`/iT17.!'. rI°•i`.jCl i.(�1J•Ilr. I•:l41bs-0 PCA tARA :9qt� UCCA tAT8 :�uidlJT Is3t2 t.:silfz�I1 Ctl<_1t M'I'?�, :Zt!oH 3nirlosMc Coif. UT? A 2ti{1L� YotfanA Lip 110 J']-�ncT.F noalmi2 :Trot-a(1r+c 3 hood/ • e :booW •Ii�t rr:E�;ot:t.sbs7� 12r1o7:�ctirrll3Z� trl�i.I . �. of 'IS`{ :A% e2ioL "goiIfifl£Z"I !J .f.7tIIl? t .(:� 't►'� �,1Ci{.1 ,;'17`;fftl'j :� 2.rf.ij .Z73 • gfICIJz � 2JtTt;aFj c '1 b5h;A AAA - :bvot�r{44 8:° .. ; .Ov ;.A YJ iA1 IP,VA :isdmi�' rnn �-9u1� n•�i;t"i(TSdt1•c7' � t.•j• �1t~�: jttfigr altjrrti?. ' rsr 1lbrfidrr.ci) T -J fitn1: 5vt.Doo3i 2QACrJ �' .sao.L sirlT�is? saivvi-ff; , L:1JUrt both -)MI: 9 1;1(1 s td f : cctiit to tion; f1ow();if, fit (1:'drJ'It)tiri'{ff�,:•itf;,s t tt: , `,if, 3iif�! .;fri:,Jt fsTuY�t+Ti c �I ' ` 2-fiUlt T4 IfiTf, i�f1i2 tjfIA i`j�Q'V ,(fr rc,n ,'rc brzr; i sr=ro .{f bvf8izsb'416 elim-ib.-ta bare znci�riuslss gtTi�otto3 ;rI1 4irx; -:fi;I "t{; ;t�,, sviiit�`/ .r,ysiri (h �I.If; rifttEy'vV .t �tTrs,i �gtrnli J-3A3o yiilidi2nog2s1 �jaifri-92sb of stiz 3')<�Lo'Itj aril is Z`.I�tailb(IU 1 �'�.0 ��� .O.+fi�J C 31� sc V :Aruir-1 �?t .AIA 1wncW .l I]rt:.i ,.�iI1C)yi) :1HA N Roof Beam{ 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By: Larry-J- Wamer AIA, AEG Group. on: 05-0.7.-2003.: 08:.50-58 AM Project: ER275PA2 - Location: RB-1 V= Summary: 5.251N x 1125 IN x. 20.0 FT / 2.OE Parallam - Trus Joist-MacMillan LB Section Adequate By: 25.9% Controlling Factor. Moment of Inertia / Depth Required 10.42 In Deflections:. DLD= Dead Load: LLD= Live Load: TLD= Total Load: IN2 Reactions (Each End): u'-�= Live Load: Dead Load L-Rxn= Total Load: n-"= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: _ L Span: Maximum Unbraced Span: Lu= Pitch Of Roof RP=- U Live Load Deflect. Criteria: U Total Load, Deflect. Criteria: Non-Snow Live.:Load: Roof Loaded Area: Method Live Load- Method: Roof Loading: LL1= Roof Live Load-Side One: DL1= Roof Dead Load-Side One: TW1= Tributary Width-Side One: LL2_ Roof live Load-Side Two: DL2= Roof Dead Load;-Siid-e Two: Tributary WidihSide Two: TW2_ Cd= Roof Duration Factor. BSW= Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads: Adiusted.Beam. Length:. L= Beam Uniform Live Load: WL `^-_ Beam Uniform Dead Load: wD adi= Total Uniform Load: wT= Properties For: 2.0E Parallam- Trus Joist-MacMillan Bending Stress: Fb= Fv= Shear Stress: E-- _Stress Modulus of Elasticity: StressPerpendicular to Grain: Fps-perp= Adjusted Properties Fb'= Fb' (Tension): Adjustment Factors: Cd=1.15 Cf-1.01 Fv': fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 10.0 ft from left support Critical -moment created -by combining all dead and. live. loads_. Controlling Shear. At support. Critical shear created by combining all dead and live loads: Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection). 0:57 IN 0.49 IN = U494 1.06 IN = U227 1680 LB 1985 LB 3665 LB 0.93 IN 20.0 FT 0.0 FT 9. :12 240 180 240.0 SF One 14.0 PSF 12.0 PSF 10.0 FT 14.0 PSF 1.2.0- PSF 2.0 FT 1.15 48 PLF 20.0 FT 168- PLF 198 PLF 366 PLF 2900 PSI 290 PSI 2000000 PSI 750 PSI 3359 PSI 3x34 PSI M= 18323 FT -LB V= 3665 LB Sreq= 65.46 IN3 S= 1-40:74 IN3- Areq= 16.48 IN2 A= 59.06 IN2 Ireq= 494.64 IN4 1= 622.92 IN4 I - .1 ~ , . - 4 19Vi (j-3,", f3l.'03 P0b5vFj winl;nU 79 Imagg. AIA isniaw 1, yl)c,-, n"a eu-iT - mellcisq 30 C t 1 t1,t7S x ml C Of uilt, -,r!l to In-nof.l mb,41 pnillvitno) cl. e.ag.:ye ell6upebA nosl-j2 A erlOiR)-,flqc evii tL „d5. k;?7 anudcic��i 1pj Gee bs.J LqaG V, C j bim I Isis, Uaixflo ton jjgsf;qr)r, h<)nqua ',ylnv rnsofl) b9jWps9 rl)pf,a-; L),jilad T 7, :1,180 mes)e f"7 IR :nnqP, bWbdn(J mufy;v,�0,4 U f -OR 10 11.1fili Qt Ll bFvj svi-j :S116jilo .103PSO y :bso,l svlj want -noN D"- :691'A lighsoj 1.0053 beoJ svt-; lec - V-, lon� :32Q () enOqbj2-b6o S,/;j toop, i :qf)O Obie-omi vsar,6 PnO eb!P-ti,,bwv Vl,-TUd;il- :lp,q owT,Gbi6-bf3oj )k,, -1 T- owT obia-bfsu.i LB,,qj itiog :owT cbi?,-dNW vistudriT VV F S T:4 I ( ::il)2. altofbno vOrm)" t*f2mbA d.. qiq\qqoja 32-f , 8 (,. :fitpngj rnfi-A -qj-, 8p f bsoj evi-I m-101fil) ME,99 ti Ill a -sr :bsOJ bsqU bro-j rrnNr.0 is,',)T 16 ri am T -mallsipq 1(, 10-1 aOjrj3qO- �q IPIO'lnjbowTS lug e mi p, wjbifarO 00 aujubr),M l8c; lie ae0swoq beta: IbA lneianqT) 'da V I tt-V) 'almfas--i 44memlaoib.4 Jn5mc'p'0 pflil'olmoo ftal mol"Ph Vj� Bi a N) -V I. -v!, I)m zhs-b h pnwidrvo^ yd balselo *m9mom !rz,�djjl- lloqcli,.F P, ',.isb lig pninidmoo vd bqlsqj3 ingtia la:mmz) 4lil'At, AA .(InsmoM) ejiluboM. nojb-tp, e,;A.) so-'\ :(ned6saso) sition! 10 . Ingrooki I - .1 ~ , . - 4 Roof Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.07 By: Larry J Wamer AW, AEC. Group. on:. 0.5.-07-2003.:,08:50:59 AM Project ER275PA2 - Location: RB-2 PSI ., Summary: 5.25 IN x 11.25 IN x 12.67 FT / 2.0E Parallam - trus Joist-MacMillan PSI Section Adequate By: 295.6% Controlling Factor. Section Modulus / Depth Required 6.74 In Deflections: DL- D= Dead Load: LLD= Live Load: TLD-- Total Load: IN4 Reactions (Each End): LL-Rxn= Live Load: Dead Load: DL-Ibm= Total Load: Bearing. Length Required (Beam only, Support capacity not checked): TL4b(n= BL= Beam Data: L= Span: Maximum Unbraced Span: Lu= RP Pitch Of Roof. / U Live Load Deflect. Criteria: U Total Load. Deflect. Criteria: Non-Snow Live Load: RLA= Roof Loaded Area: Method = Live Load Method: Roof Loading: Roof Live Load-Side One: LL1= Roof Dead Load-Side One: DLI= TW1= Tributary Width-Side One: �_ Roof Live Load-Side Two: DL2= Roof Dead" Loa"ide Two: Tributary Width-Side Two: TW2= Cd= Roof Duration Factor: BSW= Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads: Ladj= Adjusted Beam Length:. `M-= Beam Uniform Live Load: , wD adi= Beam Uniform Dead Load: WT= Total Uniform Load: Properties For. 2.0E Parallam- Trus Joist-MacMillan Bending Stress: Fb= Fv= ShearStress: E= Modulus of Elasticity: Stress Perpendicular to Grain: - Fc perp= Adjusted Properties Fb = FV (Tension): Adjustment Factors: Cd=1.15 Cf-1.01 Fd': Fv'= Adjustment Factors: Cd=1.15 Design Requirements. Controlling Moment 6.335 ft from left support Critical moment created by combining all. dead -and live loads_ Controlling Shear. At support Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M M= M 0-.09 IN. 0.09 IN = U1702 0.18 IN = U837 1216 LB 1257 LB 2474 LB 0.63 IN 12.67 FT 0.0 FT 9. :12 240 180 1.52.0 SF One 16.0 PSF. 12.0 PSF 10.0 FT 16.0 PSF 12_0, PSF 2.0 FT 1.15 18 PLF 12.67 FT 192 PLF 198 PLF 390 PLF 29.00 PSI 290- PSI ., 2000000 PSI 750 PSI 3359 PSI 334 PSI 7835 FT -LB 2474 LB Sreq= 27.99 IN3 S= 1-10.74 IN3 Areq= 11.13 IN2 A= 59.06 IN2 Ireq= 133.9g... IN4 1= 622.92 IN4 X29 1?n TR } ,a 1;;•- lug to q lag laq 121 1 4E" "4V (r�%Cib� p �r sbc+ pnib .rr3 trn.alMU ij' lmrg8 tc�oR VA c . ,j;: BtJ ':C}.lS. �..f .a ,luoty "I -AA AIAlarnsW i t1:s.J Y& S-654 .noA.-oi - .ioe-10Iq Y1tit7rtt;uc TB.S r x V;1 G'l�. i r r vli CS ? �! ,-i t• c,*.1r,.tpElii (!)ger nrilloifn- X062E !a f,Js1)pso^. ;'Oitag?, J., -baa J bE o Jt 91 3YI-1 UO -1 ISM :(Eu13 =JG (l :d:n ;o 'cn Ir.)r1^sa no u2 1no mss;r bs.iLI93R r+. ne 1 i rhr'sa 1 'bis+� n7sci8 req?. _``'� :nr3v,2 bsae,;dr.Lt trtl:r�{o.>;lV' ' 1r1(JR 10 jNfi9 :6(191117 to -11100 rJcoj 9vt: silefil;l .Jne31y,1 bscj 1Ktor bKo c eWr. wont noo .borlieM r ' ' m lioscJ OQP 3f+Q e bW -080.} tiviJ to _ail :etiO trbi2-ritE ri�J vlsivdn T :o -NT W8-bsoJ e:tJ two :o,vT ab12-bsoi se ^, lot -%q owl" OWE; 1b'W vlsludnT Yi . ldt3a notts:u%1lvc .rY 2hl;cJ brs 2titpoo ) 1lsteultA, do1i91ago12 `'J :rt3grsJ r.lea& i19t2GitA ;bsoJ evil r„oiin0 r sq@ =iw3 Ow :b6oJ bseO arlottn(. nis98 itriiiril fift/-;21Ut. cUTT-msI,'si69 3,3 t• lb E ?£+Ii19 .i,,, - • .22ut3% tt� air = 'YJtoifzsl to 21i1uba,1� 4�'`i .” nlst�7 of lsiuoinnwrt+;R z�ti f asir piq betau{bA {'701?naT} •;�� i0.t=3 Gt.r=U0 z10ra6gJim" mtat:(bA cfJ-T; airs'. "T i t?,p ix C• 4y .:v 6J tri s i `i1r 13J r'r^ V1 Svi 1 `. uC° Il N� r3� X29 1?n TR } ,a 1;;•- lug to q lag laq 121 1 4E" "4V (r�%Cib� p �r sbc+ pnib .rr3 trn.alMU ij' lmrg8 tc�oR VA c . ,j;: BtJ ':C}.lS. �..f .a ,luoty "I -AA AIAlarnsW i t1:s.J Y& S-654 .noA.-oi - .ioe-10Iq Y1tit7rtt;uc TB.S r x V;1 G'l�. i r r vli CS ? �! ,-i t• c,*.1r,.tpElii (!)ger nrilloifn- X062E !a f,Js1)pso^. ;'Oitag?, J., -baa J bE o Jt 91 3YI-1 UO -1 ISM :(Eu13 =JG (l :d:n ;o 'cn Ir.)r1^sa no u2 1no mss;r bs.iLI93R r+. ne 1 i rhr'sa 1 'bis+� n7sci8 req?. _``'� :nr3v,2 bsae,;dr.Lt trtl:r�{o.>;lV' ' 1r1(JR 10 jNfi9 :6(191117 to -11100 rJcoj 9vt: silefil;l .Jne31y,1 bscj 1Ktor bKo c eWr. wont noo .borlieM r ' ' m lioscJ OQP 3f+Q e bW -080.} tiviJ to _ail :etiO trbi2-ritE ri�J vlsivdn T :o -NT W8-bsoJ e:tJ two :o,vT ab12-bsoi se ^, lot -%q owl" OWE; 1b'W vlsludnT Yi . ldt3a notts:u%1lvc .rY 2hl;cJ brs 2titpoo ) 1lsteultA, do1i91ago12 `'J :rt3grsJ r.lea& i19t2GitA ;bsoJ evil r„oiin0 r sq@ =iw3 Ow :b6oJ bseO arlottn(. nis98 itriiiril fift/-;21Ut. cUTT-msI,'si69 3,3 t• lb E ?£+Ii19 .i,,, - • .22ut3% tt� air = 'YJtoifzsl to 21i1uba,1� 4�'`i .” nlst�7 of lsiuoinnwrt+;R z�ti f asir piq betau{bA {'701?naT} •;�� i0.t=3 Gt.r=U0 z10ra6gJim" mtat:(bA cfJ-T; airs'. -v O.1 ix C• 4y .:v Svi 1 6,' n' A et .t' �ha '21oSar�� irvn;f�uib� - •frsr<<n,�9 �n�ltvlfiU3 )1,x;qua µ9i ttiUTi � C :t; ZL�st)t .V'.t Ems I?69E> Hs r;n:drnoo telswa t•n9niom lso,lr a6}s,11c�., gr111GStnr.•J ?bscl vv't ;art$ )tsyE: Ila Uniniftw Yd b9fl;sta1S8r1r, I itis) , 2noifoe2 beliup,3;i rit, fJ ano.,hecImoo :(insrrtom! oulubotvi nciJoac (xed-''3,) e,, to (noib9090) sit;^rl to tnemore Combination Roof and Floor Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.07 By: Larry-J. Warner AIA, AEC-Group. on: 05-0.7-2003:.08:50:59 AM Proiect ER275PA2 - Location: BM-1 Summary: " •5.5 IN x 11.5 IN x 16.5 FT / #1 - Douglas Fir-Larch - Dry Use Section Adequate By: 1.1% Controlling Factor: Section Modulus/ Depth Required 11.44 In Deflections: 3 0LD= IN Dead Load: LLD= 0.366 1N = 0552 Live Load: TLD= 0.74 IN = LP267 Total Load: Reactions (Each End): , , LL-Rxn= 1980 LB Live Load: Dead Load: DL-Rxn= 2107 LB Total Load: Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn= BL= 408T 1.19 LB IN Beam Data: L= 16.5 FT Span: Maximum Unbraced Span: Lu= V. 0.0 360- FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: , Non-Snow Live Load. RLA= 165.0 SF Roof Loaded Area: Method = One Live Load Method: Roof Loadinq: Roof Live Load-Side One: RL- L1= 16:0- 12.0 PSF Roof Dead Load-Side One: = RTWIW1= 1 T FFT Roof Tributary Width-Side One: L2= .0 166.0 PSF Roof Live Load-Side Two: R D2= 12.0 PSF Roof Dead: Load-Side Two: RTW2= O Q FT Roof Tributary Width-Side Two:' Cd-roof= 1.25 Roof Duration Factor. Floor Loading: • Floor Live Load-Side One: ' FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= F 10.0 2.0 PSF FT Floor. Tributary. Width-Side One: 2 LL= 40.0 PSF Floor Live Load-Side Two: D= 2= 10.0 PSF Floor Dead Load=Side Two: FTW2= 0.0 FT Floor Tributary Width-Side Two: Cd-floor-- 1.00 Floor Duration Factor. ti ,; WALL= 70 PLF Wall Load: Beam Loads: , Roof Uniform Live Load: wL-roof= 160 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 150. PLF Floor Uniform Live Load: wL-floor- 80- PLF Floor Uniform Dead Load: wD-floor- 20PLF Beam Self Weight BSW= 15 PLF Combined Uniform Live Load: wL= 240- PLF Combined Uniform Dead Load: wD= 170 PLF Combined Uniform Total Load: WT= 495 PLF Controlling Total Design. Load: WT-cont= 495 PLF Properties For #1- Douglas Fir-Larch Bending- Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of. Elasticity: E= 1600000 PSI Stress Perpendicular to Grain- Fc perp= 625. PSt Adjusted Properties FV (Tension): Fb'= 1688 PSI Adjustment Factors: Cd=1•.25-Cf=1.00 F%/:Fv'= 106 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 16858 FT-LB 8:254 from-left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4087 LB At support Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Sreq= 1-19.8a INN Section Modulus (Moment): ' S= 121.23` -IN3 Area (Shear): Areq= 57.70 IN2 A= 63.25 IN2 Moment of Inertia (Deflection): Iraq= 625.76 IN4 1= 697.07 IN4 A V7 514)L 1) y4 Z. OIL pArl-A LA r1 _!G X143 929 laR T! i2ci 32q T9 3,.19 qjq 3 Jq 9Jq :Ucl lJc; 9Jq 3Jq 3J9 3J:i ON. let 18q OOC,()33t :Zi�S C�a:x 12O 39C 129 C,O r °'•' t ;�'t-3:' ; r) sac • ; ,�' , „o"rl' �F l:ns98 oc,19 bns trot rtodsnidrlo0 ;,.:'c' 31 •",C;°:, ' . •�o yuol7 :13A , AIA in. pO 1J L yiiaJ :Y8 $S,t=bJ 2tot7s�i ttberrlauibA ' t -ME : ilkooJ - rA%• '7 q�3 :ias;e:p El J .. o:? • =c�.j bsr3.i bsne ;•11 � ` t 929 laR T! i2ci 32q T9 3,.19 qjq 3 Jq 9Jq :Ucl lJc; 9Jq 3Jq 3J9 3J:i ON. let 18q OOC,()33t :Zi�S C�a:x 12O 39C 129 C,O r °'•' t ;�'t-3:' ; r) sac • ; ,�' , „o"rl' �F l:ns98 oc,19 bns trot rtodsnidrlo0 ;,.:'c' 31 •",C;°:, ' . •�o yuol7 :13A , AIA in. pO 1J L yiiaJ :Y8 $S,t=bJ 2tot7s�i ttberrlauibA ' t -ME : ilkooJ - rA%• '7 q�3 :ias;e:p ae-U >nCJ - ,tals l-199 aslPUOVJ --,!A 1 79 %.8t x M(a t t x 141 a ?lsrtrnu2 eul;iba'I nwtD5c loiaEa eni)lollna3 JTt.t ;jQ atsup9bA iodo32 =c�.j bsr3.i bsne =� i i :t L30J 5YS_i _j bogqu; Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS)1. Ver: 5.07 By, Larry. J- Warner AIA, AEG Group.on, 05-07,-2003: 08:51-00. AM. Proiect: ER275PA2 - Location: BM -2 Summary: . 5.5 IN x 11.51N x 4.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 261.7% Controlling Factor. Area / Depth Required 3.18 In , Deflections: , Dead Load: . • DLD= 0:00. IN Live Load:LLD--0.00 IN = U24208 Total Load: ", TLD= 0.00 IN = U15008 Reactions (Each End): Live Load: LL-Rxn= 768 LB Dead -Load: P QL-Ebm= 471 LB Total Load: TL-Rxn= 1239 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 4 0.36 IN Beam Data: Span: L= 4.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect: Criteria: U 360 - Total Load Deflect. Criteria: U 240 Non -Snow Live Load: RLA= 16.0 SF Roof loaded Area: - Live Load Method: Method = One. Roof Loading: ' Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 12.0 PSF Roof Tributary Width:Side One: RTW1= 4.0 , FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 12.0 PSF Roof Tributary Width -Side Two: RT -W2= 0.0- FT Roof Duration Factor. Cd -roof= 1.25 Floor Loading: Floor Live Load -Side One. FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Flom. Tributary Width: -Side One: FTW1= 8.0 FT Floor Live Load -Side Two: FLU= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor Cd4loor- 1.00 Wall Load: WALL= 80 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 64 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 60 PLF Floor Uniform Live Load: wL-ftoor- 320 PLF Floor Uniform. Dead Load: wD-floor- 80 PLF Beam Self Weight BSW= 15 PLF Combined Uniform Live Load: wL'= 384 PLF Combined Uniform Dead Load: wD= 140 PLF Combined Uniform Total Load: WT= 6.19 .:PLF Controlling Total Design Load: wT-cont= 619 PLF Properties For. #1- Douglas Fir -Larch . Bending Stress; Fb= 1.350..- : PS.I. Shear Stress: Fv= 85 .. Modulus of Elasticity: E= ...PSI 1600000 . PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties ' FV (Tension): Fb'= 1688 PSI Adjustment- Factors: Cd=1:25 Cf--t.00- F\': Fv'= 106 PSI Adiustment Factors: Cd=1.25 Design. Requirements: Controlling Moment M= 1239 FT -1_6 2-CALfrom Left support.. Critical moment created by combining all dead and live loads. Controlling Shear. V= 1239 LB ' At support: • Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment)- Sreq= 8:84 03 S= 121.23 IN3 Area (Shear): Areq= 1.7.49 IN2 A= 63.25 *-IN2 Moment of Inertia (Deflection): Ireq= 11.15'. 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Reactions (Each End): Live Load: LL-Rxn= 448 LB Dead Load: DL-Rxn= 711 LB Total Load: TL-Rxn= 1159 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.88 IN Beam Data: Span: L= 7.0 FT • Maximum Unbraced Span: Lu= 0.0 FT Pitch Of -Roof: RP= S :12 Live Load Deflect Criteria: U 240 Total Load Deflect. Criteria: U 180 Non -Snow Live Load: Roof Loaded Area: RLA= 56.0 SF Live -Load Method. Method = One Roof Loading: Roof Live Load -Side One: LL1= 16.0 PSF Roof Dead Load -Side One: DL1= 12.0 PSF TnWary Width -Side One: TW1= 8.0 FT Roof Live Load -Side Two: , LL2= '16.0 PSF Roof Dead'Load=Side Two: DL2= 12.0. PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= , 80 PLF Beam Self Weight: BSW= 3 PLF Slope/Pitch Adjusted Lengths and Loads: " Adjusted Beam Length: Lad1= 7:0 FT Beam Uniform Live Load: wL= 128 PLF Beam Uniform Dead Load: wD adi= . 203 PLF Total Uniform Load: - wT= 331 PLF Properties For. 1.9E Microllam- Trus Joist -MacMillan Bending -Stress: Fb= 2.600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties MY (Tension): Fb'= 3325 .: PSI. Adjustment Factors: Cd -l'. t5 Cf='t.1`1' Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 2027 FT -LB 3.54 from. left support Critical moment created by combining all dead and live loads. Controlling Shear. V= 1159 LB At support Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Nrod-Ulus (Moment): Sreq= T 3 27 IN3. - S= 8.82 IN3 Area (Shear): Areq= 5.30 IN2 A= 9.63 IN2 Moment of Inertia (Deflection): = Ireq= 20.16 IN4 I= 24.26 IN4 m'.oti:,u }e lmr:b 100$9 80 rr (, �: (;. �. i lO�c )?N . AIA-lor wI !. 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Moment of Inertia / Depth Required. 11.75 In Center Span Deflections: DLE}=Center- 0:36-: IN Dead Load: Live Load: LLD -Center- 0.51 IN = U420 Total Load TLD -Center- 0.87 IN = L1248 Center Span Left End Reactions (Support A): LL-Rxn-A= 1685 LB Live Load: Dead -Load: OL-Rxn-A= 898 LB Total Load: TL-Rxn-A= 2583 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.98 IN Center Span Right End Reactions (Support B): LL-Rxn-g= 1451 LB Live Load: Dead Load: DL. Rxn..B= 1198 LB Total Load: TL-Rxn-B= 2649• LB - Bearing Length Required (Beam only, Support capacity not checked): BL -B= 1.01 IN Beam. Data Center Span Length: L2= 18.0 FT Center Span Unbraced. Length -Top of Beam: Lug -Top= 0.0 18.0 FT FT Center Span Unbraced Length, -Bottom of Beam: Lug -Bottom= Live Load Duration Factor Cd= U 1'.00 360 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: Center Span Loading: Uniform Load: wL.2= Q PLF. Cive L"oad: Dead Load: wD-2= 0 PLF Beam .Self Weight: BSW= wT-2= 1.3 13 PLF PLF Total Load: .. Point Load 1 Li�e.Load:. PL1-2= 1216 L9.. Dead Load: PDt-2=- 1382: Lf} Location (From left end of span): X1-2= 12.0 FT Trapezoidal. Load 4 Left Live Load: TRL-Left-1-2= 160 PLF Left.Dead'Load: TRD4Left-1-2= 40 PLF Right Live Load: TRL-Right 1-2= 160 PLF Right -Dead Load: - TRD-Right-1-2= 40 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2-- 12.0 FT Load Length'-. C-1-2= 12.0 FT Properties For. 2.0E Parallam- Trus Joist -MacMillan Bending Stress: Fb= 2900 PS.F. Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties FW- (Tension): Fb'= 2903 . PSI Adjustment Factors: Cd=1.00 Cf --1.00 Fv': Fv'= 290 Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 15655 FT -LB 1*1'.S&Ft from left support of span 2 (Center Span)- pan)Critical Criticalmoment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. 6V= 2649 LB At right support of span 2 (Center Spari) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons.AM R�uired.Sections: . Section Modulus (Moment): Sreq= 64.70. IN3 S= 82.26.- IN3 Area (Shear): Areq= 13.70: IN2 A= 41.56. IN2 Moment of Inertia (Deflection): Ireq= 473.33 "IN4 1= 488.41_ IN4. 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Area / Depth Required 8.41n Deflections: Dead Load: 0:04 IN: Live Load: LLD= LD= � 0.15 IN = U568 Total Load: TLD= 0.19 IN = U452 Reactions (Each End): Live Load: LL-Rxn= 2100 LB Dead-Load: 543 LB Total Load: TL-Rxn= 2643 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 2.01 IN Beam Data: L= 7.0 FT Span: Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect_ Criteria: Lf 360 Total Load. Deflect Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DLI= 10.0 PSF WidSideOne: Tributary t+r TW1= LL2= 8.5 40.0 FT PSF Floor Live Load-Side Two: DL2= 10.0 PSF Floor Dead Load-Side Two: TVtl2= 6.5 FT, Tributary Width-Side Two: Cd= 1.00 Live Load Duration Factor: WALL= 0 PLF Wall Load: Beam Loading: -Beare Total Live Load: WL-- 600. PLF Beam $elf Weight: BSW= wD= 5 :: 155 PLF .. PLF Beam Total Dead Load: 755 PLF Total Maximum Load: wT= Properties For IAE Microllam- Trus.Joist-MacMillan Bending Stress: Fb= 2600 PSI" Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_erp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2694. PSI. Adjustment Factors: Cd=1.00 Cf--1.04 FV:. Fv'= 285 :: 'PSI :Adiustment.Factors: C&1.00 Design Requ'ireinents: Controlling. Moment: M= 4625' - FT=L6. 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear V= 2643 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.60'=;:-.IN3 -- S= Area (Shear): Areq= 1&91, -.-'IN2::. . A= 16.19 Moment of Inertia (Deflection): ireq= 73.10 tN4 1= t1t5.42 "IN4 \p a A k, 0 3HU-VI! of 0 141 Gf.0 Fj.j CC'S t 41�. 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Group on: 05-07-2003: 08:51:02 AM Project: ER275PA2 - Location: BM -6 Summary: 5.25 IN x 9.25 IN x 29.0 FT (20.3 + 8.7) ! 2.0E Parallam - Trus Joist -MacMillan Section Adequate By: 16.0% 'Controlling Factor: Moment of Inertia / Depth Required 8.8 In Center Span Deflections: DLD-Center= � 0.13 IN - Dead Load: LLD -Center- 0.58 IN = U418 Live Load: TLD -Center- 0.71 IN = U345 Total -Load: Right Span Deflections: DLD-Right= 0.04 IN Dead Load: Live- -Load: LLD -Right= 0.09 1N = U1150 Total Load: TLD -Right= 0.13 1N = U828 Center Span Left End Reactions (Support A): LL-Rxn-A= 814 LB Live Load: Dead Load: DL-Rm-A= 278 LB Total Load: Bearing Length Requited -(Beam only, Support -capacity not checkedy TL-Rxn-A= BL i4= 1092 0..28. LB IK, Center Span Right End Reactions (Support B): LL-Rxn-B= 5797 LB Live Load: DL-Rxn-B= 2985 LB Dead Load: Total. Load: TL-Rxn-B= 8782 LB Bearing-Lengtd. Required- (Beam -only, Support capacity not checked): BL -B= 2.23 IN Right End Reactions (Support C): LL-Rxn-C= 2407 LB Live Load: Dead Load: DL Rxn-C= 1391 LB Total Load: Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn-C= BL -C= 3798 .. 0.96 LB IN Dead -Load -Uplift F.S:- FS= 1-5 Beam Data: Center Span Length: L2= 20.33 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0:0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 20.33 FT . Right-Span..Lenoth: Right Span Unbraced Length -Top of Beam: L3= LO -Top= 8.67 69 FT . FT. - Right Span Unbraced Length -Bottom of Beam: Lu3-Bottom= 8.67 FT- TLive LiveLoad _Duration Factor. Cd= U 1.00 360 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: CenterSparr Loading: Uniform Load: Live Load: wL-2= 40 PLF Dead Load: wD-2= 10 PLF Beam.Se)f Weight: BSW= 15 PLF Total Load: wT-2= 65 PLF Point Load 1 Live Load: PL1-2= 2100 LB . Dead. -Load: PD1 -2= 543 :.,. .LB ... Location (From left end of span): X1.-2= 13.0 _ FT' Right Span Loading: Uniform: Load: Live Load: wL-3= 600 PLF. Dead Load: wD-3= 400 'PLF . Beam Self Weight: BSW= 15 PLF Total Load: wT-3= 1015:... PLF Properties For- 2.OE Parallam- Trus Joist -MacMillan Bending Stress: Fb= 2900 PSI. Shear Stress:' Fv= 290 PSI Modulus of Elasticity: E= 2000000 -Stress Perpendicular to Grain: Fc_perp= 750` Adjusted Properties . . Fb' (Compression, Face in Tension): Fb.= 2904 `PSi- Adjustment Factors: Cd=1.00 CI=0.97 Cf=1.03 FV: Fv'= 290 PSI Adjustment Factors: Cd=1,00. Design Requirements: Controlling Moment: M= -12331 FT -LB Overrigt* support•of span 2 (Center Span),, Critical moment created by combining all dead loads and live loads on span(s) 2, 3 Controlling Shear: V= 5823 8 At left support of span 3 (Right Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With. Required Sections: Section Modulus (Moment)° Sreq= 54=96 I43 - S= 74.87 IN3 uV ( (80o i In-1808 a�b 0 60,1411WA 'no quo!t-1 'T9A. AJA isrheW t, vile..! -VL:i . 8-MG SIOMS-50.1 - linoi e:., IT - mcliz-sq 3,,, + E 0�.: ) y1aff V1.1 e'% t,- x V1 aK a ni j j :),v;A, lmmo,)' *O.at Y8 SIGUI)SIDA ;mi!,n,%P, 41 n ,, -jc3 . 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'(1nem0vs) eulubom 70DOU8 Page: 2 Mufti-L-oaded--Beamf 97 Uniform-Buildinq Code (.91. NDS.). )- Ler_ 5.07 By Larry J Warner AIA, AEC Group on: 05-07-2003: 08:51:02 AM Project: ER275PA2 - Location: BM -6 Aroq= 30.12. IN2 Area (Shear): A= 48.56 IN2 Ire= 298.46 IN4 Moment of. Inertia (Deflection): I= 346:26- IN4. Combination Roof and Floor Beam( 97 Uniform Building. Code (91 NDS) I Ver. 5.0 By: Larry -J -Warner AIA , AEG Group. on: 0547-2003 : 08:51.00 AM Proiect: ER275PA2 - Location: BM -7 IN = U459 Summary: 5:51N x 11.5 IN x 15.0 FT /#1 - Douglas Fir -Larch - Dry Use IN = U327 Section. Adequate By. 10.8% Controlling Factor. Area /Depth Required 10.85 In Deflections:. DL -D= Dead Load: LLD= Live Load: TLD= Total Load: + 106 Reactions (Each End): L -Rx n= LL-Rxn= Live Load: Dead -Load-, TL-Rxn= Total Load: Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data L= Span: Maximum Unbraced Span: Lu= U. Live Load Deflect Criteria: U Total Load Deflect. Criteria: Non -Snow Live Load: RLA= Roof Loaded Area: Method = Live Load Method: Controlling Shear. Rooftoadina: Roof Live Load -Side One: RLL1= Roof Dead Load -Side One. RDL1= Roof Tributary Width -Side One. RTW1= Roof Live Load -Side Two: RLL2= RDL2= Roof Dead Load -Side Two: RT Roof Tributary Width -Side Two: -W2= Cd -roof= Roof Duration Factor. Floor Loading: Floor Live Load -Side One: FLL1= Floor Dead Load -Side One: FDL1= Floor Tributary Width -Side One: FTW1= Floor Live Load -Side Two: FLL2= Floor Dead Load -Side Two:' FDL2= Floor Tributary Width -Side Two: FTW2= Floor Duration Factor. Cd-floor-- d-floor=Wall WallLoad: WALL -- Beam Loads: Roof Uniform Live Load: wL-roof= Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= Floor Uniform Live Load: wL-floor- Floor Uniform Dead Load: wD••floor- Beam Self Weight: SSW= Combined Uniform Live Load: wLF Combined Uniform Dead Load: wD= Combined. Uniform Total Load: WT= Controllinq Total Design Load: wT-cont= 'Properties For #1- Douglas Fir -Larch 0:16- IN 0.39 IN = U459 0.55 IN = U327 2880 LB 1165 LB 4045 LB 1.18 IN 15.0 FT 0.0 FT 360• 240 60.0 SF One 16.Q 12.0 4.0 16.0 12.0 0.0. 1.25 40.0 10.0 8.0 40:0 10.0 0.0 1.00 0 64 60 320 80 15 384- 140 539 539 Bending -Strew. Fb= 1350 Shear Stress: Fv- 85.: Modulus of Elasticity: E= 1600060 Stress Pe ndicular to Grain' FcDerp= 625 PSF PSF FT PSF PSF .FT PSF PSF FT PSF PSF PT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI' .PSI :P81. Adjusted Propertied Fb' (Tension): Fb'= 1688 PSI Adjustment Factors: Cd=1.25 Cf=1.W F�: Fv'= 106 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment M= 15170 FT -LB 7.5.ft from. left. support 'Critical -moment created by combining all dead and live loads. Controlling Shear. V= 4045 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required. Sections: Section Modulus (Moment). Sreq= 107.87 IN3- S= 121.23 IN3 Area (Shear): Areq= 57.11 -IN2 A= 63.25 'IN2 Moment of Inertia (Deflection): Ireq= 546:66 IN4 1= 697.07 IN4 W lrrraus ,00:q bns 10oF1 nOUsrtldmo:: "t'` ""a SC, cn3�_ VO -H n,, 1:1071` 1\ , AIA 1£i^,sW L ,rnsl :Y8 r - M8 nonMoo t'gga :fi 7 in.,o1� Aa 0." tit i ;7U - mils -1-11'1 2sipuco - rA 1 n o.ai x tit a t., X oI a,?16fTti^Uc; ing50 i 651A lolnsa onitloi#r;r,0 i°9 01".19 etnupsbA nubs sr Z(}(-iit^3f 9U bind Dseo Viso.; 9vi j :bsoJ lc roT bn3 ;1Dr'' i 'noi;os_,; l I : ioj 3vU .bsoJ > ,l+� 7rin ,y,osuGa t,aagtl2 M(10 m6o8; bs,ivps�l .fi#Uno J eri,c;oa . .s#sr rnse�a nac,3 :nog8 b0.;.;)dnU murntxem :rflvni,o hw.', 0 bvoJ ,0j :stlyfi� .f.��i''3�1 brio: istoT • UE; J OV..t Aor.? Multi -Loaded Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.07 .By:. Larry- J-Wamer.AFA , AEC Group on: 0547-2003: 08:59.:02 AM. Prosect: ER275PA2 - Location: BM -8 : LB -Summary: X5.5 IN x 9.5 IN x 8.0 FT / #1 - Douglas Fir -Larch - Dry Use FT Section. Adequate By: 49.2% Controlling Factor. Section Modulus / Depth Required 7.78 In Center Span Deflections: Dead Load: DLD-Center- Live Load: LLD -Center - Tota{ Load: TLD -Center - Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= Dead Load: D .Abai A= Total Load: TL-Rxn-A- Bearing Length Required (Beam only, Support capacity not checked): BL -A -- Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-6= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2-Top= Center Span- Unbraced- Length -Bottom -of Beam:. Lu2-Bottom= Live Load Duration Factor. Cd= U Live Load. Deflect. Criteria: ' U Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: wD-2 Beam Self Weight: BSW-- WT-2-- T-2=Point Total Load: PointLoad 1 Live Load: PL1 2= Dead Load: PD1 -2= Location (From left end of span): X12= Properties Fora41= Douglas Fir -Larch Bending Stress: ' Fb= Shear Stress: FV -- y=Modulus-of Modulus- ofElasticity. E_ Stress- Perpendicular to Grain: Fc,_perp= Adjusted Properties Fb' (Tension):. Fb'= Adjustment Factors: Cd --1.00 Cf--1.00 Fv': Fv'= AdiustmeM Factors: Cd=1.00 • . Design Requirements:. Controlling Moment M= 4.0 Ft from lett support of span 2 (Center Span) Criticall-m6ment created by combining all dead loads and live loads on span(s) 2. Controlling Shear V= At right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With* Required Sections- ectionsSection SectionModulus (Moment): Sreq= Area (Shear): MornenYof- inertia .(Deflection): S- Areq= A= Ireq 1= 0:04- IN - 0.05 IN = U1870 0.09 IN = U1012 966 LB 830 LB 1795 LB 0.52 IN 966 LB 830 LB 1796 LB 0.52 IN. 8.0 FT 0.0 FT 8.0 FT 1.60 360 . 240 60 PLF-- 45 LF..45 PLF 13 PLF 118 PLF 1451 .:L:B 11'98: : LB 4.0 FT 1350 :: PSI 93:23 :..,. IN4 .1.600000: P.SI. . 625 °.,. :PSI 1350'.-. PSI 85 PSI 6240: ° FT -LB 55.46 -'-!N:3'' 82.73. `IN3 3t68-- IN2- 52.25 ::_ ..1N2 . . 93:23 :..,. IN4 392:98 `` IN4-. Pin, vl1LIJ;nU 1Q !MS4� babscJ-MOA qL;c,!O AA . AJA'-*m&% 0 L I y„sJ va oaU YiCl - doibi-A asli-n-100 - M X T3 ri 8 x 01 a.� x vo a d, CmOil, -30 SO naqP, iolnoO :bzfjj bse"I trai qvij b6oJ WoT =A b--,oJ b890 Y J,: =AWT 21OW2N,moft:t3o.J ldk;4o8W-pn�) iT liloiq ritiqP, 9- ic, broJ evi i t -3,)- j b es lop, .lvxqs:; J irqquP, :b;re)l'qjoT* � yinc) mr,98) berups9i Mrylc-1 pnnzv2 3 qts(" r- s48 YlseS lo QoT-fiJvn9J Al:)maj jet-lp jsjpEio b9of-lonLI nFua i9ific.' 0 CA mr.aG to rnolln8,*P.pf%qj bnomdnU nee.",1ps)"' , GG _'101269 ficulGlUO bsoj ii N— :M1010 t,)aff-)CJ heoj s,,u 61luJi!O Jz)r3R5G bsoi lalloT I eisqF, iv., br oi rm.,YT;nU 9.10" tit t.)C-oj Jr! 0 ie W 1r M G :j -6 1-coi lil"OT .gj �)EoJ mioq I T:4 "If lo bnol'bl moi1) ncits)oj 1pq NIF f dalcj-lil arsajuo(l -rA -10.1 zoilloqn-iq 'bnoB o m 43, 1630 :vyOrlas,13 to ?uJubolv, Kill 0 a ca� z9yh,)ao)9 briulbA zio,'389 lnemjauA 324 aii J- N 00 t=bo :21ot-ul Jr-,MtZ0,)4t I ilsqp- lutflac)) S nsw to iloaqua ;dal mo,"t J-1 3 A nc • t* -,,,l ey:, t, ',,,sb fie pnnialdmw yd belsox) tnermum iF;oijj:) 19M,-0) S nscia 10 rOqque tfti JA elnsol evil Nis r4l--sof Z)tigb Ife Un!jlic#me3 yd b9ism 'Onemom) aulubow, nobS8 S�IAI 6 , I I fisiA ;-A 1,noil3altea) GmcirOn mermM Roof Beamf 97 Uniform Building Code (91 NDS)1 Ver: 5.07 By: Larry J Warner AIA, AEC Group on: 05-07-2003: 08:50:58 AM Project: ER275PA2 -Location: GDH-1 Summary: 5.25 IN -x tt25IN-x 18:5FT 12.0E Parallam-Trus Joist-MacMWW- Section Adequate By: 37.4% Controlling Factor. Moment of inertia/ Depth Required 10.12 In Deflections: Dead Load: DLD= 0.48 IN Live Load: LLD= 0.41 IN = U536 Total Load: TLD= 0.90 IN = U247 Reactions (Each End): Live Load: LL-Rxn= 1813 LB Dead Load: DL-Rxn= 2113 LB Total Load: TL-Rxn= 3926 LB Bearing Length Required (Beam only, Support capacity not checked). BL= 1.00 IN Beam Data: L= 18.5 FT Span: Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof RP= 9- :12 Live Load Deflect. Criteria: U 240' Total Load Deflect Criteria: U .180 Non -Snow Live Load: Roof Loaded Area: RLA= 259.0 SF Live Load Method: Method = One .. Roof Loading: Roof Live Load -Side One: LL1= 14:0 ..:PSF . Roof Dead. Load -Side -One: DLI= 12.0: PSF Tributary Width -Side One: TW1= LL2= 12.0' .:'FT- 14.0 -;.'PSF :'FT- Roof Live Load -Side Two: Roof Roof Dead Load -Side Two: DL2= 12.0 PSF Tributary Width -Side Two: ; TW2= 2.0 . FT Roof -Duration' Factor. Cd= 1.15 Beam Self -Weight: BSW= t$.. PLF Slope/Pitch Adjusted. -Lengths and Loads: Adjusted. Beam -Length: Ladi= wL= 18:5.:, 196: 8eaUniform Live Load: fi: Beam Uniform Dead Load: wD adj= —WT--. 228.!"- PLP . . Total. Uniform.. Load: _ 424.. PLF:. Properties•'For. 2.0E Parallam- Trus Joist-MacMillar} - Bending Stress: Fb= 2900': -.--:PSI Shear Stress Fv= 290 -PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fce-perp= 750 ...PSI Adjusted -Properties Fb' (Tension):. Fb'= 3359.: PSI Adjustment Factors: Cd=1.15 Cf=1.01 FV:. Fv = 334..' . -PSI. Adiustment Factors: Cd=1.15 Design Requirements:. `+ oment Controlling. Moment- 9.25 ft from left support 9.25 Critical moment created, by'combining all dead and live loads.. = Controlling Shear V= At support. Critical -shear. created by combining. all. dead and- five loads. Comparisons. With Required:Sections: Section Modulus (Moment): Sreq= 64:8T: '. IN3. S= 110.74.: ;;:IN3 ::... Area (Smear):' Areq= 17.66:: IN2 IN2. .Momentof"lnertra(Deflection.): Ireq= '453:44.:`: 1= 622:92 141 84 .0 'cr.t=b� :alcf0s� tnanliauih.A Ib " J pl! r0 n aJ Er�sr E!1 F,tra =P.S frteftloh1 nr.Illoitno� wi 00. t T9 2 8i Ti O C �t G 8..! 7t•j =-V b&° 9u gGCI a2 -� 7^ 9$q g2g Tg T1 ;Ur. •iJq =IJq 12y 189 12q 129 fag 12q 0.8cS Ono B2Cr' NEC W ti leV i (?QbI 1.0`, aboD p, ibfiOg mioluiU tt3 tmss8lf�0,q "•'A 0'2'0 80 :UOS-i'llZO ro quo13 33A AIF, ignis'Al L ynsJ :pA r -HOG irtoityt�o f SAq;r? 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(Nft =-V :1139da pnilloltrtc0 .1loggua ili .ebbai e.:: tris blob lls grinidmoo Yd bstsalo tsofiz ls3itil8 :Zn0i1092 belf ipaP IlJi�Y cafioahrgrfio3 £Vil SCG ,•r} =ri:,1<; '{inemoM) euluboM froWoR Ai y, :(issrl8) salA Susi ca 0c = Mrli �I Fi:t =.VVII (nOlt ltaa) sihoni to tnamoM ?trlt Sp.S<•�a .,i 11 Combination Roof and Floor Beam( 97 Uniform Building Code (91 NDS) ) Ver: 5.0 By: Larry -J- Warner AIA, AEC Group -on: 05-0.7.2003: 08.51:0.1. AM Proiect ER275PA2 - Location: HDR -1 V= Summary: 5.51N x 7.51N x 6.5 FT / #1. - Douglas Fir -Larch - Dry Use LB Section Adequate By: 4.3% Controlling Factor. Area /,Depth Required 7.19 In 36:47;:: Deflections: DLD= Dead Load: LLD= Live Load: TLD= Total Load: A= Reactions (Each Endj: LL-Rxn= Live Load: Dead Load: DL-Rxn= Total Load: Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn= BL= Beam Data: L= Span: Maximum Unbraced Span: Lu= Live Load Deflect Criteria: l./ U Total Load Deflect. Criteria: Non -Snow Live Load: RLA= Roof Loaded Area: Method = Live Load Method: Roof Loading: Roof Live Load -Side One: RLL1= Roof Dead Load -Side One: RDL1= Roof Tributary Width -Side One: RTW1= Roof Live Load -Side Two: Rte= RDL2= Roof Dead` Load -Side Two: RTW2= Roof Tributary Width -Side Two: Roof Duration Factor. Cd -roof= Floor Loading: FLL1= Floor Live Load -Side One: FDL1= Floor Dead Load -Side One: FTW1= Floor Tributary Width -Side One:. Floor Live Loa&Side Two: FLL2= Floor.Dead Load -Side Two: FDL2= Floor Tributary Width -Side Two: Fes= Floor Duration Factor. Cd -floor - Wall Load: WALL= Beam Loads: Roof Uniform Live Load: wL-roof= .Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= Floor Uniform Live Load. wL-floor Floor Uniform Dead Load: wD-floor- Beam Self Weight. SSW= Combined Uniform Live Load: wL__ Combined Uniform Dead Load: wD= Combined. Uniform Total Load. wT= .: Controlling Total Design Load: wT-cont= Properties For #'I- Douglas Fir -Larch 0:05 IN-- 0.07 IN = U1174 0.11 IN = U697 1664 LB 1138 LB 2802 LB 0.82 IN 6.5 FT 0.0 FT 360-- 240 78.0 SF One. 16:0 PSP 12.0 PSF 12.0 FT 16.0 PSF 12.0 PSF 0.4 FT 1.25- 40.0 PSF 10.0 PSF 8.0 FT.- 40:0 : ;PSF 10.0 PSF 0.0 .. FT 1.00, 80 PLF 192- PLF 180. :PLF 320 PLF• 80PLF 10:.:; PLF'.: 517 PLF 260. PLF .:862`PLF .862 PLF Bending. Stress: Fb= 1200 Shear Stress: Fv- .85 Modulus of Elasticity: E= 1600000 Stress Perpendicularto Grain: Fc Derp= 625 Adjusted Properties ' Fb' (Tension): Fb'= Adjustment Factors: Cd=T25 Cf=1.00 Fv':. FV= Adjustment Factors: Cd=1.25 Design Requirements:. Controlling. Moment 3:2-5 it from left support Critical moment created by combining all dead and live loads. Controlling Shear. . At support. Critical shear created by combining all dead and live loads. Comparisons With -Required. Sections: . . Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): 1540 PSI,.: PSI PSI PSI PSI 106 PS1 M= 4553 FT -LB V= 2802' LB Sreq= 36:47;:: '.IN3 , S= 5-1:56: ' IN3 Areq= 39.55. W2. A= 41:25 ..- IN2 Ireq= 66,57,:-'.1N4 i= 193.36: IN4 PllT bj!,: Tit.,'Inu 1? iltlll9Q io0fq bns tooF1 nniiBnt:im0,) Jilt , A!A- anisW !. ynsJ :V8 1-AOH :noiis.r�J - =Ay?`•SA3 `-^x79 azU 03 - dOls.i-tH RGIOUoO - t'�t 1 T9 d.8 x Vit d.� #: Column( 97 Uniform Building Code (91 NDS)1 Ver: 5.07 B I. in J Warner AIA AEC Group-om 05-Q7-2003: 0927.:53 AM V. ry Project ER275PA2 - Location: C -RB -1 Summary: 3.5 IN x 5.5 IN x 9 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 58.1% Vertical Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead -Loads - Column Self Weight Total Loads: Eccentricity (X -X A)is): Eccentricity (Y -Y A)ds): Axial Duration Factor: Column Data: Length: Maximum Unbraced Length (X -X A)is): Maximum Unbraced Length (Y -Y Axis): Column End Condition: Calculated- Properties: Column Section (X -X A)is): Column Section (Y -Y Axis): Area: Section Modulus (X -X Axis): Section Modulus (Y -Y Axis): Slenderness Ratio: Properties For #2- Douglas Fir -Larch Compressive Stress: Modulus of Elasticity: Bendin% Stress -(X X.Axis)- Bendinq:Stress (Y -Y Axis): Adjusted Properties: Fc`_ Adjustment Factors: Cd=1.00 C#1.10 Cp=0.32 Column Calculations (Controlling Case Only): Controlling LoactCase:-Axiai-Total-Load-Only-(L+ D1 Compressive Stress: Allowable Compressive Stress: Vett LL-Rxn= 1680 L- B- Vert-DL-Rxn= 2033 LB Vert-TL-Rxn= 3713 LB PL= 1680 LB PD= 1985 LB CSW- 48 LB PT= 3713 LB ex= 0.00 IN. ey= 0.00 IN Cd -Axial= 1.00 L= 9.0 FT Lx= 9.0 FT LV__ 9.0 FT Ke= 1.0 dx= 5.50 IN' dy= 3.50 IN A= 19.25. IN2 Sx= 17.65 IN3 SV__ 11.23 I143 L-ex/dx= 19.64 Ley/dy= 30.9 Fc= 1300 PSI E= 1600000 PSI Fbx= 875 PSI Fby= 875 PSI' Fc'= 460 PSI fc= 193 PSI Fc'= 460 PSI '. I""' i f?)c P boD -fwvmzal:nU ;o inr*ulaJ nor q:ir;iJ :)3A . AIA ierr,LW (+in_) VF t-EM-J til—" ec'(000 - 9.4% r:l e x d.°t 8$ :ya etnuvgbA nf),t^32 .{JJ ' f_ e. {' �t�xyt-.L J � t`:filjtll�g I6-1t �9v Fj Im A ej Ftt;r . r- If1pleN1102 nm:. vi L�i ^1i.tt _ •'9 i:�`i(if)J l.,JoT �t � ff .t .`G� �'•/.. ylloitlrif:�o? �i , • •.. �,.� .talXA Y- 6000 i 1 no f6%:0 ltikyAt T i r i a •(91KAA X- 'I dlt)n$J b3js-dnl' milmi`(6kl _ `"A (E;XA Y-i rlJgrsJ bricJnU morn xelti ne.rbnoJ bni nmukj:) lex, fB,XA X-X) noitaa, nmuloo ;et; A Y-Y I �ioi`�a3 r moil '1 2 rrtxEt X-X) 2utubohS i �rt� G {ErxA Y.-Yl zulubov,of"2 n -„ann�, 1y8.1 2aenrsbne 3 ,9-try -o q 12q ,, h ^r .., ?2�iJ2 9vi2za�G^•i!j,�, ab(A X-X) 2?9.12 pnibnbE3 ,'aixA Y-i j 23;9aP, t;^ttr,e33 t.. UJ tir '=P i� oo -bJ )Zi:z,or�a Jnsirru.Y� WrO aersO prilloitnoO, aneiitswol,r,'7 nrn :,off 'E:!q rt•:" 3tso� '��.cT isixA e,:s3 bt,o • ..illtiitnn� C� "l ee�rt2 gvizzy;amc;� . Column( 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By-.- L-arry-J-Wamer-AJA, AEC -Group -on: 05-07-2003: 09:28:13 AM Proiect: ER275PA2 - Location: C -RB -2 . Summary: 3.5 IN x 5.5 IN x 9 FT / #2 - Douglas Fr -Larch - Dry Use Section Adequate By. 71.6% Vertical Reactions: Live. Verf-LL-Rxn= 1216 LB' Dead: Vert-DL-Rxn= 1304 LB Total: Vert-TL-Rxn= 2520 LB Axial Loads: Live Loads: PL= 1216 LB Dead. Loads: PD= 1256 LB.. Column Self Weight•. CSW__ 48 LB Total Loads: PT= 2520 LB Eccentricity (X X Axisy ex= 0.00 IN Eccentricity (Y -Y Axis): eV__ 0.00 IN Axial Duration Factor. Cd-A)ial= 1.00 Column Data: Length: L= 9.0 FT Maximum Unbraced Length (X -X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y -Y Axis): LV-_ 9.0 FT . Column End Condition: Ke= 1.0 Calculated. Properties:. Column Section (X -X Axis): dx= 5.50 IN Column Section (Y -Y Axis): dv= 3.50 IN Area: A= 19.25 - IN2 Section Modulus (X X Axis}: SX__ 17.65 IN3 Section Modulus (Y -Y Axis): Sy= 11.23. IN3 Slenderness Ratio: L-exhbc= 19.64 Ley/dy= 30.9 Properties For. #2-. Douglas Fir -Larch Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000.. PSI.. Bending Stress (X -X Axis): Fbx= 875.. PSI Bending Stress (Y -Y Axis): Fby= 875. .- `PSI Adjusted Properties: Fc': Fc'= 46.0 -'-':"PSI Adjustment Factors: Cd=1.00 Cf --I,.10 Cp=0.32 Column Calculations (Controlling Case Only): Controlling Load -Case: Axial Total Load Only (L + D} Compressive Stress: fc= 131 PSI Allowable Compressive Stress: Fc'= 460 PSI du ,SG �,.,;� �J�. , ,1IA �sms.'V E, �7 r.::Ya rtM. M.r seG yiG T9 L x A 8.a ,c A aX dP3.CC y8 elsup-3bA rioi3lae2 �tollo�4sl ls��retr 6-j OS2S =oxs; !' i f, i :OoT zbsoJ lsixA 6J ^,Sf 2b94�?vi ej I.",r =� lc_ ebso.J br.3G C5 1 84 =' ,31:' lrigi�v� 1,'s? tirnu:o , SJ(l, = .T9 .tbscj leloT 411 61C (ar<A X -A) Yliownso :3 ,C :(z,)(A Y -Y) v;tastlneo.)a 00 noifsm(l lsixA .c.•sCJ nrrsulo Vi " Q, =x_' .(al: -(A X -Y) rUpnsJ b,:,r;ldnu (nUkxs%- T fi ,r' :(� Y -`r') rllgnsJ boosidnU murrtufr', G ,;I, �to:libno� bn7 vmu,oJ •zpita�Go�9 #:�toisrotsi �1 l)Y taix!% .A -X) fmilze2 ntnulQ:-j V:: 06 aaix/1 `f -Y) no12re2 nrnu'oJ Ei c4l i i =,:; (eixA X -XI atlfubo%M noBoo& CL 4 E-.. =..r (e]xA Y -Y) auluboM noib98 =a C, G£ zslpuOCG -r,"'-10:1 egitloqo,.q 13C �' t' `J'' :aZetp, evizas"t;nloo �U %E�:�0Oilt t Yliollaitl3 to aUlULOU1 f e;YA X -X.) ()nibnsS ►�y ':ie --vct- '(?xAY-Y)eaeu2 jnlbn=,8 :, tif'sgaTq tWe-slibA l2�i (1811, ^� 0-'qD 0r I=lO00.t=bD :alotosq loornaau,bq :(Y)nO szsa gnllloilnoG) anos3F:.so463 nr1ul;,J Q 1 J; �inO bsoJ ie%7 lsixA .9eeD br3oJ pniitolln.,:, sGq If : -�' 'aaalla ev:zeelcmo,.") 12 I 0;',N ;, i Zt9`icz. evianigiiio3 sidswrilA Column( 97 Uniform Building Code (91 NDS)1 Ver. 5.07 By:-Larry-J Warner AIA, AEC Group on: 05-07-2003.: 09:28:31. AM Project: ER275PA2 - Location: C-RB-2/2 Summary: 3.51N x 5.5 IN x 9 FT 1 #2 - Douglas Fir-Larch - Dry Use Section Adequate By: 43.60A Vertical-Reactions'- Vert-LL-Rxn= 2432 LB Live: Dead: Vert-DL-Rxn= 2562 LB Total: Vert-TL-Rxn= 4994 LB Axial Loads: PL= 2432 LB Live Loads: PD= 2514 LB. Dead-Loads: Column Self Weight: CSW= PT= 48 4994 LB LB Total Loads: Eccentricity (X-X Axis): ex= 0.00 0.00 IN IN Eccentricity (Y-Y Axis): eY= Cd-Axial= 1.00 Axial Duration Factor. Column Data: L= 9.0 FT Length: Maximum Unbraced. Length (X X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 9.0 1.0 FT Column End Condition: Ke= Calculated Properties: dx= 5.50 IN' Column Section (X X Axis): dY= 3.50 IN Column Section (Y-Y Axis): A= 19.25. IN2 Area: Section Modulus (X X Axis): SX-_ SY= 17.65 11:23 Section Modulus (YY Axis): Lexldc= 19:64:.:.;..: Slenderness Ratio: Leyldy= 30.9:: Properties For. #2-' Douglas Fir-Larch Fc= 1300 `.PSI Compressive Stress: E= 1600000 PSi Modulus of Elasticity: Bending Stress (X X Axisk Fbx= 875 PSI Bending Stress (Y-Y Axis): Fbp 875 PS1- Adjusted Properties: Fd= 460. .PSI Fd Adjustment Factors: Cd=1.00 Cf='1.10 Cp=0.32 Column Calculations (Controlling Case Only): Controlling Loan Case: Axial Totat Load Only (L + D)- compressive Stress, fc= 259 Allowable Compressive Stress: Fc'= 460 -PSI U Column[ 97 Uniform Building Code (91 NDS) ) Ver: 5.07 By: Larry J-Warner AIA , AEC. Group. on:. 05-07-2003 :' 09:18:14 AM Proiect ER275PA2 - Location: C-BM-115 Summary: 3.5 W x 3.5 IN x 10 FT/#2 -Douglas Fir-Larch- Dry Use Section Adequate By. 65.4% Vertical Reactions:. Vert LL-Rxn= 3780- LB- Live: Vert-DL-Rxn= 2562 LB Dead: Vert-TL-Rxn= 6342 LB Total: Axial Loads: PL= 3780 • LB Live Loads: PD= 2528 LB ' Dead Loads: - CSW= 34 LB Column Self Weight: PT= 6342 LB Total Loads:qr Eccentricity (X X Axis)- 0.00 0.00 IN IN Eccentricity(Y-Y Axis): eV- Cd-Axial, 1.00 Axial Duration Factor: Column Data: L= 10.0 FT Length: Maximum Unbraced Length (X X Axis): Lx= 0.0 0:0 FT FT Maximum Unbraced Length (Y-Y Axis): Ly- Ke= 1.0 Column End Condition: Calculated Properties: dx= 3:50 IN- Column Section (X-X Axis): dy= 3.50 IN Column Section (Y-Y Axis): A= 12.25 IN2 Area: Section Modulus (X-X Axis): Sx= SV-- 7.15 7.15 IN3 IN3 Section Modulus (Y-Y Axis): Lam- 0.00 Slenderness Ratio: ' LeyJdy= 0.0 Properties For: #2- Douglas Fir-Larch Fc-- 1300 PSI. Compressive Stress: E= 1600000 PSI Modulus of Elasticity: Bendin4 Stress (Y, X Axis): Fbx= 875 PSI . Bendinq Stress (Y-Y Axis): Fby= 875 -PSI Adjusted Properties: Fc'= 1495 : PSI Fc': Adiustment Factors: Cd--1.00 Cf--1.15 Column Calculations (Controlling Case Only): Controlling Load• Case:- Axial Total-Load- Only (L + D)- Compressive Stress: fc= Fc'= 518 1495 PSI PSI Allowable Compressive Stress: U 4 Pr,,�!j-J-2r:t�c?ln(11L'0:3 rV) AfA rmsW i Ya -Me-0 :POUSOO� - %--mue `,eL yIn dja16j-jjq asjpuOO S,# k.Tm, Or x !4j a C 4 lit L 0� ;L CIL '1,30 ,!S4 - -.1 0C 8-1 'J bE.00 aj UH ebEoJ 1w%,7 011 (MA X-A) 'feixA Y - Y) vt;s, ipc lohr7 ;10!'n%..O lh,),A Elf, r", din. ft;XA X-)' ) 01pne ' b6,)sij!� ;y%trrjxL,74 Y-Y) f1tcaj-1 bewinIJ =Y c 21 .,A X X j rvq:'qa 'MU103 (aIxA Y-Y) �ZiXA X-yo :. Y-Y) aulubuM r,odc i? 50,:txA OjJS5R pago'etmip- wHoNsO to vituba., (2!xA X-YI z-a9j4 (e,xA Y-Y) e?.--ma t. laq ilp¢, t :e,-0iiqqojq teiputbA --13 00 t =b:) .?jObrj,:j In3rnjp4j!b4 '01n<7 ae.cO prollaftc,Y, pnOjjErjg?qs,) qM11103 1) D beaJ [WoT %;;,A epso b6oj pr, t!,. ar- I Column( 97 Uniform Building Code (91 NDS) ) Ver 5.07 BV- Lary. J -Warner Alk, AEG Group on.. 05.-07.-2003 -_ 09.17:.08. AM Project ER275PA2 - Location: C -BM -4 Summary: ( 2 )1.5 IN x 3.5 IN x 10.0 FT / Stud - Douglas Fir -Larch - Dry Use Section Adequate By: 22.2% * Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3..3.1 Vertical Reactions: Live: Vert-LL-Rxn= 1685 LB Dead: Vert-DL-Rxn= 927 LB Total: Vert-TL-Rxn= 2612 LB Axial Loads: live loads PL= 1685 LB Dead Loads: PD= 898 LB Column Self Weight CSW__ 29 LB Total Loads: PT= 2612 LB Eccentricity (X -X A)is): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axiat Duration Factor. Cd -Axial= 1:00: Column Data: L= 10.0 FT Length: Maximum Unbraoed Length (X X Axis): Lx= 10:0 FT Maximum Unbraced Length (Y -Y A)is): Lv= 0.0 FT Column. End Condition:_ Ke-- 1.0 Calculated Properties: Column Section (X -X Axis): dx= 3.50 IN Column Section (Y -Y Axis): dy= 3.00.:..:IN Area: A= 10.50. .::. ' JN2 : Section Modulus (X -X Axis): Sx= 6::13' ::::.;IN3 Section Modulus (Y -Y A)is): S 2:63;:: : W3 Slenderness Ratio: Lex/dx= Ley/dy= 0.0: Properties. Fora Stud- Douglas Fir -Larch Compressive Stress: Fc= 825. PSI Modulus of.ElasticitV: E= 1400000. PSI Bending Stress (X -X Axis): Fbx= 675 PS)- `Bendiriq Stress. (Y -Y Axis): Fby= 675 ., . PSI Adjusted Properties: Fc': Fc'= Adjustment Factors: Cd=1.00 Cf --1.05 Cp=0.37 Column: Calculations (Controlling- Case Only): Controllinq.-Load Case: Axial Total Load Only (L + D) r' . 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J) YinO bsoJ WoT isczA -9asO bso.1 pniflounoJ :2E9713 gvizzST (roa -2a5-st2 6%i2ao1gmo3 s#dswollA Columnf 97 Uniform Building Code (91 NDS)1 Ver: 5.07 By, Larry- J-WamerAtA, AEC -Group -on: 05=0-7-2003:.09:1.9:.00 AM Project ER275PA2 - Location: C -BM -6L Summary: 1.5 IN x 3.5 IN x 10 FT / Stud - Douglas Fir -Larch - Dry Use, Section Adequate By: 34.1% Vertical -Reactions:. Vert-LL-Rxn= 814 LB - Live: Dead: Vert-DL-Rxn= 293 LB Total: Vert-TL-Rxn= 1107 LB Axial Loads: PL= 814 LB Live Loads: PD= 278 LB Dead -Loads: CSW__ 15 LB Column Self Weight: PT=. 1107 LB Total Loads: Eccentricity (X -X Axis): ex= 0.00 0.00 IN IN. Eccentricity (Y -Y Axis): �- Cd -Axial= 1.00 Axial Duration Factor: Column Data: L= 10.0 FT Length: Maximum Unbreced Length. (X X Axis): Lx= LV__ 10.0 0.0 FT FT Maximum Unbraced Length (Y -Y Axis): Ke= 1.0 Column End Condition: . Calcutated Properties: Column Section (X -X Axis): dx== 1. 150 50 IN Column Section (Y -Y A)is): dy A= 5.25 : . IN2 . Area: Section Modulus (X -X A)is): Sx= SV__ 3.31. -. 1.3'1 IN3 IN3 Section Modulus (Y -Y A)is): Lex/dy .. 34.29. Slenderness Ratio: Ley/dy= 0.0: Properties For Stud- Douglas Fir -Larch Fc-- 825: PSI Compressive Stress: E_. 1400000.,._; P8I... Modulus. of Elasticity: Bending- Stress-(XX.Axis)- Fbx= 75 :..-.PSI -67 ' Bending Stress (Y -Y Axis): Fiiy= .:.: : 675. Adjusted Properties: Fc'= :320::: Fc': Adjustment Factors:. Cd --1;00 Cf=1.05. Cp=0.37 Column Caiculations;(Controlling Case Only): Controlling Load- Case- Podal-TotatLoad, Only- (L+D} Compressive Stress: fc= 211. PSI Allowable Compressive Stress: Fc'= .320 ..::PSI . 3bo;) p,1,L% P mnobrw' reg ;nmajo ) AIA •gin iclV, L y1m.1 'y'$ 134,18-7 notSt;aoJ - SAS' ,S'� !ost01; ��L t>< rforu_i- l-; ztltputtp - bu32 \ TI o, x Mi Z.£ x v" ,, r'^a-Ts�,.,a OV .PC 7Y3 31t ijfsbA not*a92 P i� - fin't .).1-t qj 6% J ,{ r.,• r abzLj,Lc!ni All y ; AMA X /,t y3io�T!ns ,�� z2 ` A•r, } .(2ixA Y -Yl V' o, mt^ .,)o3 1o3�4'i ;T4:'G'Ut7 IFi1't�i T _, r•. (vrzA X -Xy OtArfgJ br.,r'mjr•.J a (tvol Y -Y) dtpnaJ ia�3061dr*_ tr .:r ,xr,"fl 'nogibno,') bill or!w: Ut :: , - •Zt3th Rei'•`• t�1u1t.:�irJ 'f�• 1 � h 1 �('f"IY./'� X -X) rrv�'. Jl:n(Yitii�� :(a!A Y - f► r :,aoa? :Tmi.to0 air, t 'Gil IA gt tUNA Y -Y) 0ijbOM noitzi2 :otiss; a���roUnv,� •?.2873: BV:22 llgmoJ .{ 0dasl3 to ?!flub -A4 +� (a1xA X -X1 ea9112 anibr 38 V (OWN �-Y) 2,2°tt2 � nib'A 124 OS`' 29 ,�Qq�?lel bv� �t!�ttA. CF i►-q� dC �=t� i)� ' b�..a7ofoo� Sasm'aulbr"; 'tY)n 8;.t3�niHa73no�i anetSsltSr tai nrt ; J, vir:i usoJ I:,'3' Isiz� .s2t;� b,,e-j Rnt!67,t�.c. '� c20112 Jv,22q1t1W,) J . JGwL-VA Column( 97 Uniform Building Code (91 NDS) ) Ver: 5.07 By.: Larry J. Warner AIA, AEG Group on:. 05-07-20.03 L 09:20:1.0. AM, Project ER275PA2 - Location: C -BM -6M IN Summary: IN2 5.5 IN x 5.5 IN x 10 FT / #2 - Douglas Fir -Larch - Dry. Use IN3 Section Adequate By. 3.4% ::IN3 Vertical Reactions: Lire: Vert -LL Rxn= Dead: Vert-DL-Rxn= Total: Vert-TL-Rxn= Axial Loads.: PSI. Live Loads: PL= Dead Loads:. PD= Column Self Weight CSW= Total Loads: PT= EccentrlciN (X -X Axis): ex - Eccentricity (Y -Y Axis): ev= Axial Duration Factor. Cd -Axial= Column Data: Length: L= Maximum Unbraced Length (X X A)as): LX__ Maximum Unbraced Length (Y -Y Axis): Ly=' Column End Condition: Ke= Calculated Properties: Column Section (X -X Axis): dX= Column Section (Y -Y Axis): dy= Area: A-- =Section SectionModulus (X -X Axis): Sx= Section :Modulus (Y -Y Axis): Sy= Slendwness Ratio. Lex/dx= Properties For. #2= Douqlas Fir -Larch Compressive Stress: Modulus of Elasticity: Bending Stress (X X Axis): Bending Stress (Y -Y Axis): Adjusted :Properties: Fe. Adjustment Factors: Cd=1.00 Cp=0.84 Column. Calculations (Controlling. Case Only): Controlling Load Case: Axial. Total. Load Only. (L + D.). Compressive. Stress: Allowable Compressive. Stress: Ley/dy= Fc= E_ Fbx= Fby= Fc'= fc= Fc'= 7397 LB - 4269 LB 11666 LB 7397 LB 4185 LB 84 LB 11666 , LB 0.00 IN, 0.00 IN 1.00 10.0 FT 10.0 FT 10.0 FT 1.0 .5 W- IN' 5.50 IN 30.25 IN2 27.73: IN3 27.73 ::IN3 21:8 ....475' PSI '. { 1300000 PSI 700 PSI. 700' :PSI 399 .:: PSI ,en it"'. rnbfio' irmAnu Te jimu)oi .no ,iumr ) ')ak , AIA isnisW i, yne + Y8 eeu .,10- - celppoJ - !'A 1 T i Ot x'HI Z a x 0) a2 -XIVC v.S atnup:)bA noiio� anc'ilouefi tsoi€ieV h.-, . is;u i '2b6o-j IsixA ebaos -)vi! :e'ta t ba9(3 ,nuc Y abso f Isco T lni nO.^: =:rg UIxA Y -'X i vtOf i;na3o? :{e,xq'Y_Y) Ylioolnflo;)3 t >i'„•L'a ►o1�r1 noilmu9 IsixA I I /n'•� 0. 4 .sisO' wnuloD T:4 .v O.Ot x_ :(AA A -X) 11pnei b9ostArl) milmiuM T1 Q i'! {4XA'i-Y} ,•tipneJ bsotsibnil murnixs44 0 ' nothbnoO wG .irnwoo esdicaol9 bs:sivalsJ (Rb A X -X) rioaz)Q2 maul l' irr.i'• .� (alxA Y -Y) no ,x;32 nryivo 1911 ` evil 7 %R :ti,4 ;(a;xA Y -Y) 2rsluf okl noifoo8 `'R r f =V :ix&J :ohn 2zom3b I2 n.� fi:JlF.t-ti9 d£IpI/UQ -� •iO'� 2� I*'�(Ip'.9 t2'1 c a :n5118 evleelrgmco 129 �^ :v3i3Ifa6l.] 3o zuiubchl �Gv =k. 3 .(aixA Y -X) a-;eii8 D<<ibn�+r i x ci0 (aWk Y -Y) �•; ; pr`bn36 ^� 08-0 =00 OO ?"ba :21ot3sl WmQ uasO pnilioiino:?; 2noitsluolroO nmulo.) !Q + J) X00 tsoj IsP)T IssxA :fjasO bsvj,vnW! rj=`; 129 386-:,i� � 2iuJ7i? 9ViL��.ylgt�ir„' t2q e29i12 3vi2asigr-o:) ski iW.JIiA Column( 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By:. Larry J-WamerAlA , AEC. Group on: 05-07-2003.:.09:20:5.7. AM Project ER275PA2 - Location: C -BM -6R Summary. 1.5 IN x 5.51N x 10 FT / Stud - Douglas Fir -Larch - Dry Use Section Adequate By. 21.3% Vertical Reactions: Live: Vert-LL4bm= 2407 LB Dead: Vert-DL-Rxn= 1414 LB Total: Vert-TL-Rxn= 3821 LB Axial Loads: Live Loads: PL= 2407 LB Dead -Loads: PD= 1391 LB Column Self Weight CSW= 23 LB Total Loads: PT= 3821 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ey= 0.00 IN Axial Duration. Factor. Cd -Axial= 1.00 Column Data: Length: L= 10.0 FT ' Maximum Unbraced Length (X -X Axis): Lx= 10.0 FT Maximum Unbraced Length (Y -Y Axis):. LV= 0-0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dx= 5.50 IN" Column Section (Y Y Axis): dy= 1.50 Area: A= 8.25 _.1N2 ... Section Modulus (X X Axis): Sx= 7.56.IN3 Section Modulus (Y -Y Axis): SV= Z06 1N3 Slenderness Ratio: LOwdx= 21,W Ley/dy= 0.0 Properties For. Stud- Douglas Fir -Larch Compressive Stress: Fc--- 825. PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X -X Axis): Fbx= 675 Bending Stress (Y -Y Axis): Fby= 675. , PSf Adjusted Properties: Fc': Fc'= Adjustment Factors: Cd --1.00 Cp=0.71 Column Calculations (Controlling Case Only): Controlling toad -Case: Axlaf Totat Loa&Only (L D) - :.Compressive Stress: fc= 463 PSI Allowable Compressive Stress: Fc'= 589 PSI r tek ('$C.A NI) miullint1 to 7nmuloi r �''!, f• c, " 3.A , AIA -icmzsW 4 itis_ VS A8 FA8-a .notls�o_t - S�A�i&t;513 •3ootn-t9 'Yttrr:^'tu2 s2u VC - g')IS i -r,3 aslguoO - but?i VR Ot x wl d.d x VII c r 0e. f 9 'r(8 atsupabA. noUi )9? z.rx:fi-l.i-her v aroiiass;i IsoilieV :sv:J 'istoT eb(303 6saJ _3rigiodtr 1198 nmult-.) 8J E =T'+ :bso t isic rCJ ' (atxA X -n,) YfishJm=R Jt� G ; _ .��j WXA Y -Y) Yiiawr8:,0.-I 7ofoa3 nottsluCl lsIXA • - i i 13 0 0 0 0° _?� titn�+J .(?ixA X -X) ritpnsJ boosidnU munksm T ? 0 :y, laiYA Y -Y) rifp(W Ma tsidaU mumixsM (' r A molhbricO baa nPmU"+oO 'anlill wiQ ntsiu)ff O ,atxA X -X) nolfos, ntrtulc VII r_i v ;2ixA Y-Yj ttoito92 rrnt??off CHI ell ;s3iA (a(xA X -X) zi:iubcM notf:;,e (aixA Y -Y) aoiabokl ;101103e c L c �tc3J udsR azontsbn-,,�8 C =-�, atYv., IP dl _�; 11316J-11:111316J-11:1abiruo(7 -burr, e�inggo:4 IC ��c, ON, 11 -"i :amtt?.sv;aa:.,:grop3 yfioi:231910 zulubcw, t Iz;xA Y. Xi ,a9dr pnit>rv,�8 :(g) -A Y -Y) 2a•,11E pnibnoS :aatt a�9 bst2;t{t>A is O=q0 00 ?•=bO ztotobl inorsnteuit>A :(Y?nO s� pmlloifnoo) aaoitshr7ls3 .jjTivio:) +C: + J) yl -,10 hao_! inioT IstxA vs." bmoi nnilio'ttno", .420tt2 fiviaastgn,o:D Wd oilA Column( 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By: L- arty .t Warner AIA, AEC Group ori: 05-07-2003: 09:24:24, AM. Project: ER275PA2 - Location: GBM -8 Summary: 1.5 IN x 5.5 IN x 10 FT / Stud - Douglas Fir -Larch - Dry Use Section Adequate By. 62.6% VerticaLReactions: Live: Vert;LL-bcn= 966 LB - Dead: Vert-DL-Rxn= 853 LB Total: VertTL-Rxn= 1819 LB Axial Loads: Live Loads: PL= 966 LB Dead Loads: PD= CSW= 830 23 LB LB Column Self Weight: PT= 1819 LB Total Loads: Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= Cd -Axial= 0.00 4.00 IN Axial Duration Factor. Column Data: L= 10.0 FT Length: Maximum Unbraced Length (X -X Axis): Lx= 10.0 FT Maximum Unbraced Length (Y -Y Axis): LV__ 0.0 FT Column -End Condition: Ke= 1.0 Calculated Properties: Column Section (X X Axis): dx= 5.50 IN Column Section (Y -Y A)is): dv= A= 1.50 8.25 IN 1N2. Area: Section Modulus (X -X Axis): SX-- 7.56 IN3 Section Modulus (Y=Y Axis): SV --2.06 IN3 Siendeiness-Ratio: Lex/dx= 29:82:: Ley/dy= 0.0 Properties For Stud- Douglas Fir -Larch Fc= 825 Compressive -Stress: E= 1400000 Modulus of Elasticity: Bending-Stress.(X X Axis.) , Fbx= 675 PSI Bending Stress (Y -Y Axis): Fby= 675 PSt Adjusted Properties: Fc'= 589 PSI. Fd: Adjustment Factors: Cd --1.00 Cp--0.71 Column Calculations (Controlling Case Only): Controlling toad Case:- Axial Total- Load-Onty (L +. D) - Compressive Stress: fc= Fc'= 220 589 .PSI . ::. PS! Allowable Compressive Stress: 4 n C' c .tst; ' aaoO (gym l,eo" cnoiInU S mmulo3 AIA ign;bW L Vic,) :vim 3-Mie-0 :noftooJ y.srrrr)uF. ea+� V,G - dola.i-i)=i astpuoc - w1c, % i--I of x.141 2.2 x 4t1 i r 4\18.0 :y8 elsupabA noitaa2 81 jj b 99110VIR1rT % r f1v cy <i = 1'i -beo t 16rxA, wbBoJ 6Ylj [ty Or✓8 ``,�^ 171 �'$P { lrtpi9t'Jitj� �,nt�io,) tett :�', =x. 2rat,o: IP,kiT (aiYA X-;;t al�oitfttsol 3 (aiY_A Y-'t+ 11 �+1lrtfs::o3 - 5`8ri -Iry W) ��? r' ` _'�! :ftixA -.Yl rifinflJ b�sldrr:-+ r:ci:mtxefA :(aixA Y-Y) dtnnoj baouldnU-urlixem 'noillbrioO biG antulo3 Y�l Lott hp-.ASD (ZtxA. X-X) flAoei, llmlAo.J (eixA Y-Y) noitj°,? ;;mulo:) i�xA A-X) e.quucjA9P. :(eixA Y-Y) ?ulut.0N, no:1392 f• _ =1G y�.a t?q : G.: )OPr aa--1c' 9v1d23,dm" 'a •�{ r(Z YC, y Vfi.7tf3ela to c7duboM IS 'i : ", -j :(aixA X-X) >zs11c anibr98 :� Y (ar/A Y-Y) r,:iibrt,-iG 12? a:)z:!sgo,9 bw-u;bA J� IT o=q3 00 t=hO .-"01300 lnernlaulbh (vl[,.o Oaso nrnwcoo 1119 63S :: t \inG bso.] lt;;u'r lsfxA czG3 bsoJ �riSlU9rna:. E3i't.' 91^12CJ1gRN:r� 82012, s'Aaav-gma3 aldsWoNA Column[ 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By: Larry J Warner AIA-, AEC Group on: 05-G7-2003,:,09:1.6:35 AM Project: ER275PA2 - Location: GBM-7 Summary: 3.5 IN x 3.5 IN x 10 FT i #2 - Douglas Fir-Larch - Dry Use Section Adequate By: 12.9% Vertical Reactions: Live: Vert-LL-Rxn= 2889 LB Dead: Vert-DL-Rxn= 1199 LB Total: Vert TL-Rxn= 4079 LB Axial Loads: Live Loads: PL= 2880 LB Dead-Loads: PD= CSW= 1165 34 LB LB Column Self Weight: PT= 4079 LB Total Loads: Eccentricity (X-X A)ds): ex= 0.00 IN Eccentricity (Y Y A)is): ev= Cd-Axial 0.00 1.00 IN Axial Duration Factor. Column Data: L= 10.0 FT Length: Maximum Unbraced Length (X X A)ds): Lx= 10.0 FT Maximum Unbraced Length (Y-Y A)dsy Ly= 0.0 FT Column End Condition: Ke= 1.0. Calculated- properties: Column Section. (X-X Axis): dx= Column Section (Y-Y A)is): dy= 3.50 :IN Area: A= 12.25 -.: IN2. Section Modulus (X X A)is): Sx= 7.15 .- -:IN3 . . Section Modulus (Y-Y Axis): Sv= . 7.15, .: IN3 Slenderness Ratio. LexJdx= 3.4.29 . Leyldy= 0:0; Properties For. #2- Douglas Fir-Larch Fo- 1300 Compressive Stress: Modulus of Elasticity: E= ...PSI 1600000 :..PSI B.endinq Stress (X-X A)is): Fbx= 875 P$I Bending Stress (Y-Y A)ds): Fby= 875 _; ;.PS1- Adjusted Properties: Fc'= 382.::::: ' PSI Adigstrrient Factors: Cd=1.00 Cf--1.15 Cp=0.26 Column Cal(cilations (Controlling Case Only): Conteoilirm Load-Case: Axial Total Load-Only (L + D) Compressive Stress: fo= 333. PSI Allowable. Compressive Stress: Fc'= 382 PSI r1JYcJ-lA -BIQLOCI E;`t; 1u 1 _n'n:. irlq 'za11 wlze ,?Gn- .Y1i3p513 to pAlt�%/f (aixA X -X1 &29Y15 ; •r,bngA ,!AA Y Y, 2e�.w? a_ c, E aDftf. J'au(bA Q -a0 d+ r 1 (p' �:� saFs� �niilo�lnG: 1 ;rt�fisltlolt;J n, IuinJ ce"W8 9'r aai'Cr, O -Y ' :'�I;v 9Vi2�9't�fTSC.) 9'3G:.?lin ;'.:;; t"",�? . alt ;•1-:"` r'• ,; ,�� ` '� a!A 3rtlsl f l •,,tics 'YS ' q o1 x11 Ll 4 "r G. 00 St Y8 91bu -.,bA noo6e, :2E•o!SJ83r� i�othe4 2 �6L�.1 ibl" C1 =4s�J ear, .l )Fs" (zixA X -X) vlun+nom .�3 (aixA Y Y1 Yi+��1rnr3a�7 . 1 , ; .1013E atDU �Trr„,fy 7 (zrxA X -X) 61pne.a b��F ,dfid ^tLmjlY-,.'A ' (.?(xA Y -Y) rugal -J bouldn! f in► .rih*pry, noiVbno,') v+?♦; rm1u'ot,1 4 r� .c'`�+j •S7gU�Ci I:v]fi1 V'i�fiJ 2Jtf/�. x X, ht.f '£' i17!1JIrT:� :,XA Y r rl Q -A &:, A jlxA X -.x , j ., i. U.;;J 11014,er) ` ',XA Y -Y) ea!ubo.,4 nod-zi?, "'' '011BS'i P,25fi1E�l.Yfw •' r1JYcJ-lA -BIQLOCI E;`t; 1u 1 _n'n:. irlq 'za11 wlze ,?Gn- .Y1i3p513 to pAlt�%/f (aixA X -X1 &29Y15 ; •r,bngA ,!AA Y Y, 2e�.w? a_ c, E aDftf. J'au(bA Q -a0 d+ r 1 (p' �:� saFs� �niilo�lnG: 1 ;rt�fisltlolt;J n, IuinJ ce"W8 9'r aai'Cr, O -Y ' :'�I;v 9Vi2�9't�fTSC.) 9'3G:.?lin Column( 97 Uniform Building Code (91 NDS)1 Ver. 5.07 By: Larry J Warner- AIA. , AEC. Group. on:. 05-0.7-2003.:_ 09;29:.50 AM. Project: ER275PA2 - Location: C-GDH-1 Summary: ( 2 )1..5 IN x 3.5 IN x 8.0 FT / Stud - Douglas Fir -Larch - Dry Use Section Adequate By: 17.60A * Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Vertical* React ons: Live: Vert-LL-Rxn= 1813 LB Dead: Vert-DL-Rxn= 2136 LB Total: Vert=TL-Poon= 3949 LB Axial, Loads: Live -Loads: PL= 1813 LB Dead Loads: PD= 2113 LB Column Self Weight: CSW= 23 LB Total Loads: PT= 3949 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axial -Duration Factor. Cd -Axial= 1:00 Column Data: Length: L= 8.0 FT. ' Maximum Unbraced Length (X X Axis): Lx= 8.0 ::FT Maximum Unbraced Length (Y -Y Axis): LV__ 0.0 FT Column. End. Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dx= 3.50 IN Column Section (Y -Y Axis): dy= 3.00 IN Area: A= 10.50 IN2 Section Modulus (X -X Axis): SX-_ 6.13 - .IN3 ctiorr Mulus-('Y-Y Axis): Se� S� 2.63- . :. IN3' .. -Slenderness Ratio: Lex(dx= 27..4.3,;::.: Ley/dy= 00 PropertiesfOr.;Stud- Douglas Fir -Larch Compressive Stress: Fc= 825. : PSI . Modulus of Elasticitv:. E= 1400000:::. PSI. Bendinq Stress (X X.A)ls): Fbx= t'75...::PSI- Bending Stress (Y -Y Axis): Fby= 675: . PSI. Adjusted --Properties; Fc': Fc'= 457 :PSI Adjustnient.Factors:.Cd=1.00 Cf --1.05 Cp=0.53 Column Calculations (ControlNng Case Only): CorrtroLlinst Load Case: Axial Total Load Only (L + D) Conipiessive Stress: fc= Alloweble-Compressive Stress: Fc'= tt?i'i ,yri 141 t (ncQi' i r �)bo:) prvb�iiA3 miclinU Te )nrriulc3 C �:��. OCA v] AQ P.�Vr-�1i-7 ( i7(1 (�i11?1 G1 �.3%'l P.EA j9ri�iYv 4 ilZ.�iJ .YA 129 i -HOO-3 noh;s Oj - 21ACiaiK93 13siolq vinmrnua 9eU vnO tiarsJ if't aciguo0 - buJ i is i3 8 x X11 d E Y y;i o.t i S 1 93.it :Y$ s1rupebA m092 nuo"a nodam!'-woo boc%,V toy zr•ode:aisi q2 nginQ Isnoitsm t9q lwri3sgoi balisn ed of Enoija yimr;J a,roit aueR Isoih?`J S_3 Ft8i �9v1j SJ (£tS _ �:;Si .IC-fit?V -beeC JsiaT absoJ isixA sJ Ft., t =.I ebscJ evi-I ANT)Jrtgi-3W ilgi mmulo3 } : •(elxA Y., -X) vh*jilnsoD3 YJioni►O�o8 ;tc�,* •t,;rxl, U,� .(aixA aY) ioips . noi:slu(216IKA .� etsU nmulc =� 0.8 A •rt;pn:iJ Ct cl ~Yu (rtxA X -Y.) Morts.1 beasidnU mumixsM =v (eixA Y -Y) rilgnsJ beas)dnkJ m:imixsM 1 �r:r ; ;aiiibro:? bnB s?mWoO 2e��t19QCl�i �JtrltlAiO� E"a 02 •� -gib •(aixA X -X1 no' nMulo3 6rl nU., =va .(aixA Y -Y) roita-a? amuloo .q V, urs :niA Cot F, I ='v .(aixA%X) ewfuboM noitJJ? £'✓+I duiUbA yi rtot;oti2 ;(2}xA Y-Y)C. tt?i'i ,yri =J'1 129 129 (!Y? 1ccl 7e% 12a Mc 109 7F;t- riaze.J-IR eslp:,oCi -but, neR a31tiegoi9 :EE94i� 9Y�2�'91Qfn0:�' 'YloliaaG lo ?uivboM :(?IYA XX) ise311, mi6,168 :(ilxA Y -Y) ue-,tu pnib-.-wi �if�syat9 bol2.nb.4 t --i3 oa. t: --ba :=Joss tn9,iud,libA '(Ytno ses3 nm.,'o3 ((J + j) y)n0 bsoi IstoT lsixA ;east bsoJ artt'ioiiro3 "'�'• :128118 3vz..;�i7r;to3 a; .aesl]3 evieeolgrno3 yi:?swot,A J Column{ 97 Uniform Building Code (91 NDS) ) Ver: 5.07 _ By: LarryJ-Wamer AIA, AEC Group-on: 047-2003_:. 09:.3026.AM- Proiect: ER275PA2 - Location: C-HDR-1 Summary: 1.5 IN x 3.5 IN x 7 FT / Stud- Douglas Fir-Larch - DryUse Section Adequate By. 1.7% Vertical Reactions: Vert-LL-Rxn= 1664- LB Live: Dead: Vert-DL-Rxn= 1148 LB Total: Vert TL-Rxn= 2812 LB Axial Loads: Live Loads: PL= 1 LB Dead-Loads PD= C 1113838 10 LB LB Column Self WeightCSW__ PT= 2. LB Total Loads: Eccentricity (X-X Axis): ex= 0.00 00 IN Eccentricity (Y-Y Axis): ey= Cd-Axiat= 0.00 1.00 !N Axial Duration Factor. Column Data: L= 7.0 FT Length: Maximum Unbraced Length (X-X Axis): Lx= 7.0 FT Maximum Unbraced Length (Y-Y Axis): LV__ Ke= 0.0 1.0 FT- TColumn ColumnEnd Condition: Calculated- Properties: Column Section (X-X Axis): dx= 3:50 IN Column Secfion (Y-Y Axis): dy= A= 1.50 ....IN 5.25-:_-: 1N2— Area: SectionModulus (X-X Axis). SX-_ 3.06.: .:::IN3 . . Section Modulus (Y-Y A)is): SV__ 1.31 IN3 Slenderness Ratio: Lex/dx= Ley/dy= 24.00_:• 0:0 - ...: Properties For Stud- Douglas Fir-Larch Fc= 825 PSI Compressive Stress: Modulus of Elasticity: E= 1400000 PSI Bending Stress-V XAxis):.. Fbx= 675 PSI ..Bendin*j Stress (Y-Y Axis): Fby= 675... PSI Adjusted-Properfies: Fd= =545.:: t ,' Fd: -1.00 C#1.05 Cp=0.63 Adjustment Factors: Cd- Column Calculations (Controlling Case Only): Corittollincr Load Case: Axial Total Load-Only (L + D)- Compressive Stress: fc= 536 PSI Allowabie.Compiressive Stress:, Fc!-- 545 ,. ., , c� 1•Y1 .., . LG : q• ;t` .+. �1:;ilt'tL14' �. tr'1;�,4:.i . i r � ° AJA Y ml&�') L A Y$ fiJ19J-11i ti IL)uu�l bW8 \ i -i i x Of e.f ), Y}'. e P P • a riyupbr, roii^9i: kc!'•)'- - ,i Ir- - J,9V - t + 1644 l be -..j ui..;t p iI1Q.bAl ;fez nrrL .). J .10I7G T.&ISzi:rl !StkA .4, 9 rrr. yc: . -. v �.:i�xA X-X i fl Nm- I 11tiS "i riign9a b�+o6,+.1n� 'nxwx:'. -rlor'cb;,00 bn3 i �u, 'WAY-Y} „M:.lo.^. t,, a,x4 X-X) c°ulubor, noilo �u V t. (.:t,A Y41r , uluorjr' r,osi302 o410,-.e.—lfjb-Aa rTL.J-10-1 ar. r.uc n -ba; ,oma .-,r,ao)o S ' d a xA c al;c4 Y •Y t ! +1;0 ;jr"(r io aw e.u, -:6!1 inarn•etJ• �Ft Rallio,.+nn Jl eim, fu}.,) c tC + } Y17C '04C ! ,;•o?.., -A aasO t) -,;J onr,'o, v . C Ij i i7f = W' zzclld 1Yfzt�'C r A•, 2P: li'G SYSwi')10!110� bi fa:..� 1i1 Footing Design 197 Uniform Building Code (91 NDS) j Ver. 5.07 By: Larry J Warner AIA ,,AEC Group on: 05-07-2003: 09:34:.37. AM_ Prom ER275PA2 - Location: FTG -C -RB -1 LB Summary: - :IiV Footing Size: 1.67 FT x 1.67 FT x 12.00 IN. .:.LB * Footing has been designed without reinforcement LB Footing Loads: Live -Load: PL=- L-=Dead DeadLoad: PD= Total Load: PT= Ultimate Factored Load Pu= Footing Properties: Allowable Soil Bearing Pressure: Qs= Concrete Compressive Strength: PC -- Footing Size: Width: W= Length: L= Depth: Depth= Effective Concrete-Deptiv d= Column and Baseplate Size: Column Type: Column Width: m= Column Depth: n= Bearing Calculations: Ultimate Bearing Pressure. Qu= Effective Allowable Soil Bearing Pressure:(With Increase) Qe= Required Footing. Area: Area= Area Provided: A= Baseplate Bearing: Bearing. Required: Bearing= Allowable Bearing: Bearing -Allow= Beam Shear Calculations (One Way Shear): Beam Shear.. Vu1= Allowable Beam Shear: vc1= Punching Shear Calculations (Two way shear): Critical -Perimeter. Bo= Punching Shear. Vu2= Allowable Punching Shear. vc2= Bending Calculations: Factored Moment: Mu= Nominal. Moment: Strength:, Mn= 1680r LB' 2033 LB 3713 LB 5702 LB 1500 PSF 2500 PSI 1.67 FT 1.67 FT 12.00 IN 10:00 IN (Wood.) 3.50 IN 3.50 IN 1331 PSF' 1531 PSF 2.43 SF 2.79 SF 5702 LB- 33841. .. LB 6: 8684 LB 54.00. - :IiV 311:4 .:.LB 46683. LB 14284 IN -LB 54275 IN -L6 'o? fov r r c , ; ; r t oro:.:.:;tcb"L) _ mioiintJ W ; npp 30 Qnitooq t�;A A� vo : r.OS ;rf if.. -, t'Ot'! 33A , Al! '^.mstr\l ". �ctsJ cp ' 85A 0-aT�I .noi:sao.1- SA9c"rn3 J3,;go-� �,nsrrmua, 01 OOSt x T=1 TV xT7 W.l zs;?. un► a—'Z ' tamsaYoloisi tuoritiw bangiaeb rr-sed zstl Cwtool .zbEn.i pnd"' b".) 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" ,rt -iwri2 o-Ir arl:ci tr aria pniit^nt:q w iswollA. %3:,tf't£altJ9i6�i pCiF't9� 9J ✓1; ^ t .q tr-)moM winixI 3J :4c -, itonotf? tr wvtoM lE: on rol J Footing Design ( 97 Uniform Building Code (91 NDS) ) Ver. 5.07 By: Larry J Warner AIA-, AEG Group, on: 05-07-2003.: 09:34.53, AM_ Project: ER275PA2 - Location: FTG -C -RB -2 PSF Summary: SF Footing Size. 1.33 FT x 1.33 FT x 12.00 IN- SF * Footing has been designed without reinforcement Footing_ Loads: PL= Live Load: Dead Load: PD= Total Load: PT= Ultimate Factored Load: Pu= Footing Properties: Allowable Soil Bearing Pressure: Qs= Concrete Compressive Strength: PC-- 'c=Footing FootingSize: WT Width: Length: L= Depth: Depth=d= Effective Concrete Depth: Column and Baseplate Size: Column Type: Column Width: m= Column Depth: n= Bearing -Calculations: Qu= Ultimate. Bearing Pressure: Effective Allowable Soil Bearing Pressure:(With Increase) Qe= Required Footing Area: AreQ_ Area Provided: A= Baseplate,Bearing: . . Bearing Required: Bearing= .Allowadle Bearing: Bearing -Allow= Beam Stiear:Calciilations:(One Way Shear): Beam..Shear- . Vut= Allowable Beam Shear. vc1= Punching Shear Calculations (.Two way shear); Critical Perimeter: go= Punchiriq .Shear. Vu2= Allowable Punching Shear. vc2= Bending Calculations: Factored Moment:.. Mu= Nominal Moment Strength: Mn;;: 1-216 LB - 1304 LB 2520 LB 3893 LB 1500 PSF 2500 PSI 1.33 FT 1.33 FT 12.00 IN. 10:00• IN - (Wood) 3.50 IN 3.50 IN 1425 PSF 1439 PSF 1.75 SF 1.77 SF .33841 6916 .. LB... 54.00 IN - 1108. LB 46683 LB 7766: :IN -LB:;: 4.3225 Pnib'.L,9 m1o'imi W I npVvn pn,lov� 0,11010')3A At4 L viis.. Y8 S-SSi-L�-aT� noij ooi (:A VVV A3 lasiotC4 v-Stan.• Vil OVV x I i t;Z.t x Ta f:F P ezi2 otllioo9 trlom-yumin6) fuodisw nenglaab nosd asit ipboa=l Pot of pnlloo=" bso! ts3oT I 4�SF I.' b80J bfro3os l s3smifL' 31y C'U'', aglhgrMolli ant3oo� .�,ivazsl9 4nnw.9 iioa �t+�ewow, nfgti9tic amoo oft�lonUJ 73 i,� r -,.•� yzr? t":� :oaf J :ii1C i 1,3.E • ,u 3U �ifq�C7 UU �" "t' tiJcreQ efsuno;l vfost't3 th o%V' :85t2 81610 �29f3 t`; 1." nr ;,1i0:. "vT ,,muloO it:biW nmuio.7 .bas(] rimuioO a<ci :Sa =4 ewilsluofs: � .91LIzesi�) pnofna, ;tar,.." J '�_� Gt=, �•f �.J S:a ;�.'� r13iW} D1LW9"I j1111895110291d 6te40Aovito5113 691i', aoftoo1 hAijpfYTIr� bebivo9 so 1A b8liilpulp, oolls9a sfA 1sltista8 .pnitsyH oldsrv01'sA a 0 "Som XCW one) Pnorrstua:sJ lseda mFg8 Is-AF rn1)a lasrt2 Mblalo eidmoflA ml 1J'j i' ( 'Folie Yzw OwT) eno hiluals0 lkera onidtmuo 13'3M,19r1 tS]itttl :',C9rtG Pni,ionuli • :1."9lt� �Jiitrt�nU� 91C15<iJC:tQ 9J441 c'ti'-` L t ° rvltslta7ls gnrbne� inerrc,'?�f :�aygiaa3 - .iifLrl;il;� tn�motn ;sn;moin Footing Design f 97 Uniform Building Code (91 NDS) ) Ver: 5.07 By: Larry. J Warner AIA ,.AEC Group on: 05-07-2003: 09:35:03 AM " Proiect ER275PA2 - Location: FTG -C -RB -2/2 Summarv: Footing Size: 1.83 FT x 1.83 FT x 12.00 IN • Footing has been designed without reinforcement Footing Loads: Lire Load: PL= 2432 LB Dead Load: PD= 2562 LB Total Load: PT= ' 4994 LB Ultimate Factored Load: Pu= 7721 LB Footing Properties: Allowable Soil. Bearing- Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 1.83 FT Length: L= 1.83 FT Depth: Depth= 12.00 IN Effective Concrete- Depth: d= 10:00- IN - Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50. IN Bearing_ Calculations: Ultimate Bearing Pressure: Qu= 1491 PSF` Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1574--P - SF Required Footing Area: Areq= 3.17 :S .Area Provided: A= 3.35 Baseplate Bearing: Bearing Required: Bearirw 7721... LB. L Allowable Bearing: Bearing -Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear. Vu1= 345. LB Allowable Beam Shear' vc1= 9516 LB Punching Shear Calculations (Two way shear): Critical:Perimeter. Bo= 54:00 Punching Shear: Vu2= 4803:.: ; LB .Allowable Punching, Shear. vc2= Bending :Calculations:" Factored Moment Mu= 21195 ` ::IN -B:..: Nominal:Moment Strength: Mn= 59475 . t 1 ct"I r r, D r oc}rnu N,3 ; noiagcl nni'on? A U :'.t< `0 t r'<. ,^ .i n� �mU 7:2A, , AjA ismsl! IL St".-cIP-�D-OTa s4.1�8.t• x T i £i; i .951? pntic•�3 htsrrts�tr;lr,Rst:iuoriitw berlpizsb Head use lxrifk.o? •wU�r.J pnlitx;? nob Ct:]ry,irys�i/nT 'asillogQ114 !u=' u1.`C��' � :• i ;4i1gn»tf2 9ViZc'`�Jlf�ltii,�i':+.'97�no il1k •: ik '•.• r��j,ikr. r //hh s�sc. 91slq-ean8 Lpe, ter+ulc7 ogvT' nrnui4;) riSb"w ll( tU!OD 1' :11gs7 nmuloo 2r1,^ilelu.lso prlitC9 ??` 9tuEz,)-.q gmt$9F ljo2 91dFWAIA9vi1.�;^:? 691A h9btvoill sgtA �. �... � rr,,t.•Sd :ir trup�n anitssc F!J rWE -,�Iq;;F .•j +rl'1`s9t� "(?k1i13':.� 9t'�bS.'d ICY :(t69r r ysW ervO) 2r*U?Tf3i;.roif, T l �r)r18 (tG�$ : -1e:3ne mssR j_ _; a ,..t' ," .. �'t69r1G lr'h9t+;)ld6',tin!iA '.(1S9ria Yzw awT') anoi:siluolr,d, tcode c nu4 £3 ! �$iltli =S- ^r {s.9ti3 !1i+it!.tnt►� e.dw:+c+tA zn�!fsl:rals� pr':r,nAa 9a-E"11 k;?i ; :1n�;it0"!i h31J3a6? :MtgngtTa irt.RMC !, 1601ir`I.Ai } Footing Design f 97 Uniform Building Code (91 NDS)1 Ver: 5.07 By: Lamy J. Warner. AIA., AEC. Group. on: 05-07-200a: 09:34:.19. AM. _ Project: ER275PA2 - Location: FTG -C -RB -1/5 Summary: Footing Size: 2.0 FT x 2.0 FT x 12.00 IN * Footing has been designed without reinforcement Footing Loads: Live Load` PL= 3780' LB Dead Load: PD= 2562 LB Total Load: PT= 6342 LB Ultimate Factored Load: Pu= 10013 LB Footing Properties: Allawable. Soil.Bearing Pressure:. Qs= 1500 PSF Concrete Compressive Strength: PC-- 2500 PSI Footing Size: Width: W= 2.0 FT Length: L= 2.0 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10:00- IN - Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Bearing.Caiculations: Ultimate Bearing Pressure: Qu= 1586 .. PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1620 PSF Required. Footing Area: Area= 3.91 SF Area Provided: A= 4.0 SF Baseplate Bearing: Beadng. Required: Bearing= 10013- LB "Allowable Bearing: Bearing -Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam':Shear::. Vu1= 834.,<:LB.. . :Allowable Beam Shear. vcl= 10400; `::_.LB' ..'.. Punching Shear Calculations (Two way shear): Critical Perimeter Bo= 54 0.0 IN'; Punching Shear Vu2= ::6845 '':.:.LB`.: Allowable Punching_ Shear vc2= .46683 LB-. Bending Calculations: Factored Moment: Mu= 30038 I .4 Nominal Moment Strength: Mn= 65000- :-_ WLB. i r NO - .;:a`.' f 12.10 ; 0l, st,�;`�,;nibl,c,�i rmolinU W1 nRi2ga pmioo9 �� q0 Fk;?r -30 :,ic .-OA , AlA lgmGW t.,,nfsJ :Y@ aV-Sii-')-OT9 .noilex J - 'IA9c %- 5P3 :tayjoi'' (3J tr$' c =..1c+ Si `r)n, aJ �DPE -Tq -13q Oal, T :i T= t c r.: �t�St "r):!c,:� vli !t:ocbti) cif 00 :fir ct 8? _ .uV 81 E1411 :;,n !"nrnuti; 0100 Sa' x Tl OS x Ta OS 'ss,z fm loo9 :nsmt)0lotnisl tuoriliw benpiaeb nssd i fsd p0no9 'abroJ 2nilao .bcoj 9VU bsul lE3oT :bwJ br!zot^t.l etsrruNU zeit!9p019 gnitoo :91uaasiq tinhsf6S floc, n!d6,wollA . tgn9it2 Dy;nsigmo;l s, :r1tvX y Atons.J .x'900 rt3;`� pf9;;,nO�rtayfostt? bns.nmuloo �nY i nmu:o� AibiVj nmoioO AQ90 nniuloo unoltsluolso pwalsG9 .91MID19 Vnl`'st)il Aw,,tIU ;oril dt'W) aluzaet9 `nlic9a IIOZ slrJr vonilA evitnslil :G9b'� tnft<>u? bu11:!1;9� unnse8 btfilgeas8 -bn;i:tt3s`a An115r3� : n11G9E18Idswc-11A is -,)62 VeVVenC) 2n:,tvltiols,) esrii; m-98 :18e62 rnus8 Testa rflE;98 eldmoilA rls9flz vsw owT) zro,tsiijaliio iseri,2 gr„rienuG :t$'irt� pRlri:ttlt:g :1s.ad Qn;,i;mlq ,ciE,.aE{r •zr;�itsfvais� pnii,its9 :tnernoM bsioteO dtur13:t2 t•'smo(A isn'rnoth Footing Design t 97 Uniform Building Code (91 NDS)1 Ver. 5.07 . By: Larry J Warner AIA., AEG Group on: 05-07-2003: 09:36:25 AM Project ER275PA2 - Location: FTG-C-BM4 LB Summary: LB Footing -Size: 1:5 FT x 1.5 FT x 12.00 -IN- LB " Footing has been designed without reinforcement PSF Footing Loads: PSI Live Load: PL= Dead Load: PD= Total Load: PT= Ultimate Factored Load: Pu= Footing Properties: LB Allowable Soil Bearing Pressure: Qs= Concrete Compressive Strength: F'cz Footing Size: Width: Length: W= L= Depth: Depth= Effective Concrete Depth: d= Column and Baseplate Size: Column Type: Column Width: m= Column Depth: n= Bearing. Calculations: Ultimate Bearing Pressure: Qu-- u=Effective EffectiveAllowable Soil Bearing Pressure:(With Increase) Qe= Require&Faoting.Area Areq= Area Provided: A= Baseplate Bearing: :-Bearinq'Required: Bearinq= Allowable Bearing: Bearing -Mow= - Beam Shear Calculations (One Way Shear): Beare Shear: Vu1= AllowabI6 Beam Shear. vc1= Punoirig Sfiear:Caldtilatioris (Two way shear): Critical:Perimeter. Bo= ..'.Punching Shear. Vu2= .Allouvable Puriching_Shear vc2= Bending Calculations; Factored Moment: Mu= . :Nomirial Woment Strength: Mn= 1685 LB 927 LB 2612 LB 4162 LB 1500 PSF 25W PSI 1-.5- FT 1.5 FT 12.00 IN 10.00 IN, (Wood:). LB 3 50" IN' 3.50 IN 116.1 PSF 1485. PSF 1.76. SF* 2:25: ..:'SF . 4162:1:- *. LP 54-:00 54:00- : 1N' .1821 . LB 46ti83 LB 9365 . !N -LB 48750. -IN 18 CC l:'t( ( (aCM = olsc-, pniblivt3 rmo)ira TG 1 npia3(] pnitoog CGO.",-T 1-an 'ro gi3Cl,-, -'qA , AIA lanisW t.',n1s.1 :V8 A-Af 8-:1-& i� :hoitsooJ - SA`� TSfii.3 .t�niola vlsm.r,►:2 Al 00 SP x T=i C.1• x T:I b t :osi2 prlitcc3 t+1ams: lnioi itjotitCv b3ng;agb oe-A zsd gritac�' J gn�too� t3J aKI 1'a bbuj v.l 'G` bsaJ bse� T(-j buol is;oT 8 l 581; =Uri :bso.1 b31o;76� sisrru. J :26�t19qul'� E�tiG;,� X29 i?Oc 2G' szut�t�19 pniiB98 li(;e awewo! A I?a U" _.. -i rftpnel'2 evita3lpm otoiano:1 'esi2 gnttoo=t t: i 'rltbild 7-4 d.t =J dlooy� ill 00 S' =ripe) •dlggo b AtgsO WwonoZ avitcoeI13 :esi8 a sla9artf bns nmuloO :sayT nmuloO Vti Js:.c. rrt •ritbiw omuloo Vil Gam." -r ai;7�Q nmulo' QR+7Eie�] 2y t.j+' -L; 91u2i3tq pnns38 +wamt7 U' a?q ntiw) nlua2ojR gnnsea iio8 sIdsNcdlA svtit.)e't:3 g? r? � t' -'1e.A •sEIA nt+ificr,� ;�91ic.3A i2 c S.S =:• .b�;bivolq sb to 'poo sS etslgvs8 et Rb, t =�`i'1B3� 'boliapsR 0*6A Fig +Pie- tir,� i1-�lritlF [t pr wog s!d.stvol''A ,(169+tc tsW onO) z+1Qtt=.;{uols: t lsett2 tykes 8-j = A iso•ia rrss8 3J UO3 - Y :lseda nsn8 elaswoM :(isede! Xrw ow7) rnodsiuolsJ made pnir,;rnuri Vii 00.1" = o8 lsiemns9 1toitn3 !aJ � af3t =S;;v' -1sar12 tan(rton;i9 pnirionu9 aidswcilA •BnDitslL+^r'fi:3 gnibn98 Fi..l-t11 c�.i3i'4 =L'� 'tR9rnCM It9�Ut36� BJ ili nL� : =n".4 :tt;gR81t2 J�9 nOrVt lsnlr—M Footing Design ( 97 Uniform Building Code (91 NDS) ) Ver. 5.07 BY Larry J Warner AIA_, AEC. Group. on:. 05-0.7-2003 09-37-02 AM Proiect: ER275PA2 - Location: FTG -C -BM -6L Summary: Footing Size: 1.0 FT x 1.0 FT x 12.00 IN • Footing has been designed without reinforcement Footing Loads: Live Load: PL= 814 LB Dead Load: PD= 293 LB Total Load: PT= 1107 LB Ultimate Factored Load: Pu= 1794 LB Footing Properties: Allowable. Sod Bearing. Pressure-' Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 1.0 FT Length: L= 1.0 FT Depth: Depth= 12.00 IN Effective Concretes Depth: d= 10.00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Bearing.Calculations: ' Ultimate Bearing Pressure: Qu= 1107 PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1350 PSF Required Footing Area: Areq= 0.82 SF Area Provided: A= 1.0 'SF Baseplate Bearing: Bearing Required: Bearing= 1:794 :.LB Allowable Bearing: Searing -Allow= 33841 ::.LB; . Beam Shear Calculations (One Way Shear): Beam Shear. Vu1= 0: LB Allowable Beam Shear. vc1= 5200 LB Punching Shear Calculations (Two way shear): Critical. Perimeter: Bo= 54.00 :AV Shear. Vu2= 0 LB . Allowable Punching Shear. vc2= 0 LB Bending Calculations: Factored Moment Mu= 2691 :IN=L6 .. Nominal Moment Strength: Mn= 325E10 : ,ItV-LB, . 4 ' , 7qv �QH a! �7c�"+ pniul .sit ;�IIASU W nclamG r)ni oal i � '„' nc, ')3A , AIA 19nlo3%1 l., y1?Fj .\"q • �8-,1,�i-:) �T� :nor?x.^r. J - S,�\`���.>�3 � ?o^�Iu'� Y�6rnr��� tnernojiolmsl fuodlivi b9nei2.;b nand asci Qmfoo- ' :2bsOJ on. t9C ubo-:641) aso.J aA,o?o6 Jis:niflU ?.)Sf134l014 �nitno� z ' 00 ? elssaasiq pnnsa8 iio-?, i)lddvwotlA iscil ;:OcS - � � :Slf�s!3u2.sviaayl+�rlsa� s's1:1no7 :�.tn -Vi ,11bAA' 1 GO IJQ )Ci Apo s\ ljjotf�i 0i12 91 �lG :GFS [ nt; nf(Iu,O ihoo'rd! sqS: , nmutt%� 4, 4.; ; : ; n d1biW srSt?uioo z,^:oJWu:ils0 enllss8 _ - �%" (' � - �luc^^2919 Pr X598 91S�•SStyIS awszslq �^t1ESS ROZ 9ldsWollA ;3Y�091i3 :��,a ��iiov� bsaupe5� b9bivo19 s31A 311111S.98 Qtslgena brwop*+11 vn!%,8 8-1 rmis,L ram%o{A '(1nada ysw Go.o) znoarsk:3160 1.;368 rnsa3 =' nuort2 meoG 9lds woltA ;(?6962 ysv! 01VT) enol1rluoisO !aeric gnidanuci ' ,3s�m3iati !s?a tn:? EM u �fiu� t69r!�� p+tlftorSu�i ' Footing Design f 97 Uniform Building Code (91 NDS)1 Ver. 5.07 By: Larry.J-Warner.AIA, AEC. Group. on:.05-Q7-2003:_ 09:37:.31. AM, Prosect: ER275PA2 - Location: FTG -C -BM -6M Summary: Footing Size: 2.67 FT x 2.67 FT x 12.00 IN ' Footing has been designed without reinforcement Footing Loads: Live Load: PL= 7397 LB. Dead Load: PD= 4269 LB Total Load: PT= 11666 LB Ultimate Factored Load: Pu= 18552 LB Footing Properties: Allowable.Soi - Bearina.Pressure` Qs= 1500 PSF Concrete Compressive Strength: Fc-- 2500 PSI Footing Size: Width: W= 2.67 FT Length: L= 2.67 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10:00 IN Column and Baseplate Size: Column Type:- (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.56 IN Hearing Calculations: Ultimate Bearing Pressure: Qu= 1636 PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1801 PSF Required Footing Area: Areq= 6.48 SF Area Provided: A= Baseplate Bearing: Hearing Required: Bearing 18552 :- LB-., Allowable Bearing: Bearing -Allow= 33841 -.':-:-LB Beam Shear.Calculations (One Way Shear): Beam Shear Vu1= 3486 ` :. LB Allowable Beam Shear. vc1= 13884 LB Punching Shear Calculations (Two way shear): CriticalPerimeter: Ho= 54.06 -'AN Punchiriq:Shear. Vu2= 1525$ --:- '-Lb-- . Allowable. Punching Shear. vc2= 46683..:. 1B Bending Calculations: Factored Moment Mu= 7420--:. .IN=LB . Nomninal-Moment Strength: Mn= 8677_ . • : 'IN -L6. A 1 ur t,ltuO n!`��IntJ Ce^ i nQits� pnitoo� Lid~i t rF 0 ^•li` + r 4;0 .r u` C` C't[1 "':+ . AIA 19r.)x j ! 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Warner AIA, AEC. Group. on:. 05-07-2003 0937.:.5.7. AM. Project: ER275PA2 - Location: FTG -C -BM -6R Summary: Footing Size: 1.67 FT x 1.67 FT x 1200 IN " Footing has been designed without reinforcement Footing Loads: - Live Load: PL= 2407 LB Dead Load: PD= 1414 LB Total Load: PT= 3821 LB Ultimate Factored Load: Pu= 6072 LB Footing Properties: Allowable. Soil Bearinq.PressureL Qs= 1500 PSF -Concrete Compressive Strength: F'c= 2500 PSI Footing Size. Width: W= 1.67 FT Length: L=. 1.67 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10:00- IN, Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 IN Column Depth: n= 3.50 IN Bearing. Calculations: Ultimate Bearing Pressure: Qu= 1370 PSF EffectiveAUowable Soil Bearing Pressure: (With Increase) Qe= 1531 PSF Required Footing Area: Areq= 2.5 SF Area Provided: A= 2.79 SF Baseplate Bearing: Bean na,Required: Bearing= 6072 LB Allowable Bearing: Bearing -Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear. Vu1= 6 LB Allowable Beam Shear. vc1= 8684 LB Punching Shear Calculations (Two way shear): Critical Perimeter. Bo= 54.00 IN' Punching Shear: Vu2= 33.16.aB -. Allowable Punching. Shear vc2= 46683 .. ' LB :` Bending- Calculations: Factored Moment Mu= 1.5209 IN -LB Nominal- MomentStrength: Mn= 54275 W LB. lev ( 3c?tj . n) wbcJ wnbliu_ rmct!nU 7,111 n;}iesQ pnitoo? *A cil r : Att r.r^�S-" t,•�'.�� ro aur':^ :a�A . t�lr? }Qms1.�� L ��is.l :,�3 SIb-;"�-iia .noi;r�cJ - ^r�c'' SAS i:,sicrl�? J16�n,71U� 0) OQSI x T-1 To r X I-I Ta. t vslp, pmtoo= Immeoiotnivi tuodtiv bonpiaeb nosy zsd pnitoo? ' -,rivo abso.f F ? E3J Sts: 1 y Fri �� r)6oJ b69tI =7r T soJ IstoT F C 21 r.c� bsol be-iontri eSsmil'U �Gf' �J ' i' =aid az:s?aeT9 Gnilss8 ifOc e(devJolt.�. t3� CtO',�' -� (iigns113 ovizaglgmaa obinnoJ 9Sve gr dGo V , n 1-4 aK ' rl�t[Gno(l IL f'. uQ :' . � 1: rllgsO OiJ1onQ� :�viSos�= 8$I+y !�S6'Q32o�7 �(?6 �r`I'•.3 ;� ,i? :G�'�f) qQV: naluioJ ' ' :1lbiifti� �+mu1a� i" w r� rttgeC� nn�uln^ o uaae79 pn. $ atsrn�l4E. ION) slud2slr pniloo 3 Cot eirtawn1lA :wilos113 �2 =A t,+ : 1\hn9 coiA prinse8 sfaigsos8 boli"PBS onrrws8 si pn r,.5.d oniis98 eldawoi A 'il dp,, YEW 9nt�1 2no+telU �B:J' losda ffisea 6, } G ^ of IselG (TiG3ss C, J -- :.£• i - "1b3dP, mssE! U+dsv. o',�A ,3eda Yaw owT) pnic',orru4 16'R3d?. gn,rionvq ' ,(Ib'Jti-Offs. anaSalu:)WO Q.vbna£ �7 �11pr1;►:t2 arrol+l :en.^r+o1i Footing Design f 97 Uniform Building Code (91 NDS)1 Ver: 5.07 Bv: Larry J. Warner AIA-, AEG Group-on: 05-07.-2003-: 09:4.0:52.AM. Project: ER275PA2 - Location: FTG-C-BM-7 Summary: Footing Size: 1.67 FT x 1.67 FT x 12.00 IN • Footing has been designed without reinforcement Footing Loads. Lave Load'. PL= 2880" LB Dead Load: PD= 1199 LB Total Load: PT= 4079 LB Ultimate Factored Load: Pu= 6575 LB Footing Properties: Allowable-Soil. Bearing. Pressure:. Qs= 1500 PSF Concrete Compressive Strength: PC-- 2500 PSI Footing Size: Wim_ W= 1.67 FT Length: L= 1.67 FT Depth: Depth= 12.00 IN Effective Concrete Depth:, d= 10:00, IN Column and Baseplate Size: Column Tvpe: (Wood) Column Width: m= try Column Depth: n= 3.50. IN Bearing, Calculations:. Ultimate Bearing Pressure: Qu= 1463' PSF : Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1531 PSF. Requi►ed Footing Area: Areq= 2.66 SF Area Provided: A= 2.79 SF Baseplate Bearing: Bearitia ReOnired , Bearing=- 6575 I.B. Allowable Bearing: Bearing-Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear Vu1= 7 LB Allowable Beam Shear. vc1= 8684: :LB- Punching_Sheai:Calculations (Two way shear): Cndcal Perimeter Bo= Punching Shear Vu2= 3591 ;l:B .:..:_ -Allowable Punching. Shear. vc2= 46683.:. LJ9 Bending Calculations: Factored Moment: Mu= 16469 ' N-LB Nominal Moment- Strength: Mn= 54275. 'IN-LB G ,.4 _' f IN >(, ' ")- 1 i C+ nL n:: ti) L� , �+� +9n1Si11( 1. ' 7'sJ 't'E} -tv+3-:}-e77a 'noiJaov.J - ?:A��iS�� :~39iCtC v is 1 raq 0034y; i Ti ii•( .V fila � .Yi( w tb:-•.Nt —.1 W �fJ c:ir'' Ceras:: .vlam ^u2 VV 00 !� r x 71704. r x T9 prOop:i rr9 ,taototnisl fuorilfw bongiasb no9d asd unijoo:3 ' abso.1 Gniloo; I. bsoC tE'i lG2,)T :aboJ ba,,otos= CSE,tr bu gm;oo; .-wao'Q pyllicec 102 -4,(;VrolLA riJ(>rl��J3 SY1$+Sf1 Ljrt'ii)� ftJrJ•1.3no;./ 9si2 rvnp]Co>3 Mo n-ij rilcoG upriseS �lb+Yr nrrulC7 riJa9:J nrtula:J :s�ueyn:9 pnits�r� o'a'"'+12,J t s2•,rt. nl r(;.VVI :a�uzca79 gn+�s98 Lal 9?ds�rx,+:It. 9v,t:><iit� '�41:� gnisoc i b�iuAyFl ' seiA G,nilssS 9Ji3!(lyt6S "ifi:p-oH Znttt i q, oni a:)2 W!dswcilA (isod2 �rW enO) znc;SsluolG:-fwsil2 rrlr..9R -169rt2 ms33 ,irhd2 rosqS sols wivollA '!'trs,iz y bvi OkvTi aneiJr+lto;e' tsp•`a nnt+i;3nuq i3i:Tr'•'`+`9�i '$31':1.x,. 7e 1c; X103nu9 'anniisluol6J �nt�rt�,$ :Sna^nOM ne"olcr;a 'f+.;Qf7ElJ2 ��9motvi ".S^!ir--If Footing Design ( 97 Uniform Building Code (91 NDS)1 Ver. 5.07 Ely -Larry. J Warner AIA,. AEC Group on: 05-07-2003: 09:41:01 AM Prosect: ER275PA2 - Location: FTG -GBM -8 Summary: Footing Size. 1.33 FT x 1.33 FT x 12.00- IN Footing has been designed without reinforcement Footing Loads: Live Load: PL= 966 LB Dead Load: ' PD= 853 LB Total Load: PT= 1819 LB Ultimate Factored Load: Pu= 2836 LB Footing Properties: Allowable Soil Bearing_ Pressure: Qs= 1500 PSF Concrete Compressive Strength: F c=- 2500 PSI Footing Size: Width: W= 1.33 FT Length: L= 1.33 FT Depth: Depth= 12.00 IN Effective Concrete Depth; d= 1-0:00- IN Column and Baseplate Size:. Column Type: (Wood) Width: m= 3.50 .:.IN .Column Column Depth: n= 3.50 ::IN Bearing: Calculations; Ultimate Bearing Pressure. Qu= T028-,' .:PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1439...:PSF Required Footing. Area. Areq= 1.26 : SF Area provided: A= 1.77 SF Baseplate Bearing: Beaiin* Required: Bearing= 28.36.:. LB' . .Allowable Searing: Bearing Allow= 33841 LB Beam Shear. Calculations (One Way Shear); Beam Shear. ..:.. Allowable Beam Shear. Vu1= vc1= V -LB 6g 16 ; :::.. =::LB. Punctiing.Shear`Calculations (Two way shear): Critical Perimeter. . Bo=- ..a aa:.:: N ..::.: - :Punching Shear. Vu2=.: :`Allpwable Punching Shear vc2= Bend'in'g Calculatioris: Factored Moment: Mu=5659 Nominal Moment Strength: Mn= 43225 -.IN-LB If (rt:). 'i-I, -)ni: ;top-!�l m-,�IinU W ! npiesO pnilool jump 33A , AIA tsnIsTj L Y�aJ .VS ' $ i4tCS-�-C7•i � :�ails:.o.1 - SA�G1S� ' `3�410'� Yl6i" r" 1'G L41 00 :�l' x 11 EE t x TI EE.' :ssi2 pniloo ! In inmxolnisl MOM,; bsngiEeb n3sd zsd piloog + 3- t� [' - ; - RbroJ er rao' trrc.J -1VU bao.lb� 3 .7L DJ 1,.;!o T a3Ihq(I )q e,iILG` -aivaz3iq pnns,.-,8 !iUi,; '31dswoliA tc,'G tiff}c -.�' rflp{1�73$ 9vtz2slt�snp� 3f�1; n7 "isiG' po-loo7i 5 : - i .cttht4l.' longi • � :fii«ill i:x>nJ/` :savr nrRUlc� it ^`; r '"r' ritbil'J stncUtov anoiislu;!s;� pr ise>3 Mac pnnssO •'sfr!tdU rs-� 9;o;ti :;1i1 tj vtuazst9 pnoG-.90 tial oldewn!iA : I-3? !v '.y8~1'yGi� G91ia an 3 slsl ozsEl 'bs ijjpsP. onhs98 pni;t36,9- 91dsvA;II t (1_^m!e jsW saO) z,ioilsiUAD iuoilr n?sse ist)(12 mrsa :tiseii2 (nc!4 s+d wodA j1.69•'e YFw owT) t)nldi )n{i9 :-� 1 � 3�;af• - t:av�s:,d2 [.�niri:rnu4 1wid?, gn,n,:nu9 oldswooA znodstao4b,;! pmbmaF i" 'liiBfttOiv' `JB` �i3fr,� '(ilPn9�1c,1n�r+tn"ll iF;nir-+ol^ J Footing Design ( 97 Uniform Building Code (91 NDS) ) Ver: 5.07 Bv: L-arry J Warner-Alk AEC Group an: 05-07-2003: 09:39:26 AM- Project ER275PA2 - Location: FTG-C-GDH-1 Summary: . Footing Size: 1.67 FT x 1.67 FT x 12.00 IN " Footing has been designed without reinforcement Footing Loads: Live Load: PL= 1813 LB Dead Load: PD= 2136 LB Total Load: PT= 3949 LB Ultimate Factored Load: Pu= 6073 LB Footing Properties: Allowable-Soil. Beadnq Pressure: QS= 1.500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size; Width: W= 1.67 FT Length: L= 1.67 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= t0:00 IN Column and Baseplate Size: Column Type: (Wood) Column Width: m= 3.50 ....JN, Column Depth: n= 3.50": AN .: Hearing Calculations:. Ultimate Bearing Pressure: Qu= 1416 PSF Effective Allowable Soil Bearing Pressure:(With Increase) Qe= 1531 PSF Required Footing Area: Are4= 2.58 SF Area Provided: A= 2.79 SF Baseplate'Bearing: :Bean w Required:' Bearing= 60-3.;:LB- . Allowable Bearing: Bearing Allow= 33841 LB .. . Beam Shear.. Calculations.(One Way Shear): Beam:Shear.:....:. Vut= : ;6':.:::LB..',;.•:; ..: Allowable Beam Shear. vc1=. 8684 Punching.Shear Calculations (Two way shear): Critical Perimeter. Bo=* 54,00'' . Punchinq:Shear. Vu2= 3317- ;:": LB:`::' Allowabie Punching. Shear.. vc2= 46683 ' :` JIB Bending'Catcula hs:... :Factored Moment: Mu= 15212 .: 1WILB Nominal-Moment Strength. Mn= 54275- - . IN -LB - J a 0 l i%l f 2Ui ',' aoo;; G-libhuE.1 m,atfnU ie 1 npl$sO priltoo8 nM ::W ;i:-aO quolEl :)3A , AJA lef:1sliq t %91ZJ '118 t-f'iJu J-:aTB -no,JezoJ - SAqUSAB Y19fTtr'iuu V-1 010.3f x'79 C8 t x'1'8 Sa.t :osie pniioo8 tno(m3ivtnisl tunrftiw bengiasb need asci gnitoo8' abf;oi Qniioo-1 8.1 E�BP aU bsoj ovi.j E an P a =L(-• :bbo..f besO 8- gape - t 'broJ Isto" t 4 .It' bboj tr81QiQsl elsfTlitlu 291rleQolq Llnito08 �Eq �JGds -<< J 91uz�91�i pnlmoB flo8 sldswoifA W U fdS -�' ft}gn9132 aviaaS�q,Ru� at�laro: :9%12 gnUoo8 T'1 r" r _`r :fifbiW T-, s�t Iji il'' -C 'rttg9�J 8t9tan�7 9Vi"39�'i Flia etslQ9as8 iln:a rtmJlL';D %i>ao'N1 9Qy?' nsni+ioJ y1l %:.S `r* :rltblw ntsluloo vlt Oc.� =rl dtQ9G ntnulcO anoltdiuolrso Grlils9f3 829 ?i yf -u�� 91ua<r:lq pnnaga etsmi2:L► X29 �a , =°,i� (9?s,^":ani 'O^s 1ik&!3i.q gntlt� Ito? 91davyNA ov?bsJ3 4? J3 C, t�`-4 colA pnlioo8 b91tm)951 3r `,. r --A .babKolq 891A. nnilse8 otelgses8 fjr i'\ iii (+nl'Fvf3 .bnup-J Si onliboo B r pni�r -G Old>a vol!A ;flssrf2 �sW onO) ano,tstuals:3 l6orf2 mse8 F?� = uv lssr+2 ms98 a ?5 l �Iv :1e9st2 nlGa 3 ildswollA hried= ; s,x owT? anoltatoolsO lra,i8 pnisianuq liit9rnn9l-1 Isaltl,1J BJ i tFF -;u`J �c9fl , Dflirbruq ,lrjsd8 en,,cnuq :)tdrwollA anolWooisO pnibn98 EU-f i ; r Se t Al Irl9rnoNI b91ot lel tltgns:ff;1�79rnoP1 �3nlmol<i a 0 FROM THE OFFICE OF BOB METZGER O.D.S. 2231 ST. GEORGE IN, #70 CHICO, CA.. 95926 342-9688 or 865-9688 N f/1 �� —O—Z7,DATE: � {�� I HAVE REVIE"TD THE TRUSS CALCULATIONS AND DETAILS IN REGARDS TO THE ROOF STRUCTURE OF THIS PROJECT CONCERNING SIZES, SPANS, PITCH, ETC. M ITH RESPECT TO MY SATISFACTION IT APPEARS THAT THE TRUSS CALCULATIONS AND DETAILS CONFORM THOROUGHLY WITH THE PLANS DRAWN FOR THIS PROJECT. ALL aI i 02(4 0 -le fi)r: E A M Ei, SIGNED: BOB METZGER ZZ�'t fit. 6<az,6G LK. tf-`io e,)} i co ) CA. c1Sq Zky 4(.0 MC 00 --7AIN AL'00 I Is BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 6)39- WO ` 095 ZONING 1940-1 40_I OWNER/J PHONE NO. S36 - 3YZ_ 9 , g , OWNER'S A DRESS /3 � LOCATION OF BUILDING c: USE OF BUILDING SIZE OF STRUCTURE U Yb 'X 6�* 0 � _ �/ d0 SO. FT. TYPE OF CONSTRUCj�N: WOOD FRAME � STEEL CONCRETE OTHER (Specify) TYPE OF SIDING /Te It- S74-L414-0ESTIMATED ROOF COVERING FLOOR TYPE COST COST OF CONSTRUCTION $- . ,066 ,— AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r - FRONT Anvil -/SIDES C) A31 -4L- REAR 21�?'411k- AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the bu'Iding is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals tocomp i the req irements in effect at that time and before occupancy. (f Date �--/�-� Signature of Owner I "1 Permit Yee - $60.00 The above described AG Building is exempt fro ` ing pe"it. Receipt No. 00-46 FI�OQD PA EL ' P.D. R IN IS (X. 1 Manager Building Di 'sion By Date )WOS White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Burn COUNTY APR 212003 Kent & -Che.ri, Wiley-, �.,��'�'DEViLOPMENT .'IERVIUS' Arro0d'Sec'o Farft. 9317 HOLLAND AVENUE DURHAM, -CA, 15938, . 14 530134 Michael C. Vieira April.21, 2003 County of Butte - Building Division Dept. of Development Services 7 County Center Drive Oroville, CA 95965-3397 RE: Ag Exempt Permit APN# 039-460'-024 Dear Michael Vieira. I am occupied in Glenn County as an agricultural field man fora rice company and I also currently farm 258 acres of rice in Sutter County. The company I work for has a rice ranch in Butte County near Richva.le.. As part of my agriculture duties, I have three vehicles, some spray equipment"tsome, smcjllj6ols I 'apo a small amount of agricultural chemicals. My intent for use of this ag bUilding'W6uld be for ag equipment storage (vehicle are registered to farm), locked storage for ag chemicals- (posted & stored per County Ag commissioner requirements), and some light shop repair work (not for hire). I hope this answerers your questions and if you should have any others, please give me a call on my mobile phone @ (530) 518-1355. Sincerely Kent Wiley COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 Phone: (530) 538-7541 Kent Wiley Date:April 11, 2003 9317 Holland Avenue RE: AQ Exempt Permit Durham CA 95938 APN# 039-460=024 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Enigineered Calculations Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, % sets, signed by preparer of plans. Complete plans and calcs, % sets, signed by preparer of plans. Engineered plans and calcs, % sets, with wet signature on plans. Hazardous Material Form Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. FEMA National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Contractor's license information (No. Name Style,Class) or exemption statement. Owner -Builder Verification Form Recorded copy of Agricultural Acknowledgment Statement Letter of signature authorization Copy of recorded deed of parcel creation and 60' right of way to a public road Letter of intent on building use. Mobilehome utility clearance Documentation of legal access. Documentation of 50% subdivision developed of a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements Existing violations/expired permits resolved. Plan check list data and revisions sets of plans in accordance with changes marked in red Copy of recorded 60" right of way to a public road Other: Please describe the intended use of your proposed-:agzi_ultural-building. Should you have any questions concerning the above, pled contact the Y C Vie fta, Manager Building Divisi W • NOTES RESIDENTIAL 039-460-085f _ V/03-0386 1 i PERMIT NO. _ WILEY, KENT - 9286 BREMNER, DURHAM NEW SINGLE FAMILY a. Irrd�� E SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER O � -Address I j eter B ELECT Meter,.By y� JOB FINALED I" Signature 1 A FICE COPY �6 Date 1 /� , � J=OK 0 = NotOK Ap RESIDENTIAL - =Not Applicable • = Not Ready Date UNDE OOR (Plans) OK except #'s oning acks- Easements- Flood -Slope 2. , ain; Soils-Elec. Grnd.-/ /" Ftg. Depth , Garage; Soils-Steel-Elec. Grnd.-//*,)_/" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped MwInold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi -Fire lace Ftg.-Steel • . all -Fitting -Test -2 Way C/O -Sewer Test as Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1erims & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts-Joists-Vents-Crippies 1'5')Access & Ventilation M. Insulation Date7- 7, O Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Perini OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 0 9Kj hower Pan; Test, Firq.F4 or -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel 3. Property Line Firewall & Openings V 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits CIY"'AtO)55. Stairs; Width- Headroom -Rise-Run- Land ing-F;re Protection ci 6.Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 7. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 41k 60. Shear Walls; Nailing -Bolts \\ 61. Brace Interior/Exterior Wall Panels -� nsulation-Walls-Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date F A ans) OK except #'s C!ZE,eps-Door & Sidelight Protectio Landings sTpkrsDetector urnace Vents -clearance -Comb, Air -Connector - In Gelaoe: Above Floor-Ducts-Mech. Protection XD8!G.F.!ath Fixtures & Tub Access -Spa 62;.ec- Tzim'ICSubpanel. Breaker Sizes & Labels 74_-Kr`Eq,arStove, Clearance -Hearth le ut ets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance EI . utlets & Receptacles at Kit. Counter 765-araaer-Fire Door; Swing -Landing -Closure 7 uct in Garace-Damper 7J/Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga ge; Above Floor-Mech. Protection 7 , lec. & Mech. Equip. Listed for Location Z . Elec. eceptacles in Garage (F.F.I.)-Romex Protection lon-Foam-Looked in Attic Gua5,R�ts & Deck Construction -Post Caps 8 -n. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked underfJoor Cl Yes owin tld./Drive es 0 No/Walks es 0 No/Planters s 0 No 84 StLpoe,6 Brown -Finish QOPA.C. Wit Disconnect, Electrical -Plumbing ents 8�ave Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8daaJre.W€II, Disconnect, Electrical, Plumbing 88. Exterio�,E< Trim, G.F.I. Receptacle -Underground 8 til- rouahout House .981'Cogpefions from Previous Inspections 92 -'Gas T eters Tagged, Gas -Electric 9. at a .er Connected -C/O to Grade -HD Approval n Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkl Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK 0 = Not OK . = Not Ready Applicable, DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date Card B-1 • Date Card B-1 Date POOLS (Plans) OK except #'s Date Card B-1 Date Card B-1 Date 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s . 5. Elec.; Pool Lighting; 15 Volts-GFI 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. Light Niche 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Card B-1 Date. Card B-1 7. Water and Sewer Connected -C/O to Grade=HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water. and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 • Date Card B-1 Date POOLS (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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift V1 FIRE WALLSOccu anc Area Property) Gypsum Board e 1st Layer 2nd Layer Walls Ceilings COMMERCIAL 63-039,6 t V=OK O = Not OK = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM Permit OK except #'s r Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection 18 .W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -FI or -Grease Trap 20. Ha cap-W/C-Backing as Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date ELEC ICAL (Permit) OK except #'s up-lixture A Transformer Clearance -Ins. Protection 23. Si e P e -Three Phase -Equip. Bond -2217"SizAw4oxes & No. of Conductors -Stapled 2 . omex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bo d Gas & Water Wiring -90° -Protected -Color Coded 2 Subfeed Wire Size / / ga. Cu or A A.C. Wire Size i37 ga. �r At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card -1 Date Card B-1 Date MEC I L (Permit) OK except #'s D Insulation & Support V Fa xhaust above insulation Co nsate Drain & Overflow; Size & Grade urn ce-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3z,46t'ic ccess & Platform if Furnance in Attic 38. H .A.C.-Ventilation-Roof Access Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card -B-1 Date Card B-1 Date FR G (Plans) OK except #'s 0. s , Proper Material & Anchors -Hold Downs 4 . W S uds-Nailing, Spacing & Bracing -Plates -Sound 424BeZng Walls over Girders & Floor Nailing ra top in Walls (rat proof) 4 . ire Stops; Furred Ceilings -Stairs -Chases Date FRAMING (Continued) angw_ost Caps -Anchors -Connectors 47 f Shthing-Nailing-Diap.Chord Splice 48. Firewall- ors-Area-Occp.-Prop. 4EJAAccess; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext oors-Handicap Access fairs; 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 -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date tan 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. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating 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: & Beam -Size & Bearing -Support Fix. I Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) iV COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/965) ,%* - APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _4r.,_ ff S ZONING c T BUILDING PERMIT OWNER 1 T TELEPHONE �n � SO. FT. OCC. BUILDING VALUATION J • REs,F... . OWNERS MWNG AD S ' - t 0-417 TInT.1 ArTT1 rn r . ! t aSr1a4 673 U 12 096.00 CONTRACTOR'S NAME _ - _ - -.. -. TELEPHONE 10 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [FireplaceA M0,00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 975.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 6.36.08 BUILDINGADDRESS 9286 [IMINER CT t Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW ST,'rCLZ FAMTI Y Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE $213.00 ELECTRICAL PERMIT Fling Fee 20.00 "OV OR LESS Main Service 20.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPUS License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1 s owner of the property, or my employees with wages as their sole compensation, wlll 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 WEA TO +�A 46.00 NEW CONST. DWELLING UP. OR ADDNS. 8 ACC. BLD S. SO 3.50FT. NEW .ga1D MULTI.OUTLET @7.50 a SINGLE R AOUTLETPARATC.. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .50 Ex. Occup. p�5 R p)Ep 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $198.27 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 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 forth it ply with those provisions. X Date �'��' _ SignATure o � plicant - ❑ Owner ❑ Contractor Erorgent An OSHA pprm'd is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating OM pplit 8 St: 40.00 Cooling 011111le ( M1 8 Stem 50.00 Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ 134.50 Mobile Home Installation Fee $ Energy Inspection Fee $46.00 OCC CONST. TYPE TOTAL FEE $ 2244 35 HAZ. p, FEES IMP _ i J FLOOD < CDF W PARCEL PD' HO ✓ I V tSSL►E �/ This permit is he eb�y issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON _ the applicable provisions Resolutions to do work been paid. / ? Date ate Receipt No. 370046 $730.25// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Mar 31 04 09:38a LOERKE INSULATION CO.,INC 5308918560 _ p.2 DOCRIFMON OF INSTALLATION N. =01W ordw NEW = MMB F- pedmew Insubbn G. F®UNDA` IOi WA. Resbtanm a•. C 'c + , is :� ►� W .= t ��� ` i� t "', �± :jl�'���_f�i,?� '��. ►r x,1712 i. r ♦ m tai ' installation Certificated Residential CF -GR itlis of thitfl term W sottaty 3rr9 ragaahr manta Glib* AdmIntatra fta CC4s tm &WItOM& but " ba psovidsid and podw&t d7 -D 3' D386 • M.- AA.ms9 '"®`� pa:raaat temr An instailat6on ca;niffoata is requked to tag pomt�ad M the blAding stte prior to the issuame tai ttte raccsries4 r ►mh. This forte may bra usad ka meet theta raq®irements. M SpPUMW caktOW194 l►smd below are the scival aqulprs,eM Installed. NOW ager the etficlaney and type of the appliance s'rtsta must oqulvatent or better than She appliisfTe �a�riect 0 the 0ettl€eta of Comphsnoo Thls c60102de (or ks aqulWant) shall be prapared and signed, by the parson(a) aeilUtnir, overs!! responellity for the 4W&WO M942001N. 1, the undersigned, very that the equipment luted let the category aWig my signature k the smat egWpf!ent Installed snd that the equfpmant rf"Nu or exceeds that requirements of the Appllar= Effie ..fir Standards. In addittlan, I Baty$ KerAkd that the oquipmerd Is equivalent to or more efficient than tate equipment spscq';ed on the 0artlfW9 9f Comptfamm submitted to damanatratre compknce with the Engrgy'E€i%iency SjAndjrft1,ct rosideri tel buttdinp. HVAC SY MS Moto: Hvdronle boiler frnforrnatinn is enterer here. Other hytt ptc or con3tNned hyd*nlo oqulpnwM to fisted under +Arctar Hinting Sysism, s. 33aatl ? Equip. "EC CerMled Actual Dlstrlbutlon duras or Haattinp Load H401 Type (3urrtpce, Manu!. Mak* 1; 0016ns iy ttrtd - Pltftg Moiorspovor. Equil cEdr esnif" Ong riquip. Compraa2ear Unil Actual 01stributlon flim or P (ate c ond., Ietonui. Matra & Elffolarmy firms read l�&�+t5 . Or— Ths building dealgn heat lost and dasigit hestSain We have been. determined usMg a tnrathod d�fiad in sactlon 150(h) c( tho Energy Effieler;cy Sta dards, Sind aria No of the criteria used for 1WIP Ont $twlFs an0019M II, 0019 slgnstwo Date wAnp, HF.A►'lwo sYIE�Ems willar Heroin;; CEO HVAC Eubar+tWor (sA" . Pdwro) or Goff Rl t unkaoior or ON Sar >Etargy' Ratodt Tank F:acW or external Tak 9ystarn Type ma nue? Mak Input w 0ova5i~1o8sAeC " Fr3SUHt6ari ^Yatu® sfor a rsa4 etc ) Madsi Numbor or Blue (vallorial aiWsmr t, For *mslf gas sioragle (rated Input 176,000 SIVI a�, sis4trt rasatatanre sand haat puree et®r ttgatsr&, 9 sat a nargy Fah r• ft lasp4 gas acoreas water ftiastateau (raw Input w75j= MM, flat RaW inp, Flommty Eff—riencl and t3iran4y L06e. V;)r fnstsniamv�ws ass► ewater hasten, Pat RatedlnpLq and t'tmve!y EIt9clenay. For InVentsnecwn etemtrla ®nater hostwrs, list Rated Input. FAUCETS Or SHOWER HEADS All f aucetm and ahowsrlteads installer! are listed in the Commisslon's Dltactnry of 0enifled Fnuairts And ShatwoncQads, pursuant to Thle art. Pafi 6, St bohmpipt 2. Bodon t t t. 9lpn� Date pWmb pt §ubQMW&CW (r%. Nsnte) or Genarai c�ontraotor nr ownc . 9.oAsad J#fknrp 1092 ENGINEERED WOOD SYSTEMS Y,� F -4 A E Certificate'of Conformance Certificate 0 5 4 0 78 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of - Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood'Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with .adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. ,W 0 04%*i Rp011A -4 .0 C2 SEAL 3 Co �fill, IL by Thomas G. Williamson Exe tive Vice President "I, ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 SITE PLAN REVIEW APPLICATION Date: ! — 1 l — C) ANd � — L] — Q Permit Number (if applicable) 0 �— O S 8 (p APPLICANT INFORMATION Owners Name: W i Owners Address Telephone No.: Situs Address: Proposed Use: Parcel Size: PzENT t GN i ,53 AC_ .f2 q31-7 HDLL_P AJ1) AVE uZHflM 3"z- 8HLi 8 Residential In New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved N Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped.Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: O S 20 0, Index Date: {0'"8 —C ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ~ _ ❑ Detached Building Use Form ElEncroachment Permit~�~__ ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R —) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front SO Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:[] No ❑ Yes Comments: `T2-04=� t-->-r-ra E G3 yl s� Vii✓ n 2UD2- OO S f S y �l ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 a Subdivision Map/Parcel Map: %V Q H CVt- L✓I:NN t> tSST 2 Map Date of Recording: -?---MD 9 Lot: 2- to ❑ Use Permit/Minor Use Permit Permit Number: Book: 1 S -2— Page: 29 32 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parceL ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El Page 4 of 5 .*/L -t e`er 3 ya - 9XAP ,i,eo t TO 49 or -- s v ®U P� 63S -,W6- 0es, v 3 jb� s <� /1",T y ���C s ,b .ZO 60,op"e.L 07 Z v ®U P� 63S -,W6- 0es, v Y -JII � t � . ' �'.l : � � •-� , _ �1 � 2...2.x, �. �3�. 3 4'r�. � i / t �r r . A a rjFV IVIV4 COUNTY OF BUTTE BUILQING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �I- OWNER 03 - 0-3 YC PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 11� K41 k W t �' • • • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES z, 411 Main Street • Chico, CA • (530) 891-2751 :F 7 County Center Drive • Oroville, CA • (530) 53877541 CORRECTION NOTICE OWNER PERMIT NO t A routine inspection indicates that the following violations of butte county Ordinances exist at the i above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. l`IO ✓�,9Y );.'p 13z) - 0' Or 7z 4 A r S74 t , K (l G✓/U, 0 U/n 42) /?-,/- L /�r/ o% i -r_ ..',"�v',r, at �. "�,C,� � ,,,.sem,.,_ #�,,.,s„.,..� •'i,,,.. _-�_.. �.-_,� �._--�-,. . . COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE i'A� & 0 3 - 0'3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G" &A, ) 'no ✓IV,/, -' <�/in t2-rz Ws�JA« JWMf11Z-9 0A1 Date ,/` d U f Inspector REV 10/92 t. COUNTY OF BUTTE = BUILDING DIVISION T DEPARTMENT OF DEVELOPMENT SERVICES ~ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE n 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. It you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. .y Date — 3 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address ands uIle corrected. Please notice this office when correction of work is completed. If you ave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. a 6- %� IL mot//PL/ Z-4 z LEGEND NRDS NO RESIDENTIAL DEVELOPMENT SETBACK BSL BUILDING SETBACK UNE PHASE BOUNDARY BUILDING SETBACK LINE EXISTING OAK TREE LEACH FREE SETBACK (LFS) NOTES 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION PURPOSES ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. A SOLID FENCE CHAIN LINK, BRICK, BLOCK OR SIMILAR MATERIAL, NOT WOOD, A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 2 SAID FENCE SHALL BE CONSTRUCTED ALONG THE SOUTH LINE OF PHASE 2 AND LOT 'A". 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION. SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL ` BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE 11 OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FOR ROADS, DRIVEWAYS. OR BUILDINGS; A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. I�2 2c 3l-3�-n1 ADDITIONAL INFORMATION SHEET DURHAM LAND ESTATES PHASE 2 A PUBLIC STREET SUBDIVISION BEING A POR77ON OF THE . REMAINING LANDS OF DURHAM LAND ESTATES PHASE t BOOK 151 OF MAPA PAGE 71, ALSO BEING A PORTION OF THE SOUTHEAST 1/4 OF SEC77ON 25, TOWNSHIP 21 NORTH RANGE 1 EAST AND A POR77ON OF THE SOU774WEST 1/4 OF SEC77ON 30, TOWNSHIP 21 NORTH, RANGE 2 EAST, M.D.M. BVrTE COUNTY CAIJFCFM for RICHARD A. AND NICOLE PETERSON Nortm-Eff CIVIL ENGINEERS • PLANNERS • SURVEYORS 20 DECLARATION DRIVE • CNICO. CALIFORNIA 95973 ENGINEERING (Sm) 893-1600 SHT 3 OF 3 AP# 039-046-040 ZPORTION) JUNE T?C )c) l< /srz 0�/g'��' 31 m QK 33 t i f t` w aZIPT, —77 �4 .w ,. • (( $ .. y E f3 s K _�.,vf s "r`^ - s a` _ +ice r �4 eA ./ fr.. ! ✓'i ' .2. ..-rya.:,-__.-••--' H '"" A'9E:. .•TSS �a5..•',y'C di1' ydx^"'. n M1 E .wiv i t t , A' i rte- k _ "ika 4"1/'� 4 .. H LD 0 OWN. SCHEDULE A 4 { _ _ Eds ALL HOLDO NS ARE SIMPSON STRONG TIE U,N- . 1A � tb `v i FCUOTING1S1..AB HOLDOWNS SINGLE OR DBL F't'UFt 2500 PSI CO NCR T A S. STEM NAIL / SCREW LOAD WOOD NUTS ! T'fP4 NAPs#i~ TYPE WALL BOLT READ. •� CA AGTY MEMBER �. A LSTHDB NIA 24-16d SINKERS tS 1 a2 r 2-2x STHDB NIA 61, 24-16d SINKERS 2-210 2-2x STHD10 NIA 6" 26-16d 57IKRS88C1 2-2x 6. 38-16d SINKERS 4295 2-2x >r I D STHDId NIA - PAHD42 N/A 61: 1-16d SINKERS 360 2x r#F'AHD'2 NJA 6 9^16c� SliiKelt 1315 2X pp 3 HAND22 2P N/A v t2 -16d SINKERS 2030 2x - . 20 6" 10-SDS114x3 3610 2-2x 5/8 A307 SSTI324 13-SOSI/4x3 4665 2-2x 5/8"' A307 PHD5-SD,33 i q _C t/V" A3tl7 ` PHD6-SOS3 SSii33 6" 13 17 1/4x3 X860 2 2x rte,.',-. •� - ��� & ;.•- .,*,., "'- _ ~```"--.. �',-' J '.; r> L P1-iD8-SDS3 SST834 6 24 SDS1!4x3 6730 2•-2x 7/8" A307 1 3-718' 7460 4x 718" A307 I t w M 7I$ 3a40 4x 1 A307 HD14t `x 7 33 8, G HD2tJA i 1/4"�36" 8" 4-i 13380 6x 1 1!4" X0307 Hol f 1/�. x o 8 5-1" 15305 rax I !0307 i t � '*, w '', .�. � •sem. ' T 5 - , 71 v '—: a I 1 „y f 1 1 I; r � vW-0 1$_ if f of ,,......-- . y � a•. e t ....� � � " ai t � ', Y. p w cl 0+ i. #: �5 00 —.,,ter ,`••_. � '�i}{.k� ae� � i 1-4 ; _ 1 ,ry� 71"1 1 'j- [EL All" 0�—__-VAP _1� k 0 ` tA P -7--r d4l� tT K., t �A Vill I i �A 0,LL wr J_T_ IL a Pt L �r 4., if, N11 4 Aak V 40 406L, V, A t x/ j�4,y v_ tal V4/ (' Pon �'A -LT7 2:1 IdiT 16;� Lk) r) k,6 R Mbwt L, V-11 49J,�A 1 41 t Vj M a .11 Y__ M $ p, ao .. ....... U144 r WCX) 1) /11�T,11,94 r1l 0, -ca, ��i, v R, Q -0 l, (.4A I. r_qtl� IL IT GO. 1_4 �71 F) RF _1::7_4�L _741- 0_0 Z -, _2 'n� (A tA P, D S K kT APPROVED Buffe Cou realth Environmental : LVh " /A3 17, to r ?, :3 i Signaftirs 1A 3�1b_ U) P� 00.0 IV L F t 4�5 L4 'tj qx) 40 �40 40L 11 u L k r PC69- W-Al L j1_ A_Y_ \1 EAT C TO 0 _4 4�1 9b Ti W6 Z-0 Vr I" A:N/ nmental HGalth Enviro 2 7 2003 California IN f -77 jl� I - 51? ta'. Tr 1_t42v� PA� m - - -6 t 1-10 (9 — q0 W HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FLOOR TO FLOOR H.D. H.D. ANCHOR END NAIL I SCREW LOAD WOOD TYPE NAME TIE SPAN 8OLT REQD. CAPACTY MIEMSER I cs"I a N/A 911 '118-10d SINKERS 1066 2x 2 OS16 N/A 11u 22-10d SINKERS 1386 2x 3 CM T14 N/A 34" 74-16d SINKERS 5707 4x 4 LFTA N/A N/A 160Gd SINKERS 1012 2-2x 5 FTA29 NIA N/A 4-5/81, 28,20 2-9-x 6 FTA5 NIA IT 4-3/4" 3725 2-2x 7 ST6224 N/A 191, 28-16d SINKERS 211-0 2-2x MST37 N/A 3011 22-16d SINK RS '1764 4x IViST60 NIA 14" 48-16d SINKERS 4019 4x 10 ST6236 N/A 181, 40-16d SINKERS 2881 'dx 6 tA \A ------ Lil OL V-4 I tA J. r vk 0 :1= vc P 610) lzi zf I NOTE r11A A To I \Q1 w_/ L f. LAL tA 241f A t.q L VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. GENERAL NOTE: THIS DRAWING BY BOB METZGER O,D,S. HAS BEEN PRO WED FOR THE OWNER ACCORDING TO THE CALIFORNIA BLDG. & PROFE "SIGNAL CODE & THE CONTRACT BETWEEN B.M.-O.D.S. & THE OWNER. FO.I� ANY QUESTIONS I CALL B. M. OR OWNER. BOB METZGER OR O.D.S, IS NOT YEN ARCHITECT OR IN ANY WAY REPRESENT' ITSELF AS AN ARCHITECT OIC. ENGINEER..ALL ENGINEERING NEEDED FOR THIS PROJECT WILL BE FETE` M NED BY THE- LOCAL BLDG. DEPT. THE WHOLE PROJECT is SUBJECT APPROVAL & INSPECTION BY THE LOCAL BLDG. DEPT. BOB METZGER O.D.S. IS NOT RESPONSIBLE FOR ANYBODY'S INTERPRETATION OF TREIPLAN. STANDr'\_RD NOTES: 1, VERIFY ALL DIMENSIONS, NOTES & VIEWS IN FIELD. 2. SEE ATTACHED SHEETS. FOR C,E.C.'I'-24 CALCS. (KEEP, w/ PLANS). 3. HOSE BIBS TO HAVE BACK-FLOW DEVICES. 4. LUMBER; NO. 2 D.F. LARCH TYP. U.O.N. 5. SMOKE DETECTORS TUBE HARD WIRED w/ BATTERY BACKUP. 6. ALL CONC. TO BE 2500 P.S.I.) 28 DAY) 5 SACK MIX. 7, SOIL BEARING RESISTANCE IS BASED- ON 1200 P. S -F APPROXIMATE 9. AJC COND. UNIT(s) NOT TO BE WITHIN 5'SIDEYARD. 10. ADDRESS NOs. TO BE LARGE ENOUGH TO BE CLEARLY SEEN FROM STREET. 11, BOB METZGER IS NOT AN ARCHITECT OR PROVIDE ANY ENGINEERING SERVICES.. ,;1 2 ismN i [,-NAA P <--'J R,c,otr it PLJ�7'ZD EZ4.1 14, P Vo 4 ifs -Fo T P, L kV, P,, Pt O A � t �A Ct I C-_ ,-C TwU 0 C— �A T-Ot . . .................... -A > 7� TL 7E L i Ad A AF A 1^ lz its OL�,ELF GLOSLI-fG AND F son MATS 1 TA a? 41 typo"! zoom low "Ing VATI 002 soon, a. or YP '4T API RAI Raw OL�,ELF GLOSLI-fG AND F �F ,. � < _. Y r �F