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f�, � IwY NOTES Y� 5, RESIDENTIAL t-68 04-0542 �/ /%Ur -o � c PERMIT NO. AYERS, MIKE _ I V � � x-765. 140,5 'NOT Pc. �'D 7D � �� � 239 Cont:CACHICO R NEST DR, LS ;t: CARE -FREE POOLS C--XT9JD 17,"' INTO CX15TInl6 a(44 . NEW POOL (/VIZI ��3 D� �`ot 7G( il✓5TI TL(iE _��Oa- � x . rtl +nP 11 Ti M • SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB STANDARD HOUSING LETTER a t t • JOB FINALED (Date) ` Signature J=OK . 0 = Not OK . NotApplicable Not Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 i 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. I;� / �f •D' 10. Exits; Insp.-Sketch 6 11. Cert. of Occupancy Dat and B-1 Date Card B-1 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-Con nectors 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 i Date Card B-1 Date Card B-1 Date POOLS (PI ) OK except #'s a Easements i s; C ction-Structure Stability 4. 5. o Structure; Steel -Connections -Thickness Dead Men -Lining Elec.; Receptacles and Lighting, Distance-GFI 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 0. P Ab.; Cir. Test -Water Supply Test I;� / �f •D' 1 Light Niche 6 12. Enclosure; Fe Alarms Dat and B-1 Date Card B-1 Date Card B-1 Date Card B-1 C&rv,-1 JNA J=OK 0 = Not OK - = Not Applicable . = Not Ready 2 RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped } 8. Piers -Fireplace Ftg.-Steel i 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 j 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. Elec. Receptacles in Garage (F.FI.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs &' Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-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 O Yes ❑ No/Walks O Yes O No/Planters O 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/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP040542 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 03/02/2004 APN: 011-680-029-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L• icense Class.: C' �� License Number:3d6 K Site Address: 239 EAGLE NEST DR CHI Map Index: Date: ' Contractor: Description: new pool (480 sq ft) OWNER -BUILDER DECLARATION 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 Owner: AYERS MICHAEL & JEAN M permit to construct, alter, improve, demolish, or repair any structure, prior 57 SATINWOOD WY to its issuance, also requires the applicant for such permit to file a CHICO, CA signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 95973-8309 7000) of Division 3 of the Business and Professions Code) or that he or 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).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: AYERS MICHAEL &JEAN M pp intended or offered for sale (Sec. 7044, Business and Professions 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 Contractor:. CARE -FREE POOLS and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed 9 ACYSSOM WAY pursuant to the Contractors' State License Law.). CHICO, CA 95927 ❑ 1 am Exempt under Article 3 of the Business and Professions Code (530) 342-4639 Date: Owner: License #: 380826 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit .s .ssued. Engineer: BACHMAN & ASSOCIATES til I 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 insurance carrier and p6licy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Policy #: Census Code: ❑ 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 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 wi h those provisions. 3 ace? Date:6 Applicant: 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. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti to coo work indicated bove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)A 410W 3Mo 4 Name: BY� ^CC_ Date: O's PERMIT EXPIRES ON: Address: Date ❑ 1 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. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize reentatives of B County to enter upon the above mentioned property for inspection pd o nns. / at~ ��L Print Name:( / Signature: Date: 3 1 X64' ❑ Owner ontractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION JJ 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) U FICE #: (530) 5384541 ) l L DATE AP19: G _ ZONING: NEAREST ROSS STREET: TRACT/LOT#: SITE ADDRESS: _ t J CRY, ZIP: OWNER NAME: �Y�� r=ozs PHONE X93 -3a¢ STREET ADDRESS: � GL� FAX: CITY, ZIP: �' <<<Cj � r -- APPLICANT NAME: PHONE C oax- 3 -g�3y STREET ADDRESS: #c (j W C FAX CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE STREET ADDRESS: FAX: CITY. ZIP: E-MAIL LICENSE NUMBER LICENSE TYP� .5 �3 ARCHITECT/ENGINEER NAM d-(-� r�lJ PHONE STREET ADDRESS: FAX CITY, ZIP-. LICENSE NUMBER E-MAIL: DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (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 fees will be required. 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. For office use only: Notes: Application Received by: Date: Receipt number: Amount Received: 0L(- 051 -2- - - dao - 02.g Z39rov5� �s n COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER U Proposed Building Use: ) Counter Technician: Date: Items required in order to apply for a permit, All boxes MUST be checked OR marked NA in order apply. 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. ' 0 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 �J( 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ 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 clr 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 .............................. ❑ 22ity of Chico Plumbing permit........................................................................ California Department of 01b plan.approval ❑ paid. Sent by: ............. 24. Planning approval (A) Us(B)Parking: (C) Parcel Check: 25. Contact Land Developme_ 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......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: --:Z./ When issued Telephone- ` ''' ) and hold for pickup. r I have been informed of the above items and requirements for obtaining a building permit. the aboveitems numbered: Date: / e Plan Check Letter nsigner, owner, was advised of the above data by �e, ❑ mail, ❑ counter, by r, esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by ewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Date: Z Date: Date Date: S TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -PVA(?, r -S ner Plan Approv for 71ring. Clear dw Other E.H. USE ONLY Fiat Plea Attached Root Plan A4a ea . 0� - Son t BD.,% ". � Hold final for: Final clearance O.K. for: NOTE: Enviro mental 1- 8/96 8/96 Specialist Supply: Public _ Pr�ivr Well NOTES T. RESIDENTIAL _ 011-680-029 J YU3�0402 PERMIT NO. _ AYERS, MICHAEL . EAGLES NEST DR, CHICO NEGLE FAMILY VILS oe` 6-1 cnb l/ `J SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. d SPECIAL INSPECTION ITEMS ' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER --_�. OFFICE COPY Address C Hz'r"p I GAS Date S��s ' Meter By ELECTR C Date Meter By JOB FINALED (Date) Signature COUNTY OF BUTTE q, • . • • • • • • - 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 A OWNEW 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 Vted. If you have any questions pertaining to this matter, or need additional explanation, contact this office immediately. a 1 L I 10 L-A t rz d-� G I r Date —7 ' /' L Inspector REV 10/92 r -COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE oi- olp� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ` . -227- -- i VY r - I Date �" i v� ! 0 A Inspector - _ A REV 10/92 74--'� COUNTY OF BUTTE i BUILDING DIVISION ' ' ' ' ' ' .. . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, -CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. S COUNTY OF BUTTE BUILDING DIVISION r= DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE i._ oe 6WNGh— PERMIT NO. Fw. e• A routine inspection indicates that the following violations of butte county Ordinances exist at the V above address and should be corrected. Please notice this office when correction of work is =r completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r - . I ], 7� 1 – _t I I v — / r/ _ Date v Inspector REV 10/92 , P�. i4 iA IY'_t . • v I k• - Date v 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 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, prise contact this office immediately. r� D21 /6, Q3 Inspe_cto REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive - Oroville, Californib 95965 - Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT 4�' ASSESSOR PARCEL NUMBER 1 ZONING ,13_ BUILDING PERMIT OWNER YtIEFMONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING AD RESS _3404 CONTRACTOR'S ME °N NA R3 183 816.00 294 U 5,292.00 485 U 8,730.00 CONTRACTORS MARINO ADDRESS 170 open 1,190.00 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 9nA_A 1 -on ARCHITECT OR ENGINEER UCENSE NO. -Filing Fee $ 20.00 Permit Fee $ 19014.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 659.10 BUILDINEnergy rn Plan Checking Fee $ 23.00 PERMIT FEE $ 1,716.10 LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 4 7.00 98.00 - Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE s 193.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo°A OR LESS 23.0o 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,pLq°�IpT and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Lathe following reason: Vas owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To L000A 46.00 NEW CONST. ( DW %NG OCCUP. So 14 OR ADDNS. a ACC. S.3.52FT. . 41 MULTI.OUTLET @7.50 a OUTLET OWELER APPARATUCIR.S OUTLET 20 °'.00 Ex. Occu BAL o .50 FIX1 Ex. Occup. o. (RRM.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 189.41 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.) M I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith comply with those provisions. 1 _ O'3 Date Applican - Owner ❑ Contractor ❑ Agent 4SHAmit is req for excavations over 5'0"deep and demolition or constructionover 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating ] __20.00 Cooling 1 25.00 Hood 1 6.50 6.50 Ventilation 3 4.50 13.50 GAS FIREPLACE 3 15.00 45.00 PERMIT FEI= $ 130.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Mt cor�u�r ' TOTAL FEE $/-2,2/74./51/ HAZ. IMP FLOOD COF PARC PO HD Issu This permit is here issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic d or hich fees have been paid. By Date C PERMIT EXPIRES ON f J I ' ate Receipt No. fi Q -739r 2 1 WHITE-D.D.S.-B.D. CANAAY-ASSESSOR PINK-INSPEC OLDEN ROD-AFOPLICANT E.H. USE ONLY • l � •� "�` _ �.:.-\sem" - _ _ Piot Man Attech�d Rsa oPlan Annschod Senn in B.D. / TO: Buildi g rnent FROM: En ' on enta - SUBJECT: Sanitation Cle L¢ Dcq — c121 �n caner LftAtion AP# Plan Approved fo : Sewage Disposal Water Sup ty: Publia- Private Well Cleance for dwelling. Other .. e- H final"for Final clearance &0for: NOTE: 8/96 Date +'+^�'dTv^'►vf*c�'nr.�,q.YY1✓'AS+1Y1�(�'+n+'�'.-,',..ti.,.�,_'�r,...�;:�9,�.r,,..,�.�,,,,,,rti,y,...,,� va•t�ww:,,/err}n..-.wy,,,,...�.�r.��f`r^x"6r-r,:R'..tie:r•..,.re•:ii._�'",�,:�i�a{,y. G� COUNTY OF BUTTE -DEPARTMENT bF DEVELOPMENT SERVICES -BUILDING DIVISION "* 7 County Center Drive Oroville CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBaR) . ✓ l C (�/)J v V Proposed Building Use: Counter Technician- Date: Items required in order to apply for a permit. All boxes MUST be checke O marked NA in order to apply. L. Plot plans, 3 or 4 sets, signedty the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down. or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, .(C) Elevation views in triplicate (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the engineer. Iteaslequired 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 NA 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... Ej 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other R aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ................................... 5. Statement of Intent for Non -heated and A/C Buildings ...................................... '..• 16. Sanitation and plot plan approval from the Environmental Health Departm t in 17. City City of Chico Plumbing permit .......................... . ................ .. . . /18. California Department of Forestry plan approval [paid. Sent_ by. .� ............:.. ❑ 19. Planning approval for (A) Use: 0 )::�, (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 021. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre-In,�spdction for required ................ ❑ 23. Contractor's license information. umber, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Ca ier nd Policy Number ...:..........:.............................. 25. Owner -Builder Verification ( Given to owner, ❑ Mailed to owner) ..................... 276. Letter of Signature authorization..........................................................//..... . Recorded copy of Agricultural Acknowledgment Statement..-;?.neP.. a'ne.. . �1�? r1 j . / -L — 03 iPt1-rL3 ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.........................................................' ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone -' and hold for pickup. I have been infer ed of the above items and requirements for obtaining a building permit. � , Applicant: Date: 1. Index permit pp cation for the abe a items numbered: ! , Plan Check Letter i 2. Additional itesrequired Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, ow w�+as advised of the ab ve data by ❑' phone, ❑ mail, ❑ counter,��y Date: - Plans reviewed by: li Date: �� Plans approved by: �� y Date: Structural reviewed by: O Date: Structural approved by: ff. Date: 0 Note transfer by: Date: �' L Yellow Rnilrfinolnivkinn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 (J)JM1Vd SCHEDULE OF FEES DUE OWNER PROPOSED BUILDINGSE 1. BUILDING PERMIT FEES 3 / Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ......... ..$ 2. SCHOOL DISTRICT FEES IV Co i% (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ 3&0 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES 4 (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC. 3'1ob�/ � Il•o At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE` Pursuant to Gov rnm nt Code Sectile 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your sect. 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. 6100) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District CC C( Building Department No. A.P. Number it —(A10 -0Jurisdiction:�� City County Property Owner m i G � • ZI- 3e_oyyl A u e -y- S Property LocatioNAddress rq eQO P Subdivision Residential Development No of [Living . Mobile Home �.z �.,._�:"""',�`•,Y"',:,."'`s"'_�.��a..":;"�,"Unds:""�;.;Installatidn•' Commercial/Industrial New Building Department Representative 0 Addition z- Lot No. y a3- 0Va ....................................... :.� ................................................, Sq.ootage F s Addition/ Supplemental to(Group R)• Giinversion= -Perm it:#r�.- *(No foundation inspection): ................................................................................................................... rians reviewed ov 5cnooi uistnct District Identification No. ,{ School District certifies that (Street Address) ICity) has complied with the requirements of Resolution No. representing . = -r. ..�-- U _ - . = quare feet._.. H School Paid by Check #'` Remarks: a<; Sq. Footage (Including Exterior Roofed Areas) f Date A -e. o—o nM k e a -e 4---1-e-vs (Applicant) (Phone Number) i (Zip Code) 1-7 _v 7/ by payment of $ A- J r JtO FULL MITIGATION s Z2- Lo#3 Date Notice: You may. protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition 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) feeform.xls 00/98)dmm BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RpE^�CREATI/ON AND PARK DISTRICT Assessor Parcel Number(s) —029 Property Owner Project Location/Address Subdivision Lt 4: Lot Number(s) '"► Residential Development' (check one) New Development _Alteration/Addition. _Mobilehome(s) _Non -Residential,. to Residenti4 °rTotal.:'Number-of:.uriits Comment: 41 10 - Building Departmenta resentative Date Chico Area Recreation and Park District(CARD) certifies that (Applicant (Street Address) Phone Number) .- C,,,k�Q*-1c C* q�sn-1 ?--., (City) (State) (Zip Code) "has °cofipliedywith, t1? •requiremeiitsof•-Btitte'Co.- esolA 1 'No. 90=1'40- by payment for / dwelling units @ $1,189 for total payment of $1 /b 9 CARD RepresentativeV Date PAID BY CHECK NO, X003 REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fec (form revised 11/90) F f`Ye(Aow- utf,'600o,. Bui;l.d ung Dept. Goldenrod --City of Chico Building{'i•eoptl. O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide therajor labor and materials for construction of the proposed property mv6vement : YES �/ NO ❑ I HAVE W HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: DRESS: CITY: CONTRACTOR'S LICENSE NO. 4. I plan provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: 5. I will provide some of the work indicated: NAME CITY: CONTRACTOR'S LICENSE NO. work but I have contracted (hired) the following persons to provide S PHONE - TYPE OF WORK DATE:�_a' 1 ( — 0,,� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. O.B.- I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4rely, C. Vi ira, C.B.O. r, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Q I��, Qd��es5-� P� � `�d�' a �` j. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-754x 3 (ReV.12W5) " APPLICATION AND PERMIT U Asse�oRPaRw.r+ue�Ei+ / � �, 2O1'QNO � ® LDING P C SO. FT. OCC. BUILDI 41 °uu'A ✓tel %/ 7 F 111 1.,. VCONTRAC'TOR'S MAL NG Hood 6.50 )\ ConstswcnDNtErmsl ARCFDIECT OR ETtGFXDi UCEIiSE N4 LENDERS a AHM ADOR OD . i� `01 Total Valuation Hood 6.50 )\ ARCFDIECT OR ETtGFXDi UCEIiSE N4 FiGn Fee $ AMOVNT Rpt) 20.00 AACIO= OR ENGNEETS MALL 0 ADDRESS Permit Fee P RMIT FEE S ( , Plan Checidna Fee latigJD $ Mobile Home Installation Fee $ 1 ewowGADaREss S Energy Plan Checidng Fee 3 Energy Inspection Fee $ i 20 (-,U -r-FS S PERMIT FEE 5 S TOTAL FEE $ - = LCT°m Sus°mstDPrsKum PCO' AMP PLUMBING 'PERMIT Filing Fee 20.00 CDF Each T 1 7.00 USEOFSTR1JCiURE j , ! q A(r This permit Is hereby Issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work Solar or heat pump water heater 23.00 Indicated above for which fees have been paid. SF,A Duplex E3 Mobilehome 13 Other Water piping 15.00 sP�uv Each gas water heater or vent PERMIT EXPIRES ON 15.00 MWE•D.D.S.•B.D. CANARY -ASSESSOR TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New Addifi°n 0 Remodel 0 I.Mrass O on O nther E Building sewer 15.00 Mobile Home S G W @20.00 Describe WorkRVM7 PERMIT FEE S CTRICAL PERMIT Filing Fee 20.00 Service 2n0A C'm tEs�s 29.00 x-0: > : , C3 5 3 p Service 20M TO +�► KEW C 46.00 y-� Dus. iAce• raDs 9.5Qw�O FE @7.50 P°WER APPARATUSa smmm oungr cmOecu . CunEr oR For ffm 20 ® t M SAL ® so , ' ° 5.00 �Occup. *P°'3tMIT FEE PAU> $ � � � �v Temporary Service 29.00 shy �vL$ 1ut��♦♦ Mobile Home Facilities 20.00 Mist. Whin 29.00 SflG:�iF� $ �'1T $ PERMIT FEE S �+ ��i� . MECHANICAL PERMIT Filing Fee 20.00 $ Heating I '70 - Coots ( ?-45- . i� `01 Hood 6.50 )\ Vqntliglion A-5-0 AMOVNT Rpt) S P RMIT FEE S ( , Mobile Home Installation Fee $ 1 Energy Inspection Fee $ i *R• i�ui�s �60 � �N TOTAL FEE $ - = A TO a Kli ATO CO MAZ CDF u: (� This permit Is hereby Issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By . Date ReceiptNo. PERMIT EXPIRES ON MWE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENR007A PLICANT to r_CC3K0C_-_- ARChITECTURE {- ENGINEERING f CONSULTING May 6, 2003 Martha Christy Philo Hunt, P.E. Department of Development Services Building Division Re: Michael & Jean Ayers Plan Check Letter Dated April 21,2003;.Building. Permit 03- 0402; APN 011-680-029 The following responses correspond to the plan check items on the letter dated April 21,2003. Structural Comments: 4. See sheet S5-1. Revised details. The stem wall is part of the overall footing and reflects the required 6" minimum. Have revised footing base to 10" minimum. 2. See roof plan sheet S 1-4. 3. Added and revised 4. See sheet S5-2. ' 5. See sheet -S5-2 detail 9 6. Standard 2X6 double plates at all exterior wall lines. See roof plan for shear transfer and strap for chords/connections. If there are any questions or concerns please give us a call at 892-8008. LARRY J. WARNER AIA C51 c1 9689 10 DECLARATION DR, 5TE.D, CHICO. CA 95973 F-530-892-0392 V7530-892-8008 WWW.AECGROUP-COM E-MAIL AECGR0UFW5N.00M April 21, 2003 Michael and Jean Ayers 57 Satinwood Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-680-029 Building Permit Number: 03-0402 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: Provide one No. 4 bar minimum at the bottom of the footings per CBC Sec 1806.7.1 and provide 6" minimum footing depth above the bottom bar in accordance with CBC Sec. 4.915.7. 10, V2�.�ecify roof framing of courtyard tower. rovide shear walls at lower level lines C and D as specified in the structural calculations. Pr ide shear transfer details depicting complete lateral load path from the roof diaphragm to e foundation at all designed wall lines Provide detail of roof diaphragm connection to interior shear walls. yC� Provide collectors and chords to resist the diaphragm forces shown in the structural calculations. Specify splices, straps, etc. where required. 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 Plans Examiner cc: Larry Warner, Architect 1 of 1 Philo Hunt, P.E. Plan Check Engineer LOERKE INSULATION CO., INC. INSULATION CERTIFICATE MMERWIM -M DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resislance (R V 2, CEILING Batt or Blanket Type Fibetgba&Bgftt Brand Name Johns Manville Thickness {inches) ' 3 Than* Resistance (R Value) Loose Fill Type F11:011assBrand Name Johns MaW Conbu ods min. installed w I9 R sq.' b. Minimum ThIc kt ind.. Manufacturer's installed vOilght per square hoot to achieve Therm R (R Value) 3. EXTERIOR WALL Material _ Flbamtass Boa Thickness (nchea 4, RAISED FLOOR Material FJ aaft ThICk ness (ink nes) •� S Brand Name Johns Manx Thermal Resistance (R -Value) t Brand Name Johns Manville Thermal Resistance (R Value) 5. SLAB FLOOR / PERIMETER Material ---- Brand Name Thickness Perimeter Insulation 6. FOUNDATION W Material Thickness aches).,_ DECLARATION Themnal Resistance (R -Value) In wX ffi8 acwrt"�t�%onlhe�n��derttial �4,arti��fom a�C�e of Regulations) as In NMRAES:k�npBance.where C`�� 'S` -b,-- �S 3.3 - oy LOERKE INSULATION CO., INC. GenertaDow W carCo. tugs groa Instalftsulm CO General onhakar (Co. ame) ro r Genera! Contractor Co. ame Orame r r J=OK 0 = Not OM . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Locatiori-Test-Wrap;-/ /" L 'ft. / %' Nat. or/ /" L "ft./ P LPG Roof; Shthg-Roofing 7. Well Clearance & Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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-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 = OK = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UND FLOOR (Plans) OK except #'s 12. ning-Setbacks-Easeme -Flood-Slope 7 ( ,.304g., Main; Soils -EI rnd.- " Ftg. Depth 14. Ftg., Garage; Soils-Steel-Elec. Grnd. /" Ftg. Depth 15. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 16. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 3 6. 5ternwalls, Garage; Steel-Blockouts-Wrapped Ho owns and Special Anchors 3 ab, Steel -Wrapped P rs-Fire lace Ftg.-Steel . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date, / 6, Card B- _ Date Card B-1 Dateg', )41,,33 Card B-1 r6 r Date Card B-1 Date RNIVIBING Permit) OK except #'s . W ter ., Vent -Access -Combustion Air Baffle a Pi e; Test & Anchor -Nail Protection 1 V.; Test Fittings & Anchor -Nail Protection be Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24 fixture & Transformer Clearance -Ins. Protection 2-5., Elec. Receptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled 2 gomex Installed Close to Edge of Studs & C.J. 28. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 . 2 Appliance Circuits in Kitchen & Conductor GFI 30. Subfeed Wire Size/ /ga. Cu or AI- ire Siz X31. Range Circle/ /ga Cu or AI -Oven Circ. / #@a Cu or AI Insulated Neutral ❑ Yes ❑ No 3 . Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 34. -Clothes Closet Light -Shower Light -Spa Light 3 moke Detector Date ( 0y Card B-1 (�,� Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 A.C. Ducts Insulation & Support 3 Vent Fan, Exhaust above insulation 38 CondensaW rain & Overflow, Size & Grade mace -)a Access -Comb. Ait-Return Air Vent 115 Outlet Dat2SA�jCard Attic Access & Platform if Furnace in Attic B-1 V- Date Card B-1 Date Card B -i1 Date Card B-1 Date F! /j ING (Permit) OK except #'s 4 . Sills Proper Materials & Anchors 4$/ Walls tuds-Nailing Spacing & Braces -Plates -Sound 4�,S!arinl Walls over Girders & Floor Nailing - f raft SIlop in Walls (rat proof) „ M°^ W Fire Sto s, Furred Ceilings -Stairs -Chasers -Tubs 41V Header '& Beams -Size & Bearing Date FRAMING (Continued) 4.. Ha ers-Post Caps -Anchors -Connectors 4 ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 4-Firvulace Ties or Type A Flue -Fireplace Throat Clearance l,%PAtti Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5Vffdrm. Windows or Exiting Doors -Sill Ht. & Imensions G age Fire Protection Framing -RC qtKnC ,4 53e,Prooertv Line Firewall & ODeninas in�v 54, -,Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width- Head room- Rise -Run- Land ing-Fire Protection 5 ywood on Roof Overhang -Attic Vents -Rafter Outriggers ing-Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents -Un erflr. Access GI ing Area -Glass Protection-Skylig hti Plastic f 60 ar Walls; NaWK-Boltg 6 race Interior/Exterior Wall Panels / Insulation-Walls-Cei I ings / 63. Infiltration -Walls -Windows / Date?,16.FJj Card B-1 C/t/ Date Card Date Y Card B-1 i Date vn- Card B-1 Date FIN (Plans) Ok except #'s 6X . Steps -Door & Sidelight Protection -Landings e5o."'5T2ke Detector . Furnace Vents -clearance -Comb, Air -Connector- f arage; Above Floor-Ducts-Mech. Protection J e room Exiting F.I. & Bath Fixtures & Tub Access -Spa 5fec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails -J_i- Fi ace or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure !!:;—VC. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. PI .; Pec. & Mech. Equip. Listed for Location 7 e . Receptacles in Garage (F.F.I.)-Romex Protection SO -Foam -Looked in Attic ll�Wquard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ earance Looked under Floor ❑ Yes Following Instid./Drive O Yes O No/Walks O Yes O No/Planters 0 Yes O No 84. tucco Brown -Finish XC. Unit Disconnect, Electrical -Plumbing ge Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W ter Well, Disconnect, Electrical, Plumbing aWo-Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Wfitilation Throughout House ass Protection Corrections from Previous I pectin a 9 st-Meters Tagge*tas-Ele6tric bT V6r & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates Address Posted Q�, Fire Sprinkler Dat ,0 Card B-1 Date Card B-1 Date04-42--Z-and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: September 24, 2003 Michael and Jean Ayers 57 Satinwood Way Chico, CA 95973 Department of Development Services Building Division. 7 County Center Drive' Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-680-029 Building Permit Number: 03-0402 (Revision) The plans have been reviewed, and comments are listed below. STRUCTURAL COMMENTS: 1. CBC Chapter 17 requires special inspection for high strength concrete. Special inspectors must be approved by the Butte County Building Division. Please provide name of the special inspector that you intend to employ or revise the retaining wall design to use concrete with compressive strength of 2500 psi or less. 2. Please revise the calculations to use Class 4 soil values per CBC Table 18 -I -A or provide a geotechnical report to substantiate the higher values used. 3. Please specify how the rebar will be pinned to the lava cap. (i.e. material used, hole diameter, etc.) 4. Special inspection is required for pinning to the lava cap. Please provide name of the special inspector that you intend to employ. 5.' The calculations indicate that the retaining wall will be restrained by a slab. Please show location and connection of the slab on the retaining wall detail. 6. Please clarify where the retaining wall is to be located and detail attachment of the floor and/or wall to the retaining wall. If you wish to discuss these requirements, please call me at (530) 538-75.41 between 1:00 p.m. and 4:00 p.m., Monday through Friday. 8 e,, �_ <� Philo Hunt, P. . Plan Check Engineer cc: Larry Warner, Architect 1 of I i Sep 25 03 09:38a AEC GROUP/WARNER DEV 15301892-0392 p.1 AEC GROUP FACSIMILE TRANSMITTAL SHEET '1*0- MOM: Philn Hunt Lucy J Wuncr.ATA COMPANY: I > AIT: Butte County 9/25/2003 YAX NUMI'L'll: 'IVYAL NV. VI' VAULJ INCLUDING COVVA: 538-2140 One 1'HUNF. NIIMHF.R-, RL'1'LRILNCL' NUMDGR: 538 7541 Aycrn Pcrrnit # 011-6110-029. RL•: YCFIIK 1111.11 RII.NC:II NI)MURR, (Ayvs Permit # 011'680,1029 Ayers Permit 11011-680-029 © URUENT m FOR Rrwmw 1] PI,F?ASR t'i 1MMN,.NT 0 PLEASL'' RLTLY 13 PLEASE RF.(;YCLP 'PHA! INMOKMATiGr1 C01,1TAINCb IN TIM PACr.IM1LD lOvOlt L',I Juu'i ANu Arry i .-(,tJPIn?NnAL IWORMATIn23 ANG I;' 12JLY f! 11t YJL U9L' UI•'171L' 1CLCfYICMT TJTP.Nn1111 II,CSIMDNT, OR. 7111' L'MI'LOYCC OP,A•SDNT Itr!M?,%51DI.A Ti)DT1Ll' AMI T)ILSP.MINA'fiNG nK -.nPYTNr. i IP Tests nM}.17Ni[.ATI�'N 1; ;TRi': TLY 1•Ir PLRAnP. Nr.11PY IIC 1MMP,GIATCLY PY TCLL!T'lli Itt L' Sll'I'ILA'I' WL• LAH AP.KA1,110 'UMUN'I':S ALCUMYAN111t: I.1' 1!: PKIv 11.V.r:Pn AIJn NUU UI•I'Did "TU- LINH AHOVS. IF YOU ARD NOT n 1P Trilb II'1r0rMAT1UWJUTr11' u•rrl:runaJ KecIF1F.Wr, UITUiI. u- VL'U JIAVi( KI.:EIYtiU TH15 h'Ai:ltl itYJtOY,, IX.THG r.b'1'VKM Uh"1'HH DOCUMENTS TO US. z Com M PNTS- Philo, IS o1� . CLASS Ig- I -A (z,�u���s ISO PsF/F PA -5;(V P�Z�3 . (CALC-s Stiav�25o 0-v5 Su nt tj G azEFF. (C hLc5 Slow 0-30) We used 1500 psf soil hearing as this has been a Standard that the cowity has used and irl I'Act wax used for the Fowl laiion for Oil,;Ivnnit that was already issued. Can we st-ly with the 1500 pst'soil bearing as this is in lava cap whidi does generally have a much grAler,wml bi:Aring? We had done inspections for the pining; ini1) I'Ava. anti hai I writtCn ;Irl im-pcction_ letter. Is this OK? Yas We also used the lava cap as ,u1 equivalew In a slab For resisting sliding as the wall am pined to the bra and the cap acs the same as a small shb would for resietance. Ts this (-)K? YG s I will he out of the office fmm nnnn until Monday SO YOU CAR I;AX yc)ur t`sIwnsc ;cod I will get it f4xcd tv me. 1) •Ibanks, yoj NltkY Use G V>�Wt�3C f' �owN liv ^T'�%E C-4LCS Larry (,F- B A. VC- t-,)ONIF ^N OtWT-; S G �L k o ve5T(6AT U014 yo\) k9G A UE: -*%NZ- 1 Ar_C GKOCJF 10 DECLARATION DR. SUITL• D. I:HILU, LA YtiV73 v yin H97•nolin r•.5;n.Ro7.n1!1; ASC GROUP ARCHITECTURE, ENGINEERING +CONSULTING 9/3/2003 Butte County Building Department RE: Ayers SFR I have reviewed the pinning installation with the contractor and take no exceptions to the installation procedure. LARRY J. WARNER AIA C51 c'9689 10 DECLARATION DR, 5TE.D, CHICO, CA 95975 F -55O-892-0592 V-550-892-8008 WWWAE.CGKOUF.COM FINAL AECGKOUP@M5N•COM I Larry J Warner AIA AEC Croup 10 Declaration Dr. Suite D Chico, CA 95973' Y-530.892-0008 F0530-892-0392 l55woo ulzr, KW-G&UB2 , vet 5.5.0, MSeP-M0_7 'rifle: Dsgnr. ueserlpftfi: Restrained Retaining Wall Design Stem wall @ dining area Griteria Retained Heigh - 9.25 It Wall height above soil = 0.50 ft Total Wan Heigh = &75ft Top Support Hem = 5.00 it Stupe BehbW Ways - 0.00:1 Height of Sal over Toe = 0.00 in so#Densly = 110A0pct Wind on Stern = 0.0 psf Surcharge Loads Surcharge Over Heel � 0.12 psf -NOT Used To Resist N&W & Overturn Surma Over Toe = 0.0 psf NOT Used for Sliding & Overturning Axial Load Applied to Stem AM DM LMd = -imams- A)" Live Load =24D.0 lbs Axial Load Eccentricity = Soil Data Allow Soil Bearing = 1,500.0 psf Equivaterd Fluid Pressure Method Heel Active Pressure = 35.0 Toe Acthe Pressure = Passive Pressuie Waterhelght over heet - 0.0 R Footingried Friction Allowable Sal Freight to Wme 1,863 psf for passe pressure = 0.00 in J00 Date.- 11:02AM, 7 Ak 63 Page i rPEpA(, IRISNXT)aJ 9! VEY,tu 1 f2EW Footing Sfrengths & Dimensions Pc = k__3 OFy = so,000 psr As *A = 0=4 Toe Width = Heel th - 51) WKITotal Footing Width = 215v Footln9 ThWiess = Key Width = Key Depth -Y MAI -Evora Toe = Cover @ Top = 3,00 in iJniform Laierai Load Appiied to Siem T Lateral Lsad = ODAIR _Height to Top = 0.001 ...Height to Bottom 0.00 It V7 L o o (L I W IartA.- 1110# Total hearing toad = 1,513 !bs ...resultant ecc. = 0.83 in Soli Pte&ure fae = 1,287 psf OK Soil Pressure @ Heel = 730 psf OK Allovrabla = 1,5w_psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,863 psf ACI°Fe0oredQfiee = 1;057 psi Footing Shear @ Toe = 14.3 psi OK Footing Shear.@ Heel - 5.1_psi OK Allowable = 93.1 psi Reaction at Top = 816.8 We Reaction at Ratforn 963'5 Itis Sllding. -Calcs -Stab. Restats.Ati.Slidirrn�gg�! l aleral Sliding Par8T "9825 M Footing Design Results k 0,0 ft Footing Whtth = e Fact bbd Pressure - 1;863 1,,057 psf W. Upward = 486 0 ft_ # W. Downward = 49 so ft-# Mu: Design = 437 so ft-# Actual 1 -Way Shear = 14.29 5.13 psi Allow 9 Way Shear = 03. fi' 03.1 i' psi Thft*" S - 6.00 in FY Wall Weight = 72.5 pef f c = Stele -is F FEED to top otfooting 0.75 ft 0.75 � M 10.00 in 0.666 0.00 in 0.00 It @ Btm.= 3.00 in Adjacent Footing Load --� Aunt Footing. Load - 0,0 ft Footing Whtth = 0.00 ft Eby = 0.00 in Wan to Ftg CL Dist - 0.00 it Footing Type Line Load. Base Abmm/Below Soil = 0.0 ft fit Bftk bf Wan Rebar Spacing = 34.00,in etl;0ot)psi Z000psi Design Data _Mmax_petween @ Top'SuPPolt Top & base @ t bf wdm Stem OK Stem OK Stem OK D fl R1e9gtrt = 5,00 R 2.41 It 0.00 ft Rebar Sins = # 4 # 4 # 4 Rebar Spacing = 34.00,in 24.00 -In 24.00 In Rebar Placed at = Center Center Center Reber Depth 'd' = 3.00 in 3.00 in 3.00 in Design Data fhtFB+fa/Fa = 0.583 Rlta::::Aclua! - 761.3 1`14 Mn' Ptri____.Allowable = 1,305.8 ft-# Shear Force @. this height = 0.0 lbs Shear.... Actual = 0,00 psi Shear..... Allowable = 93.11 psi Rebar Lap Required 17.09 in Rebar amhaefi"ant info footing = M& A -ober M Si eg &Ste: Tae: None Speed -ar- Heet.aloneSpeer! -0r- Key No key defined -or- 0.324 423.1 It-# 1,305.8 ft-# 17.W rn Not req'd, Mu -- S' Fr Not re4d, Mit < 9 ' Fr No key de%ied 0.W3 90S.S ft-# 1,305.8114 1,156.9lbs 32.i3psi 93.11 psi &00in P-7/4-4EF 1 1 arm J Warner NA Title: Job # AEC- Group�r . Date: 11:02AM, 7 JUL 03 10 Declaration Ds. Suit D Chlco,. Cly 9597T Scope, V-030992-0008 F0530-892-0392 ,� � :Ver55:0;.?5Serr280, Restrained RetaInIng Wall Design 2 � (c)1983 -M01 ENBRCALC ErKjr eerte9 Software P:\+Praleclsireslavers\eh�}inL>eFln lb$FtPcafla Description Stem wall Q dining area ` Summary of Fomes on Footing i Slab REWSTS.sildinp, stem is FtXED.at footin Forces acting on footing for soil pressure »> Sliding Forces are restrained by the adjacent stab Lad a u y Foe Faoting : For Soil Pressure Clatcs Moment @ Top of Footing Applied from Stem Samhargs Over Heel r lbs. ft. ft -9 ` Apal Dead Load on Stem = 370.01bs 1.00 ft 370.0 ft-# , Soil Over Toe = lbs ft ft-# Su'r6w& oveP Tab = 69 ft ft -ti stem Weight 70&9lbs 1.00 ft 706.9.R-# Su7.O.ver.tfeel = 254.41bs 1.38 ft 349:8 ft-# Footing Weigtd = 181.3 ft 0.75 ft 135.9 ft-# Tali Vertical Force = 1,51z,5ft Base Moments 1,030.0 ft-# Soil Pressure Resulting Moment = 104J&# a—F 41A 4Z, 'AA e 6OV"VM 1 @Tce "Yo Heel { a—F 41A 4Z, 'AA e 6OV"VM 1 @Tce "Yo Heel Dsw AEC : 10 Dectaratton Dr. Suite D OhW, CA 95973' SOO t V-530-892-8008 F0530-892-0392 " RM-0610..._ Restrained Retaining !x%11 Design eer...M- 03- , Vsr5.5:0, 2 2001 (clIGM-2001 ENERCALC Engineering SofWare Description Stem wall @ garage area Retained Height a 5.00 tt Wali height above sail Total Wail Height = R Top Support Height = r,-Wft SIW g811i l j wilf Q d.,06 : 1 Height of Sod over Toe =000 in Sed y = 110,00 got wind on Stem O.0 psf . Surcharge Loads 35.9 psf OK Siwha* Sven Heel = 00 psf >>>NOT Used To Resist Skiing & Overturn Surcharge Over Toe = 0.0 psf NOT Used for Slidlr� 8 Ov�ttanirtg AxW.LoadApptied to Stern W psi Axial Dead Load = 130.0 ibs Axial Live Load = 240.01bs Areal Load Eccentricity = 0.0 in ...resultant ecc. = 1.44 in Soil Pressure Q Toe = 1,333 psi OK Sorb Pressure @ Heel = 35.9 psf OK Alt stile B 1,5-00 W Soli Pressure Less Than Allowable ACI Factored @ Toe = 1,957 psf ACI 1=WAMW @ Heel = W psi Footing Shear @ Toe = 9.6 psi OK Foo".Shear @ .Heel = 3.0 psi OK Allotuabie = 93.1 psi Reaction at Top = 87.5 lbs Reaction at Bottom = 580.0 lbs sudbigicafts Stab Resists ANSi 0 lbs 1 ISliding Force i �ciil t3afa Results Allow Soil BeaMng = 9,500A psf Egtudaletit FlWd PW.WM MOM HeetActtvePressure. = 35:0 Toe Acfttp Pressure = 0-0 Passive Pressure = X1.6 Watw hw#d am heel = 00 0 F 91130ilFrief3on = 0.300' SM heiOt to ignore 3.03 psi for passive pressure - 9.00 in Uniform Lateral Load Applied to Stem Lateral toad = bfi ...Height to Top = Q.00 ft ._.Height to Bottom = 0.00 It Ytiiclmess = 6.00 In Well Weight = 72.5 per Stem is FIXED to tap of tooting Footing Design - Results 60.000 pd Faciored Pressure = �1�9�7 eel 527 Pa Mit: Upward - 221 aft # W: Doau marl _ 22 .30 #T # Mu: Design = 199 30 tit# Actual 1 -Way Shear = 8.59 3.03 psi Allow 1 Way Shear = 93.11 83.11 Psi Deskn freight Rebar Sita R Rebar Placed at Rebar Depth V Design Data fWFB + fafFa Mu ... Actual Mlr►' Phi:...Allowable Shear Force @ this height Shear... -Actual Shew ... Allowable Py = FC = ja v Date: 10:59AM, T jU Ys Fdbting Strengths & Dimensions to = 3,000 psi Fy = 60.000 pd Mn. As 9G Or.W 4 Toe Width = 0:50 fr Heel Wldlh = 9.75 Total Fooft Width 12 Footing Thk.WMSS = 10:00 in Key Width = 0.00 in ICey Depth = 0.00 in iCe9rDistarift from Tee - OMR Com @ Top = 3.00 in @ Stm = 3.00 in i Q Jacent Footing Load Ar t Fob Load Footing W ltditf - 0.00 it E - 0.00 in Wall to Ftg GL int = 000 It Footine Type taus Load Base AbovefBekm Soli _ 0.0 ft at laacic oTVM 60,ODDOW1 3,000 psi Top Support Stem OK 5.00 ft # 4 24A0 in Center 3.00 in 0000 O.O.ft-# 1,30aa ft-# = 0,0 lbs 0.00 psi 93.11 psi Rebar Lap Required = I I.UL* in Rebar rtt iMo foatiriq = Other Acceptable Sizes $ Spacings: Tce: none Speed -or- Heel: gone Speed -or- Key: No key delated -01- WPM Between Top & fi3ase Stem CK 21It # 4 24.00 in 3.00 in 0.170 221.7 ft-# 1,305.8 ft-# 17.09Ih Not req'd, Nu < S'.FT Not veld; MU < S " Fr No key defined a Baw of wall Stein OK 0.00 ft # 4 "4.00 in Center 3.00 in 0.360 495.B ft-# 1,305.8114 595.0 lbs 15.63 psi 93.11 psi 6.00in t arry J lamer AIA Tide : J8t3 g 'r AEC Oreup DaftiU39Aitir, iili.vs 10 Dedaratkm Dr. Suite D _ Chico;' CA W973- Scope V-530-M-Mil F0530-892-0392 � :AW- 05. vv.s.5,9-25.s�Zwl Restrained Retaining Wall Design � 2 1 (e)1983-7"001. ENERCALC Engineering Software P:Z+Prdte��sifeslaYeislen9iite$IiH�Cv�ftiCBita Description Stem wap ( garage area 1 Summary. of erces O-ri s~ovtiN : 61ib RESISTS sii>dir�, stere is FIXED at footing ........... w acting On footMg for SOU pressure a» Sliding Forces are restrained by the adaceffl stab L&WA M665 il4'64� fur FosYing : For SW pew's tra"�at�s Moment @ Top of Footirfg App ied from Stem = -294.7 fl# 3urdwW Over Heel = lbs It ft# Axial Dead Load on Stem = 370.0 lbs 0.75 ft 277.5 ft-# Soil Over Toe = lbs ft fta#. Surcharge Over Toe = lbs ft Rif Stem Weight = 398.81bs 0.75 ft 299.1 ft-d H•Qtte' II 437.5l�' 1.138 1554JA4 Footing WeV t = 151.0 ft 0.63 ft 94.4 ft-# Total Vertical Force = 1,057.31bs Bow Moment = 534,0 ft-# Son Pressure Resulting Moment _ 126Jt4 6_o0ow Cor=2 %r1 #4 Q 24." Lateral Restraint " 6.60005" Cma_ etead GbOOO,a^' CorICFetS W SUM ReWaint LAqA GToe -in �Heel TO LARRY PAINTER RETURN TO CHICO FH SITE PLAN REVIEW APPLICATION Dater _- l - V _J AP# 4 -7 1 • Permit Number (if applicable) O3 — Ot-1 0 Z APPLICANT INFORMATION Parcel Size: � A �- ~ r_- OwnersName: C 1 Owners Address �� `��.)-��,�b� p fiV Q-4 Telephone No.: Situs Address:esi Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer • ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition 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 13 Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date 2— 21-j — 0 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 attached) o Flood Zone: Flood Panel No.: 0 53 ® C, Index Date: 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 ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. is Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S L Side Side Street Rear— 3 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. is Page 2 of 5 Applicable Development Fees: Water Tender ❑ 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: ❑ 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 Subdivision Map/Parcel Map:;12o C►C-� G!, UO-F'� > 5 L) 3 VN Map Date of Recording: Lot: 2 —J 9- &'0 ❑ Use Permit/Minor Use Permit Permit Number: Book: ' Page: 1 • Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions 13 Comply with the following Conditions of Approval: #TT�—) ❑ 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 P must be prepared by a registered civil engineer or other qualified professional and 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 Page 4 of 5 NOTES 1. THIS ADDITIONAL INFORMATION SHEET SHOWS ADDITIONAL INFORMATION, • IS FOR INFORMJITIONAL PURPOSES ONLY DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. THERE SHALL BE A 10 -FOOT RADIUS NO DEVELOPMENT ZONE AROUND ALL SIDALICIA ROBUSTA PLANT. NO DEVELOPMENT SHALL MEAN NO LANDSCAPING, SOIL DISRUPTION, VEGETATION REMOVAL, PLACEMENTOF DECKS OR CONSTRUCTION OF ANY KIND. THE INTENT IS TO LEAVE THE LAND IN ITS NATURAL STATE. AS AN' ALTERNATIVE THE PLANT POPULATION MAY BE RELOCATED WITH APPROVAL FROM THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 3. NATURAL VEGETATION WILL BE RETAINED IN THE NO DEVELOPMENT AREA. IT SHALL BE RETAINED ELSEWHERE ON THE PARCEL WHERE FEASIBLE. ALL TREES OVER 6. -INCHES IN DIAMETER, AS MEASURED 2 FEET ABOVE GRADE, SHALL BE RETAINED UNLESS THEY ARE DISEASED OR REMOVAL IS NEEDED FOR ROAD PURPOSES OR HOME CONSTRUCTION. �. CONSTRUCTION SITE PREPARATION AND SOIL DISRUPTION SFiAI.L BE jGl` C d rz C�J- L) 2 -LIMITED TO THE DRY SEASON, MAY THROUGH OCTOBER. • .7 5. THERE IS A 50 -FOOT BUILDING SETBACK LINE. FROM THE CENTERLINE OF OSPREY -CIRCLE AND THE CENTERLINE OF EAGLE NEST DRIVE. 6. ON LOTS. #11 THROUGH #24, SOIL CUTS AND FILLS OUTSIDE OF THE BUILDING FOOTPRINT AREA SHALL BE LIMITED TO 3 FEET EACH. THE DESIGN OF THE BUILDINGS SHALL CONFORM TO THE NATURAL TOPOGRAPHY OF EACH LOT TO MINIMIZE THE REQUIRED CUTS AND FILLS. 7. IF A DEER HERD IMPACT FEE (S) IS CURRENTLY IN EFFECT, IT SHALL BE PAID PRIOR TO THE ISSUANCE OF BUILDING PERMITS. 8. BUILDING FOUNDATIONS/FOOTINGS SHALL BE DESIGNED BY A REGISTERED CIVIL .ENGINEER OR LICENSED ARCHITECT. '7-1 I1-- eo ADDITIONAL INFORMATION kOCKY. BLUf fS SUBDIVISION PHARF 9 SHEET L.111*_*11-lTE1D ST12U GTU IAL GALCULATION5 FOP, CUSTOM HOME FOP, AYES JOB -SITE ROCKY BLUFFS CH ICO, GA CGKOF ARC HITECTOKF1 + + CON5ULTING Larry I Warner A. I. A., ARCHITECT 10 Declaration Dr., SUITE D CIUCO, cALIFoRNIA 95973 RUTTE COUNTY - 530 -892-8008 'BUILDING DEPARTMENT APPROVED -12 ------ YKV.11✓(;1: �, Ax�xa Kt'"�u��ivt.c L 1\VJ. l V V. t LOCATION: CHICO, CA DATE: 1/128/03 BY: LJW PAGE I , OF 'CODES: Uniform -building code, 1997 Edition. RISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. c@ 28 days Masonry: fc = 1500 psi Mortor, Pc = 1800 psi, Type "S" Grout: f =2500 psi it 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 A.307 Grade A. unfinished Wood Connectors: Simpson Strong -Tie or equal Wood:. Light Framing: Const. Grade Douglas Fir Structs Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 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 Seisrnic Zone: 3 Wind Speed: 80 mph / Exposure: C 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., i arty J.Warner AIA, '10 Declaration Dr. Ste -D, 'Chico, -CA 95973, 530-892-8008 PROJECT: AYERmm S_RES,IDENCE nm PROJ. No. AR0364 LOCATION: �CHICO, CA DATE: 1/28/03 BY: LJW PAGE 2 - OF ® .A - ROOF DEAD LOAD.0 ALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING, 9.0 PSF 1/2" CDX PLY 1.5 TJ1 @ 24" O.C. 1.1 TH @ 24" O.C.. 1.1 5/8'' GYP BRD. 2,8 INSUL 0.5 misc. 0,5 TOTAL 16.5 PSF USE 18.0 PSF. FLOOR SYSTEM 9.0 PSF (2x FRAM ING.FLOOR) 3/4" CDX PLY 2.3 PSF JOIST . 2.2 INSULATION 4.6 GYP 2.8 FLOORING 1.5 MISC 0.5 TRUSSED ROOF SYSTEM R.00F�G 9.0 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2,8 INSUL 0.5 MISC 0.5 TOTAL 17.8 PSF USE 18.0 PSF. ( I -JOIST FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF I -JOIST 1.4 5/8" GYP BRD 2A MISC& INSUL 1.5 FLOORING 1.5 TOTAL 9.9 PSF TOTAL USE 10.0 PSF. PRIOR FRA IED'WALLS EXT. FINISH 6.0 PSF SHEAR PLY 1.5 FRAMING 2.0 GYP BRD 2.2 INT. FINISH 0.2 INSUL 0.3 TOTAL CONCRETE FLOOR SLAB SHEATHING FRAMING INSULATION TOTAL 12.2 PSF USE 12.2 PSF, 15.0 PSF 2.3 3.5 0.5 21.3 PSF USE 21.3 PSF TOTAL 9.5 PSF USE 10.0 PSF. L'ITERIOR FRAMED WALLS GYP. BRD 2.2 PSF FRAMING 2.0 GYP. BRD 2.2 FINISE§OES N/A INSUL N/A TOTAL 6.4 PSF USE 6.4 PSF. AEC GROUP., Larry 1. Warner AIA, 10 Declaration Dr. Ste -D, Chico, CA 95973, 530-892-8008 e� 1 � N 1 1 a 1 e 1 1 4 i 1 a i tl '7'O ear 00 Cg1Yl ,Gl o ! 7 I g� �€ f , d f � 1 / SIT I 'V 1 j � t x m ti I 3T@�j 1 / { a' a x m Roof Beamf 97 Uniform Building Code (91 NDS) i Ver. 5.01b By: Larry J Warner AIA ,..AEC Group on: 01-29-2003: 06:58:06 AM Project:. AR0364 - Location: BM -1 LB Summary: LB 5.5 IN x,9.5, IN x 12.5 FT 1 #1 - Douglas Fir -Larch - Dry Use IN' Section = equate By: 45.8% Controlling Factor: Area / Depth Required 7.84 In FT Detections. FT &ad Load: DLD= Live LLD=' . .Load: Total Load: TLD--: . Reactions (Each End): PLF Live Load: LL-Rxn= Dead Load: DL Rxn— Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span:. Lu= Pitch. Qf Root . RP= .:: Live Load.Deflect:.Criteria: L1 Total Load Deflect: Criteria: U Non -Snow -'Live: Load: .:-Roof Loaded Area: RLAc Llveload Method: Method Roof Loading;" Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DLI= Tributary.Width-Side One: TW1= Roof Live Load -Side Two: LL2= Robb Dead. Load -Side Two: DL2= Tributary. Width -Side Two: TW2= Roof. Duration Factor: Cd.= Walt:Load: WALL= Beam :Self Weight: BSW= Slope Adjusted - Beam- Loadinp: Bea.m.Uniform. Live Load: wL= Beam -Uniform Dead Load Adjusted for Rafter Pitch: wD_adi= Total Uniform Load: WT= Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus -of Elasticity: E= Stress. Perpendicular to Grain: Fc_perp= Adjusted Properties ..Fb' (Tension): Fb'= Adjustment Factors: Cd=1.15 Cf=1.00.. Fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 6.25 ft from left support Critical moment -created -by combining al# dead znd jive loads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0...19. IN. 0.14 IN = U1101 0.33 IN 11460 975 LB 1361 LB 2336. LB 0.68. IN' 12.5 FT 0.0 FT 4... : 12:- .240 FT' 180 .. iN2 122 SF. Ohs. . 16 'PSF . 18: PSF 8:75 FT 16 PSF 18 PSF 1.0 FT' 1.15 iN2 20. PLF .13 PLF 156 PLF 218 PLF 374 PLF 1350 PSI 85: PSI 1600000 PSI 625' PSI 1553 PSI 98 PSl M= 7299 FT -LB VF 2336 LB Sreq= 56.5 IN3 S= 82.7 IN3 Areq= 35.9 IN2 A= 52.2 iN2 Ireq= 154.0 IN4 I= 392.9 IN4 Roof Beam( 97 Uniform Building Code (91 NDS),1 Ver: 5.01b BY:.Larry J Warner AIA., AEC Group on: 01-29-2003: 06:58:07 AM Project: AR0364 - Location: GDH-1 FT Summary: Fir Dry Use 12 5.5 IN x 9.5.IN-x,9 5 FT / #1 - Douglas -Larch - 38.0 Section Adequate By: 64.8% Controlling Factor: Area / Depth Required 6.43 In 5= Deflections: Dead. Load,. DLD=_ Live" Load: LLD= .:Total. Load: TLD= Reactions(Each End): PSF Live'Load: LL-Rxn= ...Dead -Load; DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: ...Span: PCF Maximum Untraced Span: Lu= Pitch Of Roof: RP= Live. Load Deflect. Criteria: L/ Total Load Deflect, Criteria: L/ Non-Snow.Live Load: PSI Roof Loaded Area: RLA= Live Load Method: Method = Roof Loadinq: PSI. Roof Live Load -Side One: LL1= Roof.Dead Load -Side One: DL1= Tributary Width -Side One: TW1m Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: D TribdtarvWidth-Side Two., TW2= Roof Duration Factor. Cd= Wall Load: WALL= Beam Self Weight: BSW= Slope -Adjusted.Beam Loading.: Beam Uniform Live Load: wL= Beam Uniform Dead Load Adjusted for Rafter Pitch: WD_adi= Totel.Uniform Load: WT= Properties For. „1- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus. of Elasticity, E=. Stress' Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= ,Q!1Stmat�t.F.aCtS+.r�: GLS=1,1; .� f=1.<QQ Fv': Fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling- Moment: 4.75 ft from left support Critical moment created by combining- all des -d- a: rd- Sava Ivads. Maximum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0.07 IN 0:05' IN- L 212i 0.13 IN:= L/899 874 LB 1192 LB. 2066,. LB 0.60 'IN' 9.5 FT 0.0 FT 41 12 240 38.0 180 5= 109: SF' One 31.7 16 PSF 18 PSF 10.5. FT 1'6 PSF 18 PSF 1.fl.' FT 1.15 20 PCF 1.3 PLF 184 PLF 251. PLF 4357 PLF 1350 PSI 136 PSI,. 1600004 PSI,. 625 PSI. 1553 PSI 98 Psr M= 4906 FT -LB V= 2066 LB Sreq= 38.0 IN3 5= '82.7 'IN -3 Areq= 31.7 iN2 A= 52.2 IN2 Ireq= 78.7 IN4 1= 392.9 IN4 Roof Beam( 97 Uniform Building Code (91 NDS) j Ver: 5.01b By. Larry J Warner. AIA, AEC Group on; 41-29-2403: 06:58:08 AM. Project: AR0364: Locafton- GD -H-2 IN.= L1720 Summary: 5.5 IN X 11:5 IN x16.5 FT / #1 - Douglas Fir -Larch - Dry Use :IN = U363 Section Adequate ,By: 5.3% Controlling Factor: Section Modulus / Depth Required 11.21 In Deflections- DLD= Dead Load: LLD= Live Load: TLD=. Total Load: 16.5 ReaotionsJEach End): Rxn= Live: Load: Dedd Load: L-4Rxn= TL- Totat. Load: TL"ins Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: L= Span: Maximum Span: Lu= Pitch Of.Roaf: RP= 11. Live Load Deflect. Criteria: Total Load Deflect. Criteria: U I Non-Snow:Uve Load: Rt'°'' -. Roof Loaded.Area: : Live Coad: P/(-thod: Method = Roaf'Loading. LL1= Rbof:Live Load -Side One: 'Roof Dead Load -Side One: DLI= Tributary Width -Side One: TW1= Roof Live load -Side Two: LL2= .Roof Dead Load -Side Two: DL2= Tributary Width=Side Two: '7W2= Roof Duration Factor: Cd= Wall Load: WALL= Beam: Self Weight: BSW= Slope. Adiusted.Seam Loading: Beam Urtiform%Live Load: ..Beam Uniform Dead Load Adjusted for Rafter Pitch: wL= wD_adl= Total Uniform Load: WT= Properties For: #1-� Douglas Fir -Larch Bending Stress: Fb= Fv= Shear Stress: L= Modulus of Elasticity: Stress Perpendicular to Grain: Fe . perp= Adjusted Properties Fb,= Fb' (Tension): Adjustment Factors: Cd=1.15-Cf--1 .00 FY_ v'. Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 8.25. ft from left support Critical moment created by combining all dead and'live loads: Maximum Shear. At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: demon Modulus: Area: Moment of Inertia: 0.38: IN 0:28 IN.= L1720 ..0.165 . :IN = U363 1518 LB , 2092.. LB 361.0 LB 1,05 IN 16.5 FT 0.0-, FT 4 : 12 240 1= 180 IN4 190: SF . Ons 16 PSF 18. PSF 10.5 FT 16. PSF 18 PSF 1.0 FT 1.15' 20 PLF 15 PLF 184. PLF 254 PLF. 438 PLF: 1350 PSI ' 86 PSI 1600000 PSI 625 PSI 1553 PSI 98 PSi M= 14.891 FT -LB V= 3610 LB Sreq= 115.2 IN3 S= 121.2 IN3 Areq= 55.4 IN2 A= 63.2 (N2 Ireq= 414.6 IN4 1= 697.0 IN4 Roof Beamf 97 Uniform Building Code (91: NDS) )—Ver 5:01b- Bv: Larry J Warnes ALA , AEC Group on: 01-29-2003..: 06,68:09. AM Proiect.AR0364.- Location:. HDR -1 IN U50`15 Summary:. 11` = L/2211.' . 5.5 IN.x 11.5 IN x;:6:5 FT / #1 - Douglas Fir -Larch - Dry Use LB. Section Adequatel y: 29.5% Controlling Factor: Area/ Depth Required 8:88 In FT Deflections: "113 Dead.Load: ` DLD= Live Load: LLD= Total Load: TLD= Reactions(Each End): PLF . •Live Load: LL Rxn= . ... Dead .Load:. DL--f;Zkn= Total. -Load... TL-Rxn '-..-Bearing -Length- Required (Beam only, Support capacity not checked): BL= Beam Data,. PSI Span: L= a,Ndrnusn .0narace4 Span. 1u= Pitch Of Roof. RP= Live Load Deflect. Criteria t1 Total Load: Deflect. Criteria: V Non -Snow. Live., Load: . Roof Loaded Area. RLA= :-UVeloae:.Method.. Metho. a Roof Live Load -Side One: LC1= ::Roof.Dead Load -Side One: DLI? Tributary" Width=SideOne: TW 1= Roof Liveload-Side Two. LL2= Roo4 Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Wall. Load: WALL= Beam Self Weight: BSW= Slope Adjusted Beam Loading: Beam. _Uniform:. Live Load: WIL . `Beam Uniform Dead Load Adjusted for Rafter Pitch: wD_adi= TotaL:,Uniform Load: WT=, P.roperties:For'. #1- Douglas Fir -Larch .:-Sending Stress: Fb= Shear'Stress:. Fv= Modulus of E as -deity: E_ Stress' Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= AdjustmentFadors: Cc'=3:15 Cf=1.00 FY': F\(= Adlustment Factors. Cd -1.15 Design, Req.ui rements; Controllinq Moment: 3.25 ft from left:support Critical: trial nerit created by -combining all: dead. and life loads. . Maxdmum Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: M= 1/= 0.02 IN 0.02,, IN U50`15 0.04 11` = L/2211.' . 1404 LB. 26.0 FT .31)4. "113 0.93 :IN 6:5 :.. FT 0.0 FT 4' :1.2 240 180 176 SF One PM ;6: ...PSF.::::. 1.8 PSF 26.0 FT 16 PSF . . 1$. ?ASF 1.0. FT 1.15 . IN4 20 PLF 15 PLF 432. ...PL F 548 PLF 980 PLF' 1350 PSI 85. PSi: 160000:0 PSI .625 PSI 1553 PSI 98 PM 5174 FT -LB 31.84. LB Srect= 40.0 IN3 S= 121.2 IN3 Am= 48:9 IN2,. A= 63.2 IN2 Irect= 56.6 IN4 1= 697.0 IN4 Floor Joi97 Uniform 1��3^6ildino Code (91 NDS)*1 Vner. sst( -Lal'i � J-Way';.ar-AlA , s'liL- vOvl?1 ice. :. n1.2a_2003.. �5.01b AA� 055:15814 AM. Pre)ect. AR0394. - !;;.ora=tion:.. FJ,! Summarv:: : TJI:PR0 120TS:19.6 - Trus Joist -MacMillan x 10.67 FT A 16 O.C. Section Adequate By: 109.4% Controlling Factor: Allowable Deflection :t�roists wzre'�sigr id {cr sim�ie snaroa csainp tine joist m. at--Wacturrers pub shed vala,es. .Iffl e:design ddss..not.match:the actual joist loadinq.or.span conditions. in any.way, contact the joist manufacturer for design verification; Joist Span Deflections: Dead Load: DLD-CenterT 0,03. IN Live Load: LLD -Center- 0.13 IN = L/1005 Total Load: TLD=Center= 0. V%= L804' Joist Span Left End Reactions ( Support A).— ) ..L' Live: ive Load: LL-Rxn-A= .285- LB Dead Load: DL-Rxn-A= " . 71 .. LB Total'L:oad: TL-Rxn-A= 356 LB . . Se&!nq :Length Required:(Beern only, Supportcapacity :not checked): Joist Span: Right...End Reactions (Support B).: Live.Load: LL-Rxn-B= 285 LB Dead Load: DL-Rxn-B= 71LB: Total Load: TL-Rxn-B= 356.LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 1.75. IN Joist Data: ' Joist Span Lenath: L2= 111.67. . FT. :Floor sheathing applied to top of joists -top of joists fully braced. Live Load Duration Factor: Cd= 1.00' Live'Load Deflect. -Criteria: L 480'' otal,.L,oad DeWf t. Criteria: L 360 Joist Span: Loadinsi: Uniform.: Floor Loading: Live Load: LL -2= 40 PSF Dead. Load: DL -2= 10 PSF Total Load: TL -2= 50 PSF Total Lead Adjusted for Joist Spacing: WT -2= 67 PLF . Prcpertiers.For: TJd PRO 120TS 19.5- Trus Joist -MacMillan., Depth: D= 9.5 IN Moment Capacity: Mcap= • 2570 FT -LB Shear Capacity:. Vcap= 1120. LB El: E1.= 14100000.0' LB-IN2 E d.Reaction Capacity:. Rcap-- ' 1.120 _ LB' Comparisons :With -Required Sections: Maximum'Moment: M= 949 FT -LB ° . .Adjusted Moment Capacity: Mcap-adi= 2570, FT -LB Maximum Shear: V= 356 LB Adiusted Shear Capacity: vcap-aO; 4120. -LB EI Required: El -req,= 67319296 "' LB-IN2 El; El= 141000000 LB-IN2 Maximum End Reaction: Rmax= 356 LB Adjusted Reaction Capacity: Rcap-adj= 11.20 LB Floor Joist( 97 Uniform Building Code (91 NDS) ) Ver: 5-.01b ;'may: !: a ^, J. ��lsc^ar, AtA.. ,4G Group. on: Project_ AR0364 - Location: FJ -2 Summary: .. . Til PRO 120TS /.9.5 - Trus Joist -MacMillan x 10.67 FT 0 16 O.C. . Section. Adequate Bv:!109.4%. Controlling Factor: Allowable Deflection O.i=jv.S5tSSNc�f2 2 ii$Y GZ,Sj,rtii6. pEi:�S:f,Sirsi'tii� G9StsTall°:f`: t#2Fc`iS:Puiss.h 1<aif:LS. If the design does ribt match .th.e actual.loist loading .or span conditions in any way, contact the ioist manufacturer for design verification. Joist Span. Deflections: Dead Load: 131.0 -Center— 0.03. AN Live Load: LLD -Center--. 0:13 .. IN = U1005 Totel' Load' TLD -Center=- 0:16 IN = Li8D4 Joist Spat; :eft End= Reactions (Support A): Live Load: LL-Rxn-A= 285 L13 Dead Load: DL-Rxn-A= .71 LB Total Load: TL-Rxn-A=, 356 LB 8eartng(:ength..RegiAred (.Bear:': only, -support capacity not checked): BL A..= 9,75 I.N. .. . Joist Span Right End Reactions.(Support B): Live Load: LL-Rxn-B= '285 L8 .Dead:Load: DL-Rxn-B= 71". LB.... ; .Total.Load: TL-Rxn-B=' 356,-: LB. Bearing.:Length Required (Beam only, Support capacity not checked): BL=B= 1.75: .IN Joist CY�ta: JokA Span Lsn%lh: L2=, 10.07. FT Floor sheathing applied to top of joists4op of joists fully braced. Live Load Duration Factor: Cd= 1.00 .Live toad Deflect. Criteria: U . .480 . Total Load Deflect. -Criteria: U 360 . Joist Spafi>Coadinq: Uniform.: Fioor Loading: .Live:Load: LL -2= 40,. PSF.. Dead Load: DL -2= 10 .. PSF . Total Load: TL -2= ` 50 PSF :�Tdtal.Load Adiuste.d br,Joist.Spacing: WT -2--, '67 PL.G Properties For TJI PR0 120TS ! 9.5- Trus Joist:MacMi!!an Depth: D= 9;5 IN Moment Capacity: Mcap= 2510 FT -LB Shear Capacity: Vcap= 11.20 LB.. .El: . E1= 141000000: L5=1N2 _ End -Reaction Capacity: Reav 120 LB `CompaiFisoris-W th-Required Sections: Maximuris Moment: M= 949 FT -LB, . Adiusted Moment Capacity: Mcap-adi= 2570 FT -LB Maximum Shear: V= 356 LB Adjusted Shear Capacity: Vcap-adi= 1120 LB. El Required: SI-reo= 57319296 LB-IN2 EI: El= 141000000' LB -1N2 Maximum End Reaction: Rmax= ..356 LB Adjusted Reaction Capacity: Reap-adj= 1120 LB Floor Joists 97'Uniform Building Code (91'N0S):.,Ver:5 01b . �; Lsnry .J L' %rr-er A1A.., .AE -C arnjAp :.on: 1-29.200 :.06:56:te- AM Proiect:'AR0364 -'Location:. FJ -2-11 PSF Summary: - 120TS 5,- Trus Joist 11.5 FT CcD 16 O.C. PSF TJ PRO / 9 -MacMillan x Section. Adequaf4By: 70.50% Controlling Factor. Allowable Deflection PLF ' � 1-;ols.s'�tinre,dessgrtedf£i SiFn,3is,'S$S"�i �`vSdi':�'t:�i:,i�i'7.Clt Itc^II Cs'fciiL r''..Q[�v v'�?V�'�Zt:`�a���[sv`SS.. if the.design:does not snatch. the actu.ai. joist_loadinq or span conditions in any. way... 6o*ntact the. joist manufacturer for design' verification. 1120. Joist;Span Deflections: " I)ead:Load DLD-Center Lave Load: LLD -Center= o#al'L oad TLD -Center - Joist Span,.Lef , Er:d Reactions (Support A): 383, : Lsve Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load` TL-Rxn-A= BearinLe�tgst�t Required. (Bearn. only, Support sapeciti nes. be,* BL -Q= Joist.Span Right End Reactions (Support B): 1120 Live Load: LL-Rxn-B=. Dead: Load: OL-Rxn-B= Total Load TL-Rxn-A= .Bearing, Length. Required (Beam only, Support capacity not checked): BL -8= .7V136 [[J9l�: J61st.Span Lentth: L2-. Floor sheathing applied to top. of joists -top of joists fully braced. Live: Load Duration Factor: Cd= . Live Load Deflect. Criteria: U ' Total Lead. Deflect, Criteria: U Joist Sean Loading: Uniform Floor Loading: Liv®.Load: LL -2= Dead Load, DL -2= ::.Total Load: TL -2= :?rotal.?Lsid.Adius"a fors . Wtst Spaoirtq: wT-2= Properties"For:TJi. PRO 120TS / 9,5-.Trus,Joist-MacMillan Depth: D= Moment Capacity: Mcap= Shear Capacity. Vcap= EL E1= End Reaction Capacity: Reap= ComparisonsWith:Required Sections:" Maximum Moment: M= . ' Adiusted - Moment .tapecity: Mcap-ads= ..:::'Maximum Shear: V= Adjustzd+Shear Capacity: Vca.p=adi= •El Required: El -req= El: ... E1= Maximum End Reaction: Rmax= Adjusted Reaction .Capacity: Reap-adj= 0.04 IN 0.17 IN = U818 . ;.21 irk = U+355 301 LB 77 LB 383 LB - 1..75 W.., 307' Lb.-' . 77.LB;. .383 "LB..:.. 1:75 1N 11-5 --FT 1.00 . 4843:: 360 . 40' PSF .. 10.. PSF 50. PSF 67 PLF 9.5" 2570 FT=LB 1120. LB. 141000000. LB-IN2' 11i� LB.. 1102: FTt-LB 2570 FT -LB 383, : " LS'. 1120." LB" 82711728'" . LB-IN2' 141000000 LB=11\12 383 LB 1120 LB Combination Roof and Floor Beaml 97 Uniform -Building Code (91 NDS) j Ver. 5.01b'.. Bw .:La.rry j vv.arner:A.tA ,, AEC Oroua on: • Ol1 ;29-2003.: 0&58,, I O.AM Project AR0364 - Location: FB -2-1 Summary:::..: ".8.6 -IN x 9:5 IN, x 5:0 FT / #1 - Douglas Fir -Larch - Dry Use Section Ade{,quate By: 9.8% Controlling Factor: Area / Depth Required. 8.66 In kilo�a8v vi�3i ` %�• . Dead Load: OLD= 0.02 IN :Live Load:. LLD= .. 0.00... Itsl= LJZ7949i TotalLoatl:. TLD.= 0.02' 1N = L/2514 Reactions.{Each: End):.. . Live Load: LL-Rxn= 240.... LB DeEd •Load:. DLL Rx . 2428. 'i t:k cst3l csacl: TL Rxn = 2$68.:. 1� "B@aring: Length.Required (Beam only, Support capacity not checked): BL= . 0:78. 1N. . Beam Data:;' Span. L= 5:0 FT.. !i aximurra Un.braced Ssaa.n:. Lu= O:O FT Live -Load Deflect. Criteria: L1 360 Total Load Deflect. Criteria: L/: 240 Non -Snow Live Load: Roof Loaded Area: RLA=. 18.. SF Live. Load-Method:Method = One Roof. Lo,adimq: ' Ro�si:Live:ts�ad,Slde One: RLL1= 16..: PSF .. Roof::Dead.Load-Side One: RDLI= . 15:..: ::Roof.:l'ributary Width -Side One: RTW1= 2.5:.: FT _ Roof:Live Load -Side Two: RLL2= 16-:'.. PSF Roof l0ead Load -Side Two: RDL2= 18 PSF Roof Tributary. Width -Side Two: RTVlf2= 1.0. FT Roof Duration Factor: Cd -roof= 1.25 ... :.: Floor. Loading: Floor Live .Load -Side One: FLL1= 40 PSF `Floor. Dead Load -Side One: FDL1= . 10.. PSF.. T- F . ib ftefy Width -Side Orw. PT. -WI,= 1:0 F; Floor L?vp::Load-Side Two: FLL2= 40 PSF Floor Dead toad -Side Two: FDL2= 10 PSF . Eloor.'Vibutery Width -Side Two: FTW2= 0.0 FT . Floor. Duration Factor Cd4loor= 1.04.. . Wall -Load:. WALL.=. 890 PLF Beam..Laads::* Roof Unifoan Live.Load: wL-,roof= 56 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 59'. PCF' Floor Uniform. Live Load: wL-floor= 40 PLF Floor Uniform Dead Load: 10 PLF Seam Self Weipht 'BSW= 13 PLF :. ...Combined. Uniform Live Load: wL= 96 `PL:F Combined Uniform. Dead Load: wD= 59 Pik Combined Uniform Total Load: wT= 1067 PLF Controlling Total.Desian Load- WT -cont= .1067 PLF Properties For #1= Douqlas Fir -Larch. Bendinq Stress: Fb= 1s50 PSl ' Shear Stress:. Fv= 85. PSI Modulus of Elasticity: E= 1600000 PSI 'Stress Perpendicular to Grain: Fe_perp= 625 PSI Adjusted -'Properties Fps" (Tenston): Fb'= 1215 PSI Adjustment Factors: Cd=0.90 Cf --1.00 Fv': Fv =. '77 ''PSI Adjustment Factors: Cd=0.90 Design Reciuirements,. Controllina Moment, M= 3035 FT -LB �,S ft from left support Critical moment created by dead loads anly on Maximum Shear: V= 2428 LB At support. Critical shear created by dead loads only on all span(s). :Comparis.ons With Required. Sections: Section Moduius: Sieg= 30.0 tN3 S= 82.7 IN3 Area: Areq= 47.7 IN2 A= 52.2 IN2 - Moment of Inertia: Ireq= 37.6 IN4 I= 3929. IN4 M ullti-Loaded Seamr. .97. Uniform Building* Code (91,NDS)..1 Ver. 5.01b .E4: Larry JV%farher AiA, AEC Group on:.0129-2003: 0558,11.AM .Project, -AR0364 - Loc4tiO.n:'FB-2-') =SHEAR Summary:. 5,5 I'x Ci. 6 IN x- 5.0,FT 141 - Douglas Fir-Urch - Dry Use ::Sectlon-Adequat6Sy: 26.6% Controlling Factor Area/ Depth Required 7.49. In, OLD-Center=0.00- IN Live, Load. LLD -Center= 0.02. [N =.L/2913. Total Load: TLD -Center= .01,02 IN- U2874 Center Span Left End Reactions (Support A): -Live Load: LL-Rxn-A-- 9622 LB. -Owd'Load: Dl.-�Rxn-A- .32 LS Total Load: TL_RXr1_1A= 9653 LB .Bear;hq'Length Required -Meam only, Support capacity not.checked): BL -A- .2.,81 IN.:. Cent0r.Span-Aiqht-.End - Reactions !(Support B)-. Live Load LL-Rxn=B= 9622. LB -D a ''oad: DL-Rxn-BF 32 L8 Totaf Load: TL-Rxn-B= 96W: LS .:Bearing - Length Required ;(Seam only,. Supportcapacity not checked)..- BL -87 2.8f.. IN'.. Seam Data: CiDnter.Span- Length. L2= 5.0 FT -Center Span Unbraced .Length -T op of. Beam'. Lu2-Top= 0.0 FT C ft, -Bottom of Beam: Span Uftraced'Ungth Lu2 -Bottom= FT Live Load Duration Fact& Cd= 1,00 .,:.Live,Load.Detlect. Criteria.* L/ .360 Load.:Deflect: Criteria: U 240' "total: dg'n'ter-.Sp,6n_,Lo,a'din' 9,_ - Usiiforrn,Load:. •: :- Live loaq v,0,2= 9241' PLF. Oead'Load:. wD-2= 0 PLF ...Beam Self Weight: BSW=.. 13 PLF Total. Load: WT -2= 934 PLF Point Load I Live -.Load, 7,314 LB Dead Load: -P01-2= .0 LB LocAbon (From ieft end of span): X3-2= .'0.0 FT' Point Load -2: Live,:Load: PL2-2z 7319 * LB: Dead looad PD2-2"' 0%_ LB .,Loditioh (From left end of span): X92_2 5:0 FT. F>rbperties'F6�..,#I;-'Douglas - FirrLar&u. Bending: Stress: Fb= 1:3501. PSI* 'PSI Shear Stress: Fv= 85.. ..Modulus, of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fo-per.p= 625 PSI Adjosted Properties FV (Tension): Fb'= 1350 PSI Adjustment Factors: C.d=1.00 Cf=1.00 Fv'= 85 PSI Adjustment Factors: C&1.00 Design Re:'dulrement,s: Co6trollina, Moment- M= .2918 F.T-US. 2:5 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear., V= 2334 LB At LQft support of.span 2 (Center Span) Critical shear created by combining all dead loads and live loads oil span(s) 2 .Comparisons With Required Sections: Section Modulus: Sreq= 26.0 IN3 S= - 82.7 iN3 Area. Areq= 41.2 IN2 A-- 52.2 IN2 Moment of:lnertia: lreq;; Ok:C, IN4 I= 392.9 IN4' Multi-Loaded'Searrif 97 Uniform Building Code (9-1 NDSi I Ver -5.01b �Bv,--Lw.-.ryJ'WernerAIA,.AEi;'Gr.oup -om-DI-29-2003--oe,56:12AM Ptbjisrt AR -0064 - Location: FS -2-2 Summary -.x I Ilarn - Trus Joist -MacMillan V254N x 19.0. FT I 2.OE Para Section Adequate By: 14.3% Controffing. Factor, Moment of Inertia I DeepthrPeq.01 e0- 1676 In Center SpanDeftbdlcom, toad' DLD -Qenter7 o ad:. five:L: .0.21- IN U1086 ' - Totalload:-: TLD -Center= 0.83. -.-JN=L127W . Genter'Spinleft- End. -Reactioins.(Support A): D!�* 6** Load: LL-Rxn-A=' - LB.: U�aaci Load: DL-Rxr-A--. Tota) Load:. T-1�xn7A= 267.0- LS.. Biaeinq-Lenqth Required (Beam only, Support capacity not checked): BL -A= Q-158-- ..IN: --.- Center Span.Riaht End Reactions (Support 8): Live Load:LL-Rxn-B "7 Dead -Load . DL"Fb(n-B= 2359'w: LB Total -Loald, .2 Bearing Length -Required (Beam onlyi Support capacity not -checkeed), ..BL -B= Beam 066;: �Center Span Length: L2= 19.T -Center:tpah'Un6raced Len'Oh-Too of -Beam: Lu2-Top=: r,:S' in Unbraced Len�fh-Bottom of Seem: Centapa WZBottom= ion Factor: LiveLoait Ourat LiVe Load Defiedt. Criteria: L/ 360 Total Load Deflect. Criteria: U 240: Center. 'Span Load_ ing'. UnffbrrnLoad: Live Load, WL -2= -PW -Li Dead- Load'. wD-2-- a P Beam -Self Weight: BSW= ..:.-Total, Load;PLF' wT-2= d 240-. LS. - 1,D4ad Load: -.2428- -LB- ..Location (From left end of span): X1-2= .13.3. - Trapezoidal Load 1 Left Live. Load: TRL-Left-1-2= 92. PLF Left Dead -Load:- TRD-Left-1-2=, .104 --.PLP. - -Ri -Qht*Live Load: TRL-Rigm :Ri4hf.D.6.ad: Load ' .`Loa&'St6rt:: AA -2= 0.0: FT.' :...Load; End'- 6A-2= 13.3 - FT. - . -' ..-Load.Lenqth: C.1-2= 13. 3:. FT. �roFdr:.2. Parallarn� TrusJoist4 AacMillan wlilr3lending Striess, .2900.: Sb6ar Stress-. Fv-- -290 Modulus of Eiasticitv: E= 2000000 PSI Stress'Perpendicular to Grain: Fc -Perp= 750 PSI Adjusted Properties Fb' (TerfssionI- Fb'= 2921: PSI: Adjustment. Factors: C.&-1. 00 Cf-� 1. 01 ..290, FV= PSt- Adiustment Factors: Cd --1.00 Design Requirements: OontrdllinlZlMoment: M" 16622 FT -LB .12.54 Ft from- Left Support.of Span.2(Center .Spari) Critical moment created by combining all dead loads and -five loads on span(s).2 Maximum Shear: V= 2955 LB At Right Support of. Span 2. (Center Span) Critical shear created by combining: ail dead loads and live, toads on span($). 2 Companson's wi°m Required 59-- ices, Section Modulus: Sre%= 68.3 W S= 110.7 IN3 Area: Areq= 15.3 IN2 A= 59*0 IN2 Moment of Inertia: .4req= 545A IN4 622'.'S' INK Muth -Loaded. Beam[ V Uniform Building Code (91, NOS1.1 Ver 5.01b Bv.: Larrv:.J'Werner AM. AEiC* Group on: 01-29-2003: 06,58:13*AM Pioiect, -AROa64..- Location- FB-2-2.$KEAR-.. .,IN =1/454- Summary, IN'=. LJ439 "61Wx';f_D IN -6 FT %'2:0E ParaltaFt=jrus Joist -MacMillan LB. Section uate-By:-26-1. —Cont(cilliNg'Factor: -Mom e, nt of Inertia /.Depth :Required 16.86.1n CeMve-r sDan'.0eftectionsi * 1.24- LiVe-Load: LLD -Center=. ..-.Total Load: TLD -Center=. Cenier.Span Left'End. Reacfi6ns (Support A): 10050 LS _ LL=Rxn-A -Daad: La ad: 19,0. 7 TL-RxnA7-, .Bearing. Length, Required (Beam only. Support capacity not checked): BL -A=. Center Sp'a.n:Riqht End Reactions (Support 'B): Live load: LL-RxnmB= .DL-Rxn-B-- Total Load: TL-Rxq-s-- ."66aring: Length Required (Beam only, Support capacity not checked): BL_B_- Beam Data; 39 .:.Ceter. Span Length:: L2= -Center. Span" Unbraced Length-Topof Beam: Lu2=Tpp Uet 'S krOJIftnac-ad. Len h -8c om of Seem- aw ;4 Lu2 -gaftom=: LN& Lead 'Dumatiort Factor,: 'Load Deflect: Criteria: U. -Liv� .....,Total: Load -Deflect, Criteria: U. Ciriter:Sxiri Lpadina: Uniform Load: LiVe-Load: Dead Load: wD-2= 8e6m,.Self Weight: BSW=. Total Load: wT-2= .Point.Load,.*A- Live Loyd:. PLI-2=' 'D"6: Load! .-.-'.-16bition-(From left 'end 'of span): X1 -2= Point. Lbad'.2-:..; Live. 'Load: ' PL2-2= .Oead- Load, -M2-2= Locationj:ffrorn left end of'spari): Properties For. -Z' OE- -.Parallam-Trus JoistwMacMillan -Bendin.q. Stress: Fb= Shear Stress: Fv-- ...Modulus-of Elasticity: E_ Stress - Peivendicular to Grain, Fc� _parp= F T V.1 ansion). Fb'= :Adjustment Factors: Cd=1.00 Cf --0.96 FV.: Fv'= . . . -Adiustment Factors: 'Cd=1.00 Des.igr:Reqd4eme-nts: - lCorittolfirlp'Moment: = M 9.12 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(5) 2 Maximum Shear V__ At Right Support of Span 2 (Center Span) . dead. loads and- live: loads: on span(sV.2 Critical shetx created by combinir, _q.all: Comparisons With RelQuired.' Sections:' .. Section Modulus: Sreq= Area. "'I'loment-10 Inertia: S= AreQ= -A-- JTeQ= . I= 62.08--". LB 0.:: LB 9.622 LB 0- LB 113 -FT 2900 PSI 0.50 .,IN =1/454- 0.52: IN'=. LJ439 6.1,54 LB. 1.24- AN-. --9676 LB 374.: LB 10050 LS _ 19,0. ..-'FT- G.OzFTT 0.:0:,.:: -FT 360. ..?40 .0 FLF. 0 PLF 39 PLF .39'_ PLF 62.08--". LB 0.:: LB 9.622 LB 0- LB 113 -FT 2900 PSI 290 PSI.. 2000000 PSI 2772 PSf 290 PSI 57153 - FT -LB 1*0050-: LB 247.4 IN3 378.0 IN3 52.0 IN2 12.6.,0 :M? 2697A !N4, 3402.0 IN4 Uniformly.Loaded-Fl"odr Seaml 97 Uniform Buildifiq,Code (91 NG1S3'T"Ve7:`S.01ti? 8y;. Larn7 :.l Warner AIA-,. AEC Group. on: 0.1.-23-2003 :06:58:03 AM Pro+,ect AR036 -location-. DB-+: ' Summ,arv:; 5.5IN x 1.t.5 IN x,8.75 FT I #1 - Douglas Fir -Larch - DryUse Section -Adequate By: 208.7%.• Controlling F'actor.,.Arezi ! Depth.Require.d 4.981n Deflections::: Dead L. oad: - DLI3= . 0.01-. llsl:. . Live:Load: LLD= 0:02'. IN =.L : Total'Load: TLD= 0;03: IN.=: L/3346:. Rea:aians E�aci7� �sldr: , . live>E oars:' ` LL-Rxn= 875 ::.'. Eg; To3ai Load: .. T -r3xn, f�fi:::. '.. LB .. . Bearing:Lenp.Required:(Seam only, Support capacity not checked): 8L= ': . '- : 0:34 `' : IN Beam. D :FT Urtbraced ens th Top of Beam: FT Live Load Deflect: Criteria: Total Load Deflect. Criteria: L!' Floor Loading: :. Floor Live -Load -Side One:.. iL1.=' 40''. PSF ' r3oorDead l_.�tipat�d=Sidai3rse:. ' DL1:=.. :10:*. PSF ... Trty Sid9One: TW1-:: 5:0'.: FT .. ' _rj';�dWhC €<.l:ii+ea o&d4WgTw LL2=:..' :.. 40 .. P :.....: -- Floor Dead' Load=Side Two: D12=..0. F'Side Tributary:V1lidth=Two: W2=: . . FT." .. Live ioad::Duretion Factor. :Cd= tNalI'oad:. ' WALLS' 0:1: PL.. •'.;.;.;: Beam Loadinq: Bearmi Total Live Lcad: wL='?LF Beam Self Weight: SSW= - 15 .. PLF :,.-.-Beam. Total Dead Load: wD= 65 .. PLP otat I�Aaxzmurrt'i Darr:. wT=- :: 2&5:.:. i?_LF .' . . >Sst.Fat :#?'- r3ougle.Fi.S ►:arm Se;idlrlr#'S9ress:' pb-'• 1350-.' PSI.' :. Shear -:Stress:: ..... Fv= PSl •.':M.odulus"of. Elasticity:. E= . 1:600000.::. . SI" Stress: Perpendicuiar'to Gtain:. Fc {perp=.. 625` - ;PSL:...:::. .: Adjusted:Properties . T,•isic;t): >✓b'=. 1':3J :. F'8l'' :.:: = . ralustment Facto.rs:'Cd=1:00 Cf --1.00 'PSI'' Fv':: Re" .. Adiustment Factors: Cd=1.00 Design. Requirements:. Controlling Moment: (u1= 2540 FT -LB . 4.375 ft from left. support, 'Critical moment created by combining all dead and live•loads: Maximum Shear.. V= 1.16.1. ..LB. isri? eal. sh'iaar'crMited by.combining all dead and live -loads. Cc��oa�<aons'�1i`�,�: `R2�,lusr�=Secfisr;i}- . -Secfon Moduius: Sregs 22.5 ..11 3 S= 1.21.2 1N3 Area: Areq= 20:5 IN2 A= 63.2' IN2, Vornent of Inertia: lreq= 56.6 1144 1=. 697..00 iii Uiaifbsrnty Loaded Floor Beamf. 97 Uniform Buldinq Code:(91'NOS) Wer 5.alt: By:. LarryJ Wamer AIA, AEG Group on: 0?-29-2003: G&.5.'8!04* AM- Pro. ect:'AR036e_ - L*cation:.:.F(a-1 ; Summary:`:' • .'. '- (: 2'.)'.1.7.6 IN x 5.5 IN x 6.5 FT / 1.9E Microllarn - Trus Joist-MacMillan . Sectiibn Adaquate By: 16:4%: Controlling Factor::Mornefit:of Inertia. J Depth R6quir6dds5..�2�3 to Bead Load: 13'y,iY ,V41 Live.: toad: LLD= t3:10. IN Li499 Totaf load` TLD= 0.24. IN = L/332::', Reactions (Each End} Live-Load LL-Rxnn= .. 1.388: LS' Dead-Laeti.'' DL-2xn.=... 367 F.B Totai'.:Load:. TL-Rx=.. '.. 4755::. .LIQ Length Required (Beam only, Support capacitynot checked)^ BL= .. Q.67 tN:.. . Beam.:Data:.: ...::��rai ed Lent t$-Top of. Beam: Lu= .. 0.0 :: FT l=ivert:�atia3efiact:Orttena: Li 360 .T.tsta## aad Deflect. Criteria: t/ 2413:.. Floor. Lpadinp: ' Floor Live Load-Side One: CL1=' 40: .. PSF Floor Dead Load'-W One, D 1= . lQ:.:.PSr�", Tri ol^{ lia:'�id:t? TW9= 5.34:;' FT: Floor Live. Load-Side T%vo:. Lt =: 40:.' : PSF.... . Floor Dead: Loa&Side Two: DL2= . 10: PSF. '. Tritiutary 1Nidtti=Side Two: T1N2= -tiviload Duration Factor. Gd= . ; :lAlali Load; V3/ALL=. .0' Beam:Loadii5p: E3eam'Tatal Livs Load: WL=.. 427 Beam Weight: BSW= . ' .. 6: PLF .'::. . .Serf Beach Total Dead Lraad:'.wD= ' 113.: ::PLF `Totat:i6lwdmu%vn.L6.ad: WT= 540. PLE . P(43� rti° FSS' 1.9i= AAi�Sgllarxt- Trus:.Jois.WacWIlan Bending Stress.; F[t= 2oi70' Pas'' :... . shear Stress: Fv= 285 PS1. Modulus. of Elasticity:: E= 1900000 :-PSI Stress pendiculer to Grain:' Fc_ er - R P-, 750 ..:' .PSI:: Adjusted Prpperife�s '. . F,b°: (Tensionl:. Fb'= : 2891 PSI. .: t'�G;�sitment:Factors: Cd=1.00 C-f1.1.1 FV = 285 Psl :. Adjustment Factors: Cd=1.00 Design. ReQlAremefdw. Controlling. Moment: M= 2852 ' FT-LB 8.25 tt f€om Ieft' SUP 0wt Critical`moment created by combining all.. dead: and live.loads. Maximum Shear: V= 1755 LB . At Support. Critical shear created by combining all-dead and five loads. :CoTpBfiSQrtS`':!i/itii <R aired Sections: Sreq= 11:9 ]N3. SectionModulus: S= 17.6 IN3. Area: Areq= 9.3 IN2 A= 19:2 ' IN2' Moment of Inertia: Ireq= X41'.7 IN4 I=. 48:5 1N_Ar tlniformtY:Loaded.Floor:Beamf 97 Uniform Bui(dina'Code (91.NOS) I Ver: 5:03b '8y:._LarrySWamer AIA ,, AEC'Gro4p..on: .01-29-2{303::t3Es; 8:135 �4M project AR0364.'=:Location: -2 - Summary :. -4x1.9Microllam. Trus Joist -MacMillan w.- ' ion AdeqFactor`�osnentoflnerteSect Skr feast E c Sl: DLD :. 0Z5..:. .. —0. 0..7.-::. N: =.; L/ 48.:. . Totaf:Load: TLD.='':...: `L13.54' .: Reactions.(:Each °End): . L LL-Rzn= :. 1300-- . r=8 .... ps3d':ldad: DL:-Rxn= . : , .. .: '34�' Tala9 aad: TL fbm= Beering..LengthRequired (Beam only, Support capacity not checked): 8L= 0.63 :" AW, .: . Beam;Data: ' : - -' ..: ilnbraCed:.LenAh-Tts3�: of Beam. :.Line crad:Def :.Cri#eria:.'... L1. `:`:;:..':'366-::: Tiatal'Loa :€3.efleoi,<Critena: Floo.rLoadind; `; Floor Live.Load-Sjde One: LL1= 40 '.. PSF::.:: :: oorDead toad -Side One:. DL'i= i�3 :.-. PSF. T.►ia �tarv)IUi> til-Side:4re: T1iL'9="5:0 FT :. Roor i ive� l zed-Sida Twv. Li 2= 443. SF . Fioor..:Dead Load -Side Two: DL2= 1'0 -.:.T.ribuW* Y. Width -Side Two: TW2= :5.0::* : '.. FT Lure:Load;Duration Factor: Cd= lfstall LoaQ:; WALL=..:..'.: .... ..F::.. :::i3eam Total Li�ie.Loa�i'.. =. 466:. : PLF, . :.:.Beam: S6If-Weipht:.': BSVfV_.. earriT.otaGDead..Load:. 106'::::. PL`F:. Total Maximum'Load WT=' . 506 PLt= Prapei#6es' or 1:9E # iicruttatrf- , us.Joist-MacMi3ian Hes�ditto'Str�*ss: Fig= 2P00'. '.'.?Ss.:.:.':' :.::ShearStress:.:rv=,- Modulus: of Elasticity: E=. 1900000 .Stress Perpendicular to Grain: Fo_perp= Adjusted i.oWles' G;;:,,. 2891 ...PSI.:. ..... ..:..°::.'....Adjustment Factors: Cat=1'.t30`Cf=T.7`( .F':'::.: ; .. :: Fv'= 2:8.5 ' . PSI ' °Adjus:..tment Factors. Cd=1.00 Desig! `Retiuirements: Cnttoilinq Moment: M= .- 2872': ._FT -LB' 3:2a ft fron#'.left support Critical morn6rd created by cornbining alt dead and live loads. Maximum Shear: V= 1645 LB At support.' Critical shear.created by.combining all dam: and We oads�_. ^ompanson.s With required Sections. -- 11A. WT S= 17:6 [Na-... . Area:. Areq= 8.7 IN2 A= 19.2 IN2 Moment .of Inertia: lreq= 39.1 IN4 ----- ------------------- rl-y---s---sav---------- <..:lit 211, •a� d�35 i ! 1 gt. r?, Hilt' 8- Rl. its .I 1 1 { s t: t. s Y l l 1 1 f 1 I J J J � ! 1 ! 1 I S !. , s I i TC s !Y i j 3 1 � 1 � 1 — � ( 4 ---------- ----------- - -- _ 1 t - - Y I y � I. 14 ----------------------------- ............... ...._.. ..... �s �� � `� err : sa .t:•: �-� ;S � �� c�s� --------------- 1 N ly {) a - .� --a 40 flQ O �J -fes_ r...... a t � Z .....n..,..,�.� AFI"•• .�9.t'�. s�r..9 ._._.-_ '�aO ! ! c Z .� 1 � • �� -------------- - g!(IF�.`%:��' gy Nu Ar Wit .41 Jj ........ .ter. � '�� -' ��; •I v L'11LTT � sy .. a ., y 01'D1Mi t• ,. 3 d • .f If rim 1 a inj L� �Ur_ r--- -------- . . ........ --------------------- 44, 17� -------- I ---- --- ri ------------------ - 44;j ---=-------- r77.. sh 4 11 e RZ L� �Ur_ I r--- -------- . . ........ --------------------- Nib — — — — — — — — — — — - 44;j ---=-------- 1Y 11 e HIP I Proj. No AR0364 GRID WALL SEG. LINE. SEG., LGTH 1' a n/a d e b f c 3 a d e ,f t S -H -EAR WALL SUMMARY 'DAIer Levet DAic JAN 277 2003 SHEET Or LOAD PANEL PANEL H.D. H.D. NOTE PLF TYPE No. LOAD TYPE b d e f 4 a. 2 a. 4'-0 810. b c c d e e f 3 a 8'<0 405 b d e f 4 a. n/a b c d e ,f 5 s n/a b C, d e IF 6 a n/a .b c- d E f T a nT b: c d e 8 a nla b c f H-1 24 a 6208 E 15 / 2694 5 Upper Level OF H.D. NOTE TYPE {2Y9 M-9 (2)-9 SEAR WALL SUMMARY Proj. No AR0364 DATE JAN 27 2003 SHEET GRID WALL 'SEG. LOAD PANEL PANEL H.D. LINE- SEG. LGTH PLF Typt No. LOAD A 1 2 2'-6 l 921 H-1 24 j 7272 3 2'-6 921 H-1' 24 7272 4 5 S B 1 / / 2 51-0 921 H=1 24 7319 3. 4. 5 . 6 . C 1 n/a 2 3 4 5 6 D 1. nla 2 3 4 5 E 1 nla 2 3 4 5 6 F 1 n/a 2 3. 4 5 6. G 1 n/a . 2 3 4 5 •6- . H 1 Na 2 3 4 5 6. Upper Level OF H.D. NOTE TYPE {2Y9 M-9 (2)-9 a3HEAR WALL SUMMARY MAIN Level Pray: No AR036 ; DATE .;AN 27 2003 • SHEET OF GRID WALL SEG. LOAD PANEL' PANEL H.D. H.D. NOTE UNI" SEG. LGTH. PLF TYPE No. LOAD TYPE 1 a 5'-0 j 154 c 7 1091 H b 10'-0 154 c 7 756 H c 10-0 154 c 7 756 H d 3'-6 / 154 c 7 1191 H e 4'-0 154 c 7 1158 H f 3'--6 / 1.54 c 7 1191. # t 2 a n/a b c d e f 3 a b' c / d 13'-0 390 E 15 1794 H e / ✓ f 14'-0 / 390 E 15 1.588 H , 4 a d 30'-0 187 c n/a e f 5 a n/a b c d e f 6. a b c 6'-0 � 150 c 7 725 / H d 22'-0 150 c 7 n/a e 4'-0 150 c 7 934 H 9 3'-4 150 c 7 1007 H 7 a 5'-0 / 315 D 11 n/a b c d e f 8 a . n/a b c d e f S-H,EAR WALL SUMMARY MAIN Level Prof. No AR.0364 DATE JAN 27 2003 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. H.D. NOTE LINE SEG: LGTH PLF TYPE No. LOAD TYPE A 1 n1a. 2 3 4 5 .6 B 1 / / 2 3'-0 ills H-1 24 ` 9714 P 3 31-0 1115 H-1 24 9714 P 4 5 6 C 1. 2 � / 3`-2 1244 H -'f 24 13175 P43 `P - 4 , 5 3'-2 1244 H-1 24 13175 P 6 D 1 2 .3 4 3'-0 % 1049 H-1 / 24 1 9205 P 5 2'-6 1049 H-1 24 9205 P 5 E 1 17-0 314 D 11 1176 H X 3 4 12'-0 314 D 11! 1176. H. / 5 F 6 1 / 1.2'-0 429 E 15 2417 H. 2 3 4 5 6/ / G 1 16'-0 204 C 7 nta. 2 3 4. 11'-0 204 C 7 ! 451 H / 5 s H 1 2 8'-0 190 C 7 980 H 3 4 4'-7 j 190 C 7 l 1282 H 5 4`-7 190 C 7 1282 H / 6 SHEAR WALL SUMMARY Proj. No , AR0364 DATE JAN 27 2003 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D.. UME SEG. LGTH PLF TYPE. No. LOAD 1 a 62'-0 / 105 C 7 NIA b c d e f 2 a rda b d e f 3 a 23'-0 200 C 7 NIA b C. d NIA f N/A g N/A 4 a N/A b c d e f 5 a 18'-0 104 C 7 NIA b c d o f 6 a b / c - 22' 0 1.30 C 7/ NIA d e f / 7 a 1T-6 136 C 7 NIA .b C d e f 8 a NIA b C d e. f Lower'Leve`r` • OF H.D. NOTE TYPE. SHEAR WALL SUMMARY LoWer Levet Proj.- No. AR0364 pAi`E JAN 27 2003 SHEET OF GRID WALL SEG. LOAD PANEL . PANEL H.D. H.D: NOTE LINE SEG. LGTH �PLF TYPE N4. LOAD TYPE ` A 1 20'-0 ( 4 G 7 N/A 2 3 4 8 2 / ,• .3 V;,0 758 H-1 24 / 4270. J 4 . 5 6 C 1 2 3 10`-0 5$9 Vie- t 24' "l 938 H 4 , 5 2k- 3 `� 4 5 20'-0 438 E N/A 6 ' E 1 Na 2 - 3 4 5 ' 6 F 1 n/a 2 3 4 5 6 G 1 n/a 2 3 4 5 , H 1 n/a 2 3 f , 4 a SHEAR WALL SCHEDULE per ER -240; ..Upadthd 1616110 .' `... PACE. PANEL PANEL LCaAC;3 7 SHEATHING DGE .9 . Fir -,LD 9 A, : SIZE,a SILL,C64` A-361;8 TYPE F.-•..:.-....•.----+..+n...����—�—...�.... No. PLY NoTe t4AILING NAIL114G $PACING NAQNiQ Ulps ,..•. ,�'•........•........ 1 .......•. � .♦-�•.-... ...••-•�..+-•.. .+-•-i ..•�-.—.:.-...+ .. v.-+-1 .....�..� ..1—.. � ,:y...--.7+-....-•�.i-.J+'.:+•-•�+.- /+fay-..�My 00 1 •....��"E''•�,t7•PBRD6N SIt? (unblti�id�}• 5d 74 5f { .,7c' Y'�l2"' ^%d:"��. 1�d�� 'I��� 40' 0;.C. :::. ' ... K-.. ................ �' .............. t ..... ,.:d:+.. .. ... .. •.. .:���a��"coAr rsi�t�cct� ' .�.. .�:;ia�:;,�:� :, w ;.s.M;::...,=, wnr�.. .... ''9l2"�� �4�3". ...rt•r,.•, ....... ..18d,.{�.FY�... r��,..w+r.. .,.� ::��„ KD..f;. • 17f 518" 6YP 13RD ON5 SIDE (tacked) 2 6d 4" 6I 4" 1l2" (� 4€" 16d (� (T- I} " J.D. 13-2 4 200 112" C;yP 80TH WES 2 5d @ 7" 5o 7" 'If2" 4$)," 16d Q 4I" 2t1" O,.C. 13-3 5 10 318" CI)X 2 8d 0_ 6° 8r' ® 1z' 1/2" C� 40- 16d � W 30, 4..C. Fi 4 1i 204 THREE; COAT STt.JCCO � 166 718" 6" 160,718-@6" 112° 40, 16d Q 41- �:W 0,.C. _ ...:::::::::::.:::` ........1l2p 1;3YP INTERIOR FAGS.. 5d 1'1a i" : C ..... .•.... .•.••�•. ........... .......r............k41-1— :...... .. 24 1iZ Cf)X PLY ')X ,y. ✓ , .r... wF.. ..l u• ..fr.l V• ••.t.. •.M7... ::.. . tlrN..•. 1 ..��:O.`.T.......... ::2 ( ":'„:...:,.. .....,.. N, ......... ' w; ” 4# 6 id".. 12" !iW @ 4ii 16d A w O:G: (`-1 • $ 20 318" WX PLY ONQ's. SIDES 2 8d @ 4" ad (6 '12' 18' Q 40" 16d 1 '11" 18" O.C. C&2 9 204 3/8" COX PLY.EXi'�RIOR 2 8d 0— 6" 8d @ 12` 112" @ 4.00 161041, 2w P.C. 112" OtP ORD INTtRIOR 5d @D 7" 5.3 d" Q-3 ......................... ............3317 .......318'' :....... GI)X PLY so:rH SIDES .. 2 8d0 6" 8 (c 12'/9_" " 4�,.,.; 18d.3" 1t3"1�C. D.�1.344:. ...... ....... 112" f�i.1l EXTs Rt(} ; :: ;:�:� ;:� GN:......._.�1�d ( a,:......,.. 'a/a" . .,.......:t& +; 7i`�(i C 0-1 12 3613 7116'e=)( PLY BOTH SIDES 8 Sd @ 61' 86 (612" 5/8" 3S" 16d (0 411 12" CI,C. 0-2 13 3M 3f8" PLY EXTERIOR 8 8d @ 6" 80 Q 12" F5/&$ � 3$" 16Q Q 4' 12' O.C. 518&?" (1YP BRD INTERIOR 6d @ 4" 6t1@ A" D-3 1... _ 39fl 1/2" C.j)X PLY 13Q 1jl . SIDESEt 8d.,1 t3" 8d (�12" $° .t r W__ : 1 &? E 5: 84:: 1r2lI C!?3X PLY "XG RiOR.. .,:.. .:�: 10d -1 16 494 316'0- (}X PLY BQ'I`H SIDES 8 8d @ 4" &1(012" UW 0, 3# (2)10d 414" Mfr' O.C. E-2 17 544 7116" ODX PLY 1301FI ^SIDES 8 Sd4° � � � 12 " iJB" @ 3Q" {2} 10d Q> A" ia"' O:C. F 10 620 112 CI9X PLY EXJ'? RIQR 8 10d [ 2 10d Q 12 -St 24" (2) 91}d 4" P4 tp 6511 318" CDX 130TH SIRES 8 8d @ 3�" f ;�. .._ -. �� ........ .7.0 .........7�16...�DX PLY t✓C:►,_.. SIDES ...... .y.p8d Q 3'.. Bcl. ?�!8 (%? 2e1" � 't 1 id x 3� .� � f3..G• .. :: .....__.�r ��1 . .._,• 760 _.. ..112" 6DX PLY 80 H SIDES .,,.. .........:6 �8tl.�1.�„ .'12".... :8sl x•12" . � W110:.3��,:; �. O.C. t-1 ................ c'2 83( _ 3/8" CIX PLY DOTH SIDS .. .»f' 8 .8d 8sf1r.,�. 6/6"..Q. �� _...... .� �. .1...................., �:3 97(3 ....... rr'�� pj�^�'� u �` ' N •P V, H SIDE6'. 1!2' C� X PLY ,� .f'.. .�.:• 10d @..0p 4Ql .:�4Y A2"• .•1.�7 V" .. V". . �. e/i.�....... ('.14�d rr..11. •.•....V' \/•• 3.. H-1 '!4 1240 1/2" ct.)X PLY BOTH SIDES $ 10d .100 0, 12" 0/8"@ 12". (2) 200 �I 2" A„�7•C. 1. OVER DOUGLA,$ FIR FRAMING 2. ALL PANEL EPG -E$ BACKED W/24NCH NOK OR WIDER” 1,RA IINOt1.N.0. 3. S iitiCgER At,L 6111 NAit iNC3 4. PREDRILL ALL, 20d & LAR0511 5. W"1 A41 SIL?INN MAY BE $Ul;$Ti -UTCO FOR 3e ' C0X P1 Y. 6; A45P. CLIPS s44f EA. . 7. All shear malts Wth load plt of -Over 350 ahaly have U (rotning me'Abet" 0 plates ;l id l s B, ALL. EDGES �tAt~I(ED UV/ 31INChI NOM. QR �'IpER 9.11�II9 based an C►�itonrA ng 64140 dia 7' Ig, 8d 1113' dia, 2 t 12 Ig, 10d .12840.3" tg. pW S,", -oiler , 5d .086 01a.1.618? Ig cif = di a,17N1'", Ig, i3ti .113 dio 2 3f8" � ALL HOLbOVVNS AR' E $1,MP$O .FTOOTING/SLAiB HOLDOWNS SINGLE OR DBL POUR .2560 PSI CONCkETE H,D.. H -D: A.i , STEM NAIL. I SCR Wi.0Ah7 .WOOD N& 'TYPE- NAME TYPE WALL SOLT _REob- CARACTY MEMBER A LSTHD6 NIA -IRS 41�dd SINI4E1026 2-2 8 STMDIYi NIA 2446d SiNK£RS 21010 2,2x C STFIDIO N/A 6" 28-14d S•INt°€ER$ 2880 24x STHD14 N!A 6" $-1�iil SINKERS 4'.65 2--2x Er PAHD42 NIA 6" 7-16d SINKERS 980 Qac IF HPAHO;?2 NIA 6sl OL -1W SINKECtS 1 6I.fi 17C 4 HPAH022-V NIA B 1249d SINE ,ERt 24930 2x N PHD2.SDS3 SSTB20 G" 1p�ap5il4x3 3Ei90 2--2x 5!8" A317 .� PHDS•SD33 SST624 fi" 13-SIDS1/4X3 4005 2-,2x 518" A307 PHD6-SC;, a3 SST834 60 18-8D6114X3 $800 2••2x 718" AVM L PHD8,�SC,S3 SST8..34 6" 24-$DS1fW 3p 2-2x 718" A-301 iVI H98A 86T834 8' 3-718" 74.60 4x 718" AW N HD1OA SST034 8" 4-718". 9540 4x 1" A391 HD20A 1 1140X.36" $". 4-:1" 133$0 fix 1 10'A-307 P HCj15 1 1/4"x36" 5,1" i53P6.. pix 1 114" A307 AR.4 H 3Lt90WNS ARE: $!�PSON oO'rAONG TIE".U.N.0, FLOOR TO FLOOR 14.0. H.O. ANCHOR END MAIL. I SCRIM ' LOAD WOOD NOTE T n NAME: TIE SPAR BOLT REQI). CAP��TY MEMBER 1 C818 NIA 9" 18- p f d SINKERS 1006 2x 2 CS16 NIA 19" 22AQd SINKERS' 13 6 2x 3 CM$T14 NIA 34" 74-160 SINKERS $707 4x 4 LFTA MA NIA 16-100 SINKERS 1012 2-2x 5 FTA2 I!aIA NIA 4-518" 28,20 2-2x F`I`A5. NIA 1 4-314" 37.226 24x 7 ST0224• NIA 19" ?...8- i13d SINKERS 21.16 2-2x 8 MST37 NIA 30" 92-160 SINKER 1764 4x �) MST60 NIA 14" 40415d SINKERS 4019' 4x .10 - ST6236 NIA 1$" 40il0d SINKER a 2asj 4x .5 URAP TfE S HEDU L .. OCT 23- 2OW- tom; STRAP) TIS:. NWLSJB.CCTS, QTY -OF C �-C, - --Y TYPE'. NAILS l BOLTS - 1 LSTA18 10-d SINKERS 14 -885 ;2. ST622� 1M.SINKERS 28 3. MST27 16d-SIWF-RS '30 2315 4 MST37 16d -SINKERS 42 3204'' 48... .: . 6 56 4870- 7 MS772 16d -SINKERS 470. 5810 .. . . -s�aT'3 WW SOLS: 8 95 9. HSM& . 3/4" BOLTS 1'0 MST172 10d X 1:1/2" 72, 4415: 'TO-CA:1 84 OF'T$-�E €�.E -; ; FAQ: sES €N`THE &'MPSM,... .. ..::: . :.--.WLLE-,CT",i .-S.CHEDUL N6. C;OL.LECTOR CAPACITY �-1 2 x 4 2231 0-2 2 x S 3506 C13 2 x 8 4405 C-4 2 x 1 o 5800 C -.S 2X-12 844:0 .0-6 (2) 2 x 4 3125 C-7 (2) 2 x 6 4900. C- -(2) 2'x 8` 6 . C-9 2t 2 x 10 a3l-o C-10 (2) 2:x 12 11.170 C-11 9 V2`1 - JOIST 2150 o4z 1.1 Wr 1- JOIST 3480 C- 3. 14�`) -101ST 5140- C-14 9:1/4" LVL 6880 C-15 11 1/2" LVL CAB 140 LVL g76�4A5 8650 C-17 14" 3543 -4 -301ST 6052 DESIGN. AD: NAIL VALUES.-fOR ANCHM BOLT ANQ.S4Lf0_-NAtlL - .. SPL INs ILING" . . INA SPACING. fl4P PLF :. .." 16d.148 .6",O.C. 240PLF-1. i6d :148 4"-Q:C. 360,PLr t0d"A48 Tl 4:0.. 484 PLF 16441 .148 RO�tW3IS 6" 0. 0. 480 PLF . .. .. iX:`. • . fj(22ry)�� C`I R IYYS.4r. O.0 r'2 Pi.,�: :. _ .: .: ........:...: _ . . ' . 1.6d.148 (2� ROWS 3" O.C. 56.8..PLF* 20d .162 6" 4,G. 284 PLF . . 2€ d ..362 :4'0 €.- .426"PLF 20d _1162 3" 4.C. 56$ PLF. 20d.162 (2) ROWS 6° O.C. 5 PLF -RO S.e 0.0- 152' PLF, 20d.162 (2) ROWS 3* 4.C: 1136 PLF ABHORSOLTS ' .. .. `�{z .. G.iag3 PLFbfL .iJ�7)6�.s"f. hA:8. "i. �Qlc:. ssi" Si3.�r af' PLF ' 1;12"--A.Gr?. O.C. -33.0 PJLF .. 112" �.8. 44�3 .2n" . 4855 PPF ' fA1 yC�. 112" A.B. 32" &C. 970 PLF e�r31�� " A.€7•: `�4}k}}jt*� PLF y��s-C, r2�.a996. PLF JrIS'd �:g. 367 O \C. 505- PiT a1R'.A 3. 30" O.C. SM.-PLF 518` A:B. 2 " O.C. 758 PLF 518" A:S. 1'8" O.C. 1011D PLF 5f8u A.F: 12" fl:G: 1616 PLF NAHZ 16d SIWERS--Cwt P-NAILS, k..'148� 93X4.30= - 121#f NAIL NtAtL.S 200 S# gKERS ORP MAILS {.162) IOW.3-0= 142-9 : NAIL ANCHOR SOLT 1;2" A.B. CAP .@ 2 ..PLATE. 626x1:33= 825# l A.:8_ A 80LT llr,AZ.:CAP *.3X PL.ATE 7.3. 0x1:33=.97 /A.8. ANCHOR'SOLT 5i8" A.S. CAP @'2x PLATE 8911x4.33= 1180/A.B. ANCHOR SOLT' 5%8" XR CAR �i 3x PLATE1140x1'.33.1575# t A.S. kea, Height & Weight Data jarl P'LJOCIR KA N AREAS & SHEAR WALL GRIO SPACIWG 18stablIA (ifirl Shminn anel 91mr Plan O.Aftcenimiln 3t4 r --,P page I Mi Left 3 - ht o= 3 hRj= 1016 $8.5 tat Wall tPOCIRP 0.5 1 . mhohmjq�. 11.0 1 10 7 626.15 1208,25 166.6 Sheathing ao Framiff. .9 2 fired . AMO wall 20 Framing 2 2nd FI/Rf 1 R 2. hid= 53,01 h8j- 237.407 SnItAv Vve=- 61,2 WO 43d.;8 - WIS 1011.76 416 6124 i181,20 1148,5 88.6 el 40 71 16,5 COW Z:t 4 We= 121.6 Roof at 2nd F1 2nd Fl/Rf 9 Z R A R f R -IH q�__j FfI 1.5 Ext.lPinish 7 0 yp. 9d: 2nd 1710 74 R $floor 1,5 R l R 0010 Framho 2 Ins6latio 0:5 2nd FlIl-V 25 R 1,Fl R Floor Gyp. (34 2,2 I Flooring 4 lot,ploo 1331.8 2hd FVIW 16 R R 2 Other R AM 10 Az 1st: A J-11. 3.6 -1372- IlAtation 2nd FURf 14 Ft 696 403.62 dths I iF OM W svea 10 WW4 622 2nd PIR.If 10 it s1,2 Koo HEIGHTS & WIND AREA R 0 . -R +stsbIlivh Flopr . to Floof and hoe i4ol gift (ftt' Root R*Qf Poor* 783 a -root Root Root Oloqk Area Over,Ilj DOA 211d Fl I ROO Roof OWk Area Fkv8lor*Area Pekin�'I.Or Wall Ove�, 1! Q'gpth tat Floor ; Am PerNw Wall Ombo pepth T , J1 .2s8ql' 'Th. V 10 3 ht o= 3 hRj= 1016 $8.5 OM10 Npth V RkOf at 2nd F1 9 AWS 026.75 635- 626.15 1208,25 166.6 Sheathing 110 Framiff. .9 2 fired . AMO wall 20 Framing 2 68.5 Zz 3.2 hid= 53,01 h8j- 237.407 SnItAv Vve=- 61,2 WO 43d.;8 - WIS 1011.76 416 6124 i181,20 1148,5 88.6 el 40 71 16,5 COW Z:t 4 We= 121.6 Ar;, bf ' , , UdIm s AL DEAD LOADS: h. -A s -A A )" - I.Right Root Wdor Wall Root. Fbwr Roofing 9 %pAd 4A Block (41*k Perim Our 11 Sheathing 1.5 Framiff. .9 2 fired . AMO wall Width Framing 2 pl*h - 1.3.5 SnItAv 0-5 0.5 11-.6 WAY t2.5 6.4 21 21 6i.5 COW 121.6 Roof at 2nd F1 ms .9 frisulatim 0.6 Exterior W411 469 103;5 11.5 -IH Framing 1.5 Ext.lPinish 7 0 yp. 9d: 2.8 $floor 1,5 0010 Framho 2 Ins6latio 0:5 Floor Gyp. (34 2,2 Flooring 4 lot,ploo 1331.8 $2. 8hea"no 2 Other AM 10 Az Fmming 3.6 -1372- IlAtation 0.5 696 403.62 dths OM W svea 10 WW4 622 s1,2 Koo HEIGHTS & WIND AREA IM 0 . -R +stsbIlivh Flopr . to Floof and hoe i4ol gift (ftt' Root R*Qf Poor* 783 650,8 p 0--ft0k. 4 0 JV 11 ............. 747 41-5 005. 12 bo 4 ZRoof i1114Plan of PICOV, 3 :.>15% ��4�j Rr& Area 135) 4 11 8 [K2fid Fntkoof vFta vfti o 2MI Ft peoth I Roof Area 4214 fl to A Hlelghl 10 I%Or- Rw Area 115 W POIPVW N ke -413 17, 611 Ist'FI I)p S if SM. Me, 0, 1 ho IF I kit I 4 . . .... 0406 >r wt qp FIS Area 42idwloblN)oJttdaOpr VA pelin*w 'VO .0 Rldlie 8-, L O R 'Y Meop Raaf Ht. 23.5 R.Ot13? at 1 P-wI4 -lift M.00 v v 4=6. -4-4 ZY, f7 Fr 6 u v a it PIP sr- er (D. co CD 03 Za N. rQ1 IM F5 a szo v -4 f. cis 9 in -Ln C� to. xnr 41 'S -s Er m In, R -�y s,' 2 Im . V.- �s LR b94 z3'. 2.0 • ag w 1 all CL ZL N. rQ1 IM F5 a szo v -4 f. in -Ln C� to. xnr Er m iTt R -�y 2 Im . V.- 2.0 • , Efa CL ZL rL W�S — N. rQ1 IM F5 mdl 421 a szo v -4 f. in -Ln C� to. xnr mdl 421 OR Rr xnr Er m iTt R -�y a4a�.a^d9�wlyt�.Pain°'!�tP%larusfi..!rrodwvaR,�*^"" - ..�' �f6e,1. MoQW 17 x003 HrmAGa�r to�,O mijyiiq 4 ,lalbr .G A al V+I ar Ali CSt h 6081 �n9kanr �.iit Lindn'y :+ Seim (S".) nw*4 4 * to 00 possbb (i 146nta (co. Rtmidve Up hot ir!3t i Roup arwl dd 9 f9, to frets in�ttimt (tYrt r in a p ri nt; Ee 1, r 4R: >es ! S VAN U tit S ttt orn aq rmoalzie t : :Bea ' W IE B .J$: Vd�11 U iabE i �► I EI 1, �:t cess �i rive j rn�, l: , I'iahle SA9 s 3 Wall aPsr �s Sig . gall lis 5 lNrtil Aclables C�!'ef�L19-11 K— 'OI LIQ. tit 3F F%1 ' d tit 13 f'JI tit t , 9 M. Ott 1"JI rt�� Ht. E Hi X11 V`d�rQ. U* Run..Mon { to Bork wm-...... $yet Imn�4— ty t SW sum—i— syat. aq q0I suvm sr"t urri y!1t swn yAt 9U►rl'� �,t�E 1t t Sed tlralt V cable tieg 9 arrt SeC3 l9 Vasiahkts . 3ecj WaU V�rrrt wall V411 it � , t Wet? Val � i�11 Uadai�s S�cl wail VeiriaDic� 1, Ht 6 E!1 S _. Berra L i t t a E113 . rb . !. iii 8 I !g fft t� S m l Ni B i"/I ;v — m 8 FJt S Mt S r.� r- Bern I Hi 0.: 11 8 ; m ( b 1f? 9 B E b 9 ;t b 9 8 b 9 bx 9 ' b 9 b 9 c i0 9 6 E C c 9 , a 9 9 c 6 p E c 9 d 3. 9 it d 13 913 F d 30 9 t?'• E d 9 "< d 22 9 8 E 4 9 E 0 rt e 9 I e 9 p a 4 0 B E f 3.5 9 6 E P (3 til 9 8 E f 9 f g f g Skint ytit S14f pilin Sy t sunt RY Syat StN 'o 3o SYM sw sum--Sr,-,t ,% n � Py:►,t 3W sum � 5� sy4t 3Nil %rt'� s+fit kod bus to 1 W+e ( Igad 1r�ns t0 tats Nrte &;b.. VVit Uatiabtefa r Waltnr'salf9As: 5+: rel Variables l wall Vtarpkss yl a< w'S U dab 6e9 1 es i l; f Dari. 9 aN abteM Wilt �r�tables �' Liv i qurn Mt EJt 5 �.._10- 9m i tit 3 1 9.,r..._.49 :. m Is NE ��! 0 EJl S tiff 83y;»1I v ' m G Ht. B s H: .. fit �l i~f! S citEit t3 E1 Rl N� , t�Jt a E; 3 t3 E S it A ;i 3 8 e R b 3 !t! t b 3 3 b 3 3.. ii 3 d 3 9 C 3 22 3 S e. 3 d 3 d l ti d `; i d 30 8 E'"S f 12 8 E f i 8 staff :. 7d Sy rt slfiP slim M' y sten € Syst S9±V i m 30 Sit 8WS siq n ` i Sy-t SUtI SUM 55 r ;fir t tiVl► sin 98 Sy IVU.. suh� � SAE !emit trans t sed ins Sher!i M4�1�hhMl „li��e bloc�a 'R �� NAM . ..if tif .:. Cal 91 '�' .� {� - •� is �� 3 � c � {Y. � cn ' ,S ati _ _ as w _s - •ti.:.a.--Pc -icy , - - vis <cR�• c a+ .o!- .. �,. =v-. �j ea to €a 1qi w w � - :u 4:p 4!�"as vim' 3 ca m ca oica co co ]COLo, Ao { rss <x :�s-' cs sas h as cn .p as ry ,� -cy ca.w O� w CFt'� rJy• 40';�, tp ";� to tp#i .� •'� CD ( 4; fiA.4.. re? !x -0. w rW �► .. '•cs S o$ UP* C4 to <.s{ zea :o .Aj:, 10 ae : m m to ' as ca �e m us lip x asp to gym- cn catID cv a �' a p owa. � � tv� to � � eas� *� � m ! �'. � � � � •fit ' C.3 co W 10 to 140 4plm 3 t 3� `[tJ• ca m - to w so 3 7 ((( tie A. � w ti'.' �. 1 ��- � �` poi fm .. mm r' m to cn �n I 4 OjO Sw r=V Vmfl `Idaw V kwal V traj*4, vao qpe 2 V lelm 1, god la" V Sam V & LO -AM N1 R1 NO Rear LaWi 466d Angil�sls 4 MOU O'erA ..PRO 10Un4.4 jne: Lino 1. Ling. 2 Won j417� d %e if Rm--, ff Wlvlllez� OTM It 8 t k Vne P h ti� VA "A/8 TV,,l SW -V V, H Vw 0 '41 �k 50 ft 0 a line i or 3 Vr4l1r1L*2of-4 Vadj-gro 3 cc i ifs firm 4 or 6 Vacs Tina 15 of - I VW1 Me 5 tw a Vadj find 7 2nd 1tvol V u level V 2nd W61 V qknd wwat V 2nd kW V A 21HOiftel V 3.241 0W W4 V Zid WIN A ` 201 1,60 7,13 369 14.5 14T X,'- 3.9 93L 1t.6 %9 78 2i'm b 01 14.3 C 241 61? 14.3 313 3„l6 811 d 201 0.62 4,99 41',t 21S 43.A d 266 701 60,5 d 313 KO 291 V a 201 1,07 d ONP. 34,5 go. c9 %QO 197 Ito 201 OV 4,99 f 41:t 26,9 49.2 Ata”, 6) V#.dj L4no, 2 41A Vadj Him tor 3 Vadj lino 2 oro 3,34, Vo.4 WO 3 Or152.0 VE4 lirto 4 or 6 313 114 4,40 Vadj finO 5 b("I 1.36 Val firm 6 or 0 Va4 lio 7 1.00 r V V 4,lovo �1-24 r-- V abm 3:24 rz,. V obove t-- V above r V Above r- V alplove 0,08 1%0' V 1.67 11MOV 4.14 0.18 1016VV 3,76 M Is( M V 298 �t lay V 3.99 Is 0,00. 1st Ick V 3M OM tat Wo V i.;'A W IN V 7, V. 5,01 % S L,�u � � Ff �'j -7.4 -t—Mm, V 10's % SJW - I �j w SUM V 6:61 16 i&�-/% m V F- R —SN U 16,9'r/. Ski V 5.3. so M, w SA V 1, ii Sm . t B 4 4�-% ilUl , �M %,tV 369 14.5 14T X,'- 3.9 93L 1t.6 %9 d ONP. 34,5 go. c9 %QO 197 Ito 16' C)�M 0 mkk g 1011:.11:8 AVIA j line I or 3 Vadj Or,$ 2 or 4 084 s/itdi'line 3 orli, VZO1 fino 4 or 6 -Vada ins 6orl Voci, fine 6 Or 0 Wo 1106 7 10) 5.9-1 ett: V -*y4p 6.01 Z. p aWvo �r V W-Nois - 63 r Vobwo'lrM. - :. . V fki I V L B4tF 1 1,W 0.09 OsMt V U1 MO Gtr V IM 00 Ss6t V 1.82 6b6' *V. (A t - asm V, 04 psi-4it V 71114 V 712 w v Sum V `1.82 Sum 7�3 7:3 G. Load Distribution & Overturning Moment Page 6 ©3995 MaxQivake Archforms Ltd. All Rights Reserved Lateral Load Analysisb: [Lateral ate: Jan 17 2003 Firm: AEC Group q.3 Lar Warner AIA CS1 Q99.03We7 Construction Design Software ` Lateral Line A Lillie B Line C Line D Line IE Line F Line:G Line H Force Seis %= Wind %= OR= if V. snow RM= ij.W,67; -85 OTM= if Sfk Vnerht Vad= V= SumV= Distrib 1rib.fl AlSum RA wt AISum w k Star► lev.4bb area Wt/ft"L "2/2k SumV" Ht'L SumV.irom Ln Ln%`Vmax SOM Va -Vabv� 2nd % SNV 5 5 % SNV 50 50 % SNV 45 45 % SM % SM % SM % SNV % SM Levet Wlft RM OTM Seg W/ft RM OTM SN WIOt RM OTM Se_Wlft RM OTM Seq W/ft RM OTM Seg Oft RM OTM Seg.1Nlft RM OTM W1R 6ZlA 01M VV"ind 9,210 2 114 0.24 18.4 2 183 0.24 36.8 SW 3 114 0,24 16.4 r -V vrall '10i1w / V level Frame V frame! Vadj line B 4:14 Vadj line AorC Vadj line Bort} 0.46 Vadj line CorE Vacj line DorF Vacg line EorG Vadj line ForH Vadj fine G V level 2nd level VHt 0:46 2nd level V 4.6 2nd level V 4.14 2nd level V 2nd level V 2nd level V tnd level V 2nd level V W Sum V 4.6 w Sum V W Sum V. 4.6 Sum V Sum V Sum V Sum V Sure V ist No SM 0.26 0:56 % SO 6.66 5.65 % SNV 11.7 9.32 % S1W 20.6 18.4 % S1NV 23.1 23.2 % SNV 13.9 15.8 % SO 14,9 16.9 % SNI 8.91 10.2 Level Wilt RM OTM SOA Wfft RM OTM Seg Wit RM OTM Seg Wilt RM. OTM Seg W10 RM OTM Seg MOON RM OTMSeq Wlft RM OTM WA RIA OTM Wind 1 412 19.8 33A..11 361 17.3 46.3 1 378 32.3 29.4 32,551 2 255 0.98 30.1 2 275 5.86 1117 3 2% 0.98 30.11 3 370 11.61 43.8 4 400 1.2 28.8 4 412 19.8 33.9 .:' 4 378 15.3 20.2 4 275 2.02 8.05 5 370 1.61 43.8 5 400 0.9 25 5 275 2.02 8.05 2-201 (r max W.5) Vadj fine B Vadj line AorC 4.79 Vadj line BorD Vadj line CorF Vad! line DorF Vadj line EorG Vadj fine ForH Vadj kne G 1.49 r= V above 4.6 r= V above r V above 4.6 r= V above r= V above t= V above r- V above r- V Move 1st ley V 0:18 0.55 1st lev V 1.9 0.61 1 st lev V 3.35 0.51 1 st lev V 5.87 0.13 1st lev V 7.54 0.16 1 st lev V 5.15 0.08 ist lev V 5.52 0.07 1s1 lev V 3.31 W Sum V w Sura V 6.69 yr Sum V, 7.96 w SumV 5.87 w Sum V 7.54 ''w . Sum V 5.15 w Sum V 5.52 -w-, Sum V 3.31 Base %° SM 0.25 0.56 % SM 6.71 5.65 'A SNV 11.8 9.32 % SNV 20.7 18.4 % SJVV 23.1 23.2 % SNV 13.8 15.8 % SNV 14.8 16.9 % SNJ 6.86 10.2 Level W/ft RM OTM 8Wffi RM OTM Seg,WAt RM OTM Sed Witt RM OTM IN Wfft RM OTIC ateg tNfft RM OTI41 Wlft RM OTM S Wfft RM OTM 1 528.45.1 29.4 1 90 13.2 Wind 1 97 13 0,62. 1 5011 24.1 46.3 15,717 3 385 12.8 55.5 3 532 45A 76.4 3 205 42.7 4 528 21.3 20.2 4 365 53.6 8.05 1r 5 615 82.1 47 2-20/ (r max W.5) Va4 line B Vaca line AorC Vadj Sine BorD Vadj line CotE Va4 line DorF Vaq line EorG Vad line ForH Vadj line G 1.12 r= V above r- V above 6.69 r- V above 7.96 r- V aixroe. 5.87 r- V above 7.54 r= V above 5.15 r- V above 5.52 r- V above 3.31 0.00 iBsmt V 0:09 0.36 Bsmt V 0.89 0.27 Bsrnt V 1.47 0,18 Bsmt V 2.89 0.18 13smt V 3.64 0.25 Bsmi V 2.49 0.12 Bsmt V 2.66 0.05 Bs mt V 1.6 w. Sum V 0 09 ti�m.V 7.58 w Sum V 9.42 w Sum V 8.76 w Sum V 11.2 w Sinn V 7.64 W. Sum V 8.18 w S V 4.91 Shear Null and Hold Down Requirements page 7 axQuake elm Arc forms Ltd. All Rights Reserved Lateral Load Analysis Date; Jan 17 2003 Firm: AEC Group Job. A wO By- WarnerAIACSI Q99.031Ne7' Cohstruation D' ' n Software Line 'I Linea line 3 Line 4 Line, 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTIA) • Resisting Moment (RM) t Segment Length (Seg Lg). Min' um required Had.HD T selected from Hold-dem and Wall S ScWule on a 9.. _ .r.�.�TF 2nd Level HD HD HD HD HD HD Seg lift T Seg Uplift T S Uplift Type Uplift T e S lJpfiR . Typo U lift T Seg U IHtT Seg Uplift T a 5209 A HS a 2.694 A H2 9,2,3 Wal Lines Run 'From Front to Shear(plf) Shear(Oft) 810 Shear(plf) 405 Shear(pit) Shear(plf)l Shear(plf)Shear(ptf) Shear(plf) Back Wall T Wali Type A, 33 Waller A 3 Wait T Wall Type Wall T Wall T Wall T ape Detail Rf 2 & Ext WI T ND Roof Uplift from Side to Side resisted Left and R' Ext. Waris U lift l Rf 2 Ext Vut 65 U lift 1st HD HD HD HD HD HD HD Level lJ lift Ty $eg Uplift T 3 lfplift Typo S Uplift Type . Se 0 ift Type S Uplift T e Se Uplift T sy Uplift TYP a 1,091 A Rib b 756 A H1a c 756 A H1a c 725 4 H1a . d 1„191 A H1b d 1.794 a H2 d d e 1,158 A H1b a 934 A H19 f 1,191 A H1b f 1.588 A H1b g 1,007 A H1b Shexr(plQ 164 Shear(plQ Sh6r(pit) 390 Shear(ptf) 187 Shear(pIQ Shear(plf) 150 Shear(plo 315 Shear(plf) Walt .r A 6 Walt Type Waal Type A 3 Wall T A 6 Wales , Wall T A 6 Wal! T A 4 well T Roof Uplift from Sire to Snide resisted by Leftand Right FxL Walb Uplift (pli) Rf 1 @ Ext WI.152 Uplift Denzil @ Rf 1 & Ext Wl A U Stra old-Daw+is must Dur continuous down 'ugh the Wall below to the Foundation. If no Wall below, tie to BeaGnss1w fort d Pant Lioads___,y___� Base Level HD HD HD HD HD HD S Uplift T S U lift T Se iJplift Type Sed Uplift. T Uplift T . S Uplift T D' Uplift 1' � HD S U ifl T a a a c d 751 A fila d e f f 9 Shear(pif) 105 Shear(p1f) Shoar(pll) 200 Shear(p Q 237 Shear(911) 104 Shear(pll) 130 Shhear(pN) 136 Shear(pil) Wall T A 6 Wall T A fi Wall. 6 Wall T Te A 6Wal T A fi Vifall T Shew per Linear Foot (Sh ar(pif)) = Sum of Shy a1 that Line & Level (Sum V) ! linear Feet of Shear Waltat that Line & Level (Sufin Seg Lgth) Minimum required Sheat Wait Conitruction or Shear-Frame for Wall Tvpe Symbol is selected from Shear Wall Schedule on Page 9. raa�wraat�s� r � r�i..nurr� oo�nwser.o aiwn� Shear Wail and Hold flown Requirements Pam a maxQu-ske ©1995 Ail Rights Reserved QKO3We3 Archforms Ltd. Latual Load Analysis 4 co0strvru Rt!in Software Date, Jan 17 2003 Finn: AEC.Group blamer AOA CSI Job: A 1 13 . Line A Lane 8 Line G line D Line Line F Lind G line H Uplift = Overtvming Moment (OTM) • Resistldg Moment (RM) ! Segment Length {Seg LO. Minimum r uired Hold D wn T selected from Hold-down and Wall Step Schedule on Pa a 9. H HD Leve. HD O HD HD S U lift T � Uplift � S t.t lip ft T1 a Seg Uplift. Ly HD HD Upl'dt Tye lift T S Uplift e U i)i T A,B,Q. 2 7,272 A Hi0 2 7.319 A HIO Wall 3 7,272 A 1410 Lines Run From Side to SheagplQ 921 Shear(OM Shear(pIQ 921 Shear(plf) Shear(plQ Shear(pff) Shear(ph) Shear(ptf) Side Hull 1 e A Wall Type Wall?ype A 33 Wall T U Wa11 Tie Wall T Wales V4a11 T ift RI 2 Ext All 57 Uplift Oetall�z & Ext Wl AT Roos gplift from Front to Back resisted Front and Back Ext. Wags HD HD . HD HD 1st Levet HD HD HD HD S" U tiff _T_$" Up!fType S�Type pfType SgUIiUt Te Sed Uplift T Uplift T I 1 1,178 A Hib 1 2,417 A H2 i 2 9,714 A H14 2 988 A H1a 3 9,714 A H14 3 13,175 A H15 4 9,205 A H10 4 1.178 A H1b 4 451 A H1a 4 1,282 A H1b 5 13,175 A H15. 5 9,259 A H10 5 f,282 A H1b Shear(plt) Shear(pll) t,ti5 Sheor(plQ 1244 Shear(plf 1049 Slhear(pIQ 314 Shear(pb) 429 $hear(p1f) 204 Shear(ptf) 190 VVa11 6 Watl'Type Wall Type A n WaAjype A 22 1 Wall T A 22 Wall 7 A 4 Wall T A 3 Wall T A 6 I iwxA Roof Uptift fFan Front to Back resisted by Front and Back F_ict. Wells UpIiM(plf) Rf 1(� Ext 4N1 222 Uplift Detail 9if 1 & Ext WI A Y Stra old -Downs must run continuous dowp $sr ft Wallbelow to the Foundation. If no Wallbelow, tie to beams, sized.kr Hold old -Down Point Loam. HD Base i;etr<3I HD HD HD HD l Ifft T . L1 lit T S Uplift Type S U lift T - HO HD S UNlift Type U ift Type HD Seng Uplift Ty S UP" Type _ 1 1 1,857 A H2 1 1 3 4,270 A H5 3 1,938 A H2 i 3 4 4 5 Shear(plf 4 Shear(plQ 758 Shear(p'IQ 589 Shear(ptQ 438 Shear(plQ 447 Shear(plfl 636 T 3 VVMl Type A 3 Wall Tye A 2 Shea*10 303 Shear(plf) 117 Wall Type A 4 Wal! TVP2 A 6 Wati Type A 6 Wall TypeA 441 Will Type A.2 I Wall o A I 1 Sheav per linear Foot (Shea") t; Sum of Shear at ihat Line & Level (Sures V) ! Linear Feet of Shear Wall at that line & Leval (Soon Seg Lgth) Mininurnn E uired Sheat WalT,l +on0mtion_n gr Shear Frame for Wall Two &ItSl is selected from Shear Schedule on Pane 9. hoar Wall and Hold Down Schedules Pace 9 MaxQuake ©1995 Archforms Ltd. rte: Jan 17 2003 'f+irm AEC Croom All Rights Reserved Lateral Load Analyti s & Ayers -1 B : La WarrWPJACSI Q99,03We7 Gonsuuopan aresr n sorttiv SHEAR WALL OPTIONS: Place an'X° in the appropriate shaded block. Select only one option under -each heading (except system when using frames) S ectal Zone Hg Mig. Wag Framing Material Shear Watt System P1411s Wall Sheathing Fasteners X No X Simpson X Doug Fir or So. Pine SWAN PWor PB X 30or1/2" CC as CD Ply X 8d Los Angeles Area KC Metals Hem Fe (s.grsv.<.49) SW-Gyp,8tuc or ply 318 oO12" Struc I Pty 10d USP-SNvr/Kant 3-112' Metal Studs HF- Hardy Frame 31eorI12' CO Ply 0138 149a Staple 94 UBC Other (Apx.C) SF -Simpson Frdne il1"Ext M,Sfh4.2 Prid Sd 1' Screw To Customize, Overwrite Schad. on Apx. C berow Other (See Apx. 0) 2F -Z Frame Other SheattrnWFastener Combo (See Apx. C) WIND AND EARTHQUAKE DATA 97 UBC Wind Speed mph 80 Seismic Zone 3 Importance Fact 1 Source Type B Exposure Cat C Fault Distance 20 Wind Pres.hor¢, psf 25.37 Soil Profile SD WALL HOLD-DOWN & STRAP SCHEDULE Symbol Uplift Post Fl to FI Anchor Type Solt lbs. Size Strap Straps HD Dla. Mose 3.4 Noto 2 Note 2,4 Note 2 NA up to 300 use the hold-down across or below recd type A lila 1,005 2x CS2020"+ PAHD42 A H1b 1,650 2x CS1630"+ L.TT20 A H2 2,775 2-2x MST 48" STHD10 HD2A. A H5 4,885 2-2x NIST 60' PHD5 A H6 5,800 2-2x MST 72" PHD6 A. H8 6,730 2-2x CMST1468"+ PHD8; A H10 9,540 4x CMST12 90"+ HD10A A H14 11,080 4x HD14A A H15 15305 6x HD15 ? Add[ incites to FI to n Tie Strap for gap across Joist 1 Straps and HUs as Mfg. by Simpson Strang -Tie Co. Cast C-99 2 Nail Straps & Hold -Downs vA10d (N mox.pen.1-W) See Details and Mfg, Data for Naifng, Bolt and Embedment Requirements 31f No Coot. Rdm Joist Add Lgth Of Gap.10d at CS, 16d: CMST & MST 4 Strips and Hold -Downs must run continuous to Walls below; If no Wall below, be to Beams, sited for Hold -Down Point Loads I& 518° 518' 718' 718' 718' 1' 1-114' SHEAR WALL SCHEDULE Wall Shear Wall —edge Anchor Plate to Fl. Plate Type Load Sheathing Nail Bolts Nail Lang Clips Symbol (plf) Material 8d 518'k12 16d 112" A35 t Sheathing: 3113'-112" (4 ply min) CD, CC Ply wait all edges blocked GF:8880 GF:140 GF:480 GF:450 3 Typical Fasteners: 8d Common or Gaty. Box nails (no sinkers), nail field @12" Mole 1,2 Note 3 . Note 6 hate 7 Note 6,8 Note 9,10 . NA construct wall as speed per symbol or any below A 6 260 112' Ply 6" 40"oc Voc. 22"oc 20"oc 4 A 4 380 112' Ply 4" Voc Coo 15"oc 14"oc 4 A 3 490 11Y Pty 3" 21"oc 1100c 11"oc 4 A 2 640 112" Ply 2" 16"oc 900c Voc 45 A 44 760 ea side 112' Ply 4' 144oc 7"oc 7'oc 4,5 A 33 980 ea side 112" Ply 3' 10"oc roc 5`00 4,5 A 22 1280 ea side 112' Ply 2' Vol; 4"oc Voc t Sheathing: 3113'-112" (4 ply min) CD, CC Ply wait all edges blocked 2 Framing: 2x DF typ @ 1610c., 3x recd if 10d W +1 -US' penetration, 2' or:roc 3 Typical Fasteners: 8d Common or Gaty. Box nails (no sinkers), nail field @12" 4 3x of plate and panel edges at walls w! Shear over 350lbs, wil min. 112' from edge 5 Offset panel edges on opposite sides of wall and stagger plate splices 6 Anchor Bolts WTM X07) Min. 7' irnbuirmt, Yd 2'Sc2"01W Plate Washer 7 Stagger 16d nails in 2x, lags at 3x plates when no sheathing continuity fie Rim. Joist 8 Pre -Alli W hola for Lag. Provide Washer.. Adjust 10 for 2" penetration Into. Joist. 9 Clips: Plate to Blocks only recd if no shear sheathing continuity from Wall to Blocks 10 Anchors and Gips as Mfg. by Simpson Strong -Tie Co. Cato -99 war !Nall and Hold Down Schedules Page 10 c Jan 17 2003 Firm: AEC Group r. Ayecs-1o X- - !M Wolman AIA CSI DIAPHRAGM OPTIONS: 1FI Framing Mat Rf1F1 Diaphragm Fasteners X DF or So.Pine X All Unblocked 8d Corn Only Hem Fir Rf UnBlk, FI Blk X 8d@Rf,10@Fl Other Block M Edges 10d Com Only U ge Staple To Customize, Overwrite Schedule or See Apx. C Other Frame Model Numbers and I Height 7 It 8 It Lg!h A A A A A MaxQuake t9 ► Archf®rms Ltd AIIRights Reserved Lateral Load An�'tysis $ 09.03We7 Coinstrucuon D sign Molar, COLLECTORME AND DIAPHRAGM SCHEDULE Type Force Cont. Joist or Strap Washer Symbol (Ibs) Solid Blocking or Cont. Dia. Dia. HD less of C&T par to grain: 425 Jcist 20ksi 625 Note 1,2,6 Note 2,3,4 14* 4 Nota 5 We 7 Use Coliectorfrie as spedd per symbol or any below NA 300 A Cl 2,231 2x4 NST27 opacities (Ibs) A C2 3,506 2x6 MST37 314° 1.79 21 HD6A 9 ft loft A C3 4,405 2x& MST48 71T 2.24 Z HD6A A C4 5,800 200 MST60 71W 2.96 2- HD$A A C5 6,440 202 2- MST37 718° 3.28 2• HMA A C6 8,310 2- 2x10 HST5 718' 4.23 HD10A A C7 11,170 2- 200 HST6 718' 5.69 2-PHD6 A C8 17,691 3- 2x11) 71W 9.01 2- Ht910A ? t Provide Cont. Rim Jo6VRafiter or Solid. Blocking at all Shear Wall Grid tines 2 A properly sized continuous Rafter or Joist can act as both Collector and Tie 3 Between Blocks or breaks in Rafters/Joists provide straps to maintain Te continuity 4 Run All -thread Rod Omu RfVJs1, Igth=Load/6hear(p1Q, secure ends Vj Washer or H0 5 Provide Washer w! Dia. (inches) at end of blocked RfUJst bays, Mal. iron or 114° St 6 Connect Continuous Collectodrie to shear wall as required by Shear Walk Schedule 7 HD at Rod 10 Shear Wall andlor RfV W. Mfg. by Simpson Strang -Tie Cat C-99 ROOFIEXT. WALE. UP -LIFT SCHEDULE Wall uplift Stand to Plate Plate to Rafter Stud to Rafter Tvbe fotfi at 16' oc at 24°oc at 16° at 16' tic Diaphragm Load Material: Nail Diaphragm Load Material sv„hal iom Note 12,4 Note 3 Symbol (plft . Note 1,.2,4 A T au 100 Ply Nailing or H2 H2 A R6 180 112° Ply 6" A F6 215 314" Ply A U 180 A35 H4 H2 H10 H1 H2 A R4 112" Pyr 4" A F4 314" Ply A R3 112" Ply 2.112" A F3 314" My A V A W 310 460 SPI SP4 H7 H70 LTS10 A R2 112" Pill 2" A � 314" Ply A X A Y 600 1,170' SP2 H10 H7 FTA2 . 1 sheathing: Floor 314 MAC Ply/OSB, Roof 172 CD or CC ft/OSB, Ihiblocked AZ 2,560 FTA7 2 Framing 2x typ, 3x read if 10d pert more thtani-518', or nails spaced less than 3"oc 9 3 Typ. Fasteners: 8d Com. @ Roof,10d Canna. @ Floor (no sinkers).fieki 12'@Rf,10'@Fl 1 Anchors and Clips as Mfg. by Simpson Strong -Tie Co. Cat C-99 4 Continuous trim Rafter/Joistreominended at perimeter of unblocked dephre4ns - - - - - . e -'.:— n:_e - --- ki-W-A o...dw.1.. Collector/Tie & Diaphragm Loads, Lines '1.8 Page 41 MaxQuake 0 (995 Axc�lforms :ltd. Data: Jan 17 2003 Firm: AEG Group All tights Resetved Lateral Load Analysis & Job: A -1 8 : La Warner AIA.CSiw. . Q99.03We7.. Construction Design S ftware Line 1-Line 2 Unw e 3 Line 4 Line 5 Line 6. Line 7 Line 8. Seg C!r Load (back) - max. load on the Collector foie between this and Seg above. CIT Type - min. atlaquate Cotlectarifie. Seg beg, feet Seg be4ns front of Quad tine_ ' front CIT. oad at front of the front rn t S nt Shear - thea++ Di Shear al . Line. I `G coifect tine df ftai . 2nd t Load Seg CIF Load CR CIT oad CIT C>rT Load f S C Load CIT Seg Cif Load CIT . Seg fT Load Seg CIT Load Seg Roos S bad�C .Type be SeQ back Type beg bade T S back Tye Seg beck Type be S tsacic T beg S back Yype S. back T -a a wall Wall 0 (5 VZ s S V;2Lis Lines Run ^QV .'&N &N � . � S S Fran O Front to front - frgrit 1945 A C1 front 648 A C1 front ---front trout pont tont . Back Shear(pl0 Shear(pll) 324 Shear(pll) 324 - Shear(plf) Shear(plq S r(pif) - Shearpt) Shear(p.11 Rfi RDah A block RDiai . A block? f Di h Rf Diaph Rf Diaph Rf Dia0h Rf Diaph f Cir Load GIT S CIT Load CfT CIT Load C/T CIT Load CIT S CIT Load CR S CR Load CIT CIL Load CIT S CIT load Seg r2H S back Y Seg back Type, t>2h k T back Y Se t►adc Type be S beck Y _ �A T back Tie beg a b 754 A C1 c 545 A C1 c 1796 d C1 d 2931 A C2 d 2045 a C1 d 1057 A C1 d 99 TVA e 3278 A C2 a 1873 A C1 f 2231 A C2 f 1958 A C1 g 2050 A C1 front 177'Q A C1 front front 1870 A C1 1front 2627 A C2 front front 891 A C1 front front Shear(plf) Shear(piq 67 Shear(ptl) Shear(ptt) 117 Shear(pll) 64 Shear(ph) Shear(pif) ti1 w Shear(pif) 95 Rf Diaph A R6 Rf Diaph Rf Diaph AM Rf Dlaph A R6 Rf Diaph Rf Diaph A Ft6 Rt Dlap A R6 Rf Diaph FI Dia A.F6 Fl Diaph Ft Mph - A F6 FI Diaph A G6.. Fi Oi h FI. DiaO AR FI D100h , A F6 F1 Diae. CIT. Load Clf S C , d CIT S Cif Load CIT Seg 1st . CIT Load CIT CIT, Load Cir CIT Load CIT S Load CIT Cfr Se CIT Load CfT Floor S back T SO�Ic� back Igo b- Se back T��e S tuck T be bads T � 3 flack Type Seg back T - a ` a WA # #0 a c 751 A C1 d 2009 A 01 d 1342 A C1 e 595 A C1 f 1375 A C1 f 2650 A G2 g 835 A C1 front 1582 A C1 front front Shear(plf) 148 front 3334 A C2 Shear(plf) 81ea nt pif) 21 TH front 1001 A C1 Shear(pm 83 front 144 NA Shear 14 194 ~ front Shear(plQ Shear(pd) 88 FI Dlaph A F6 Shear(pit) IFI Dlaph FI Diaph A F6 F1 Dfaph A F6DiWh AF8 FI Diaph A. F6 FI Diaph A F6 fl Diaph U Rf dx F1 Ole h return block?, load values are hi Than the dia*= - YOVMll01°��� d pacit� . Chtncn 01 to blocked diaphM or Mel fastener Optiohb 10�ir A r aW Shear Watt Opg11�/Y®IAmtA 3or4} �iP1MIlO . Coitedorffie & Diaphragm Loads, Linea A -H Page 12 Mft%Quake ®1,995 Arc fors' Ltd. All Rights Reserved ..Lateral Load Analysis & ®;fie: Jan 1 2003 Finn: AEC Group. Job: A rs•1 B : Lar .Warner AIA CSI . 4� 03We7.. Construdlon Des9 n software . li�e.A Line B Liffe GLine D Line E Lime F >:ine G line. H Seg CR Load (left) - max. toad on the CollecW Me between this and Seg to left. CIT Type - min. adequate Collector/ ie. Seg beg - feet Seg begins tight of Quad Litre. right GIT load at ri t sidle of the riht most S nt hear - av D' Shear 'a tire. Line. !f ° correct Line CIC ilisaontinui . 2nd 5T Load C Load S CIT Load Clf CIT . R Se Load CIT S CIT Load CIT S R Load CR Se CR Load Seg Root left 7 Seg left Type be left T Se�left O S Jeff T Se left T S _!eft Type _ 8 left T kB,C.. 2 2 Wall 3 t702 A C1 Lines Run Frcrd Side to My 3003 A C2 r' t 2603 A C2 t t t right 1,f ht Shear(ptQ Sola Shear(plq 400 Shear(plf) Shear(plt Shear(pll) Shear(pIQ Shear(pit Rf Dla h A block? Rf Diaph Rf Mph A block? Rf Diaph Rf Majoh Of Di h Rf Diaph Rf DiaDh CR Load C S CIT Load CIT CIT Load CLT CIT Load CIT CIT Load CR Se CIT Load CIT S CIT Load CIT S CIC Load Seg 2 Fl 5 Left T e S lefty left T e S left Tae S _telt Type Seg left Ty ep Seg left T b left Typ beg 1 1 1 2 1051 A C1 2 758 A C1 3 1964 A C1 3 2783 A C2 4 3010 A C2 4 2013 A CI 4 .1142 A C1 4 153 NA 5 1020 A CI 5 543 A C1 5 366 A CI remit 4038 A C3 rightA C2 d ht 1932 A C1 t 1244 A C1 r' t 3660 A C3 r 1 1263 A C1 t 702 A C1 right Shear(pll) Shear(pll) 111 .2W Shear{p f) 132 Shear(pft) 97 Shear 1,q$ Shear(plt) 124. Shear(plf) 133 6hear(plq 8D Rf Dlaph Rf Diaph A R6 RfDiaph A R6 Rf Diaph A R6 Rf Diaph ARO Rf Diaph A R6 Rf Diaph A R6 Rf Diaph A R6 F6 A Diaph FI Dia A FB FI Dla A F6 FI dia h A F6 FI DI h . A F6 , FI Diaph A F6 FI Diaph A FS. I Dia A 1st CIT Load CIT CIr Load CIT S CIT load CIT $ l CR Load CIT S C!T Load CIr CfT Load CIT S CIT Load CIT S CR Lo l CIT Seg Fto S lett 7 Seg left Type 1aft Tie Se left 3 be S w . Type S lett. T S left . Type b S left Type beg 3 2631 A C2 3 3271 A C2 3 4569 A C4 4 1684 A C1 4 30 NA 5 5503 A C4 ri ht 4 NA is A 'C3 ri hf 3561 A C3 382 A C1 t 1184 A C1 right 5428 A C4 -dot. 1873 A C1 . r�ht 59 NA Shear(ptf) 984 Shear(plf) 187. 8hearjplfi tib Shear(pllj ' 4 .1,.3697 Shear(pll) 125 Shedr(A 156 Shear{pfif) 145 Shear(plt} 217 FI Diaph A F6 FI Diaph A F6 FI Diaph A F6 FI Dlaph A F6 FI Diaph A block? FI Diaph A F6 FI D'uirph A F6 Ft Diaph A F6 If Rf or FI W fire 9blodk7 lug are hyo r_ j�han the di h�raa�Yr► U22&Ohd� ed g� R fbstener Option W 10) or add Shear V+�a0 fpq3o(4)— o; Pressure for Co & Cladding Ian 17 2003 on: AEC Group Wind Pressure for GCp Uplift -3.4 -M or -3.2 -81 Out -3.0 -76 Force -2.8 -71 -2.6 a -2A -61 -2.2 S6 -2.0 5i -1.8 •46 -1.6 -41 -1.4 -36 -1.2 -30 -1.0 -25 -0.8 -20 -0.6 45 -0.4 -10 -0.2 -5 0.0 0 Down 0.2 5 Lcad 0.4 10 Of 0.6 15 In- 0.8 20 Force 1.0 25 1.2 30 1.4 36 1.6 41 f. Values are for enalosW Buildngs. 2. SBCCI Values for G4r,p are equivalent tD UBC Table 16-'H to values of C I Page 13 IV1 axQuake All nights Reserved ... CM -03W&7 Wind Pressure P and Wind Coefficients GCp for Components and Vertical Wind. Loads for Gable or Hip Roofed Buildings CCn GCA -2.0 -t.6 -1.4 -1.2 t r:,.rtsr.tl..r.crr�a + tir.wra�r.ulltrrrM • rll�rl'-"W[• Va1n ��Y.�I �i.IW f•i�lY� BM -EMM 1 . .AM-0- .Wmm ..� q. 1 1 • oar. w.wl.�.a / w .d.- • I.arr-wee aZ�r � st. awr.wr in. t� 11 1. �r.• r+a.r.... Ira...-'� !� I •:1".il � '1sr��.�r.en..-',. t s�11i�M 1 NOR • Y�ra�rra r M rrrM.rr t 1 11 '1-t • t 1 t t t i t 0<a<10 10<a<46 s r rl fi of Roof r r S 0<a<10 10<a<45 Effective Wind Area sq.ft. Effective Wind Ares, eq ft. Figete1606.2E GCp for Root Slope 30 < a < 45 Wgrees vverhang GCp include effect of both upper & b)ver surface '0 1995 Atchf®rats . Ltd. ' , Lateral B_oad.Anafysis & bvertuming Calquik ion 7001plate fri.srwr�r�rara,o- ladding of Onclosed Building$ r + swrw roiw:�i:nl ' �r.Ilriq is ==MOMS : rewr.�r i.. irrirr�nr rr. 1' F 1. Figure 1606.20 Wall GCp Vertical Wind Loads for Monoslope Roof: Figure 1006.21F 3.< a,4 10 3A -32 3<a<30 [ _.-= t->ar� "' elr + osn����v wagai 1 1 1• r. ..�'I.. • r Y t: • ,•y�� � �:r�ArwrRn•fraw�lr�+nuv.u.��3Wtw.,�,'.+ti`...♦/rt.+�. ' ' .• ! IN to ci} e,4 c� to c,'r . ...'_ .` Gii' •y tv �'> t:r Gy ^ ell ^ rip O) ,�i:.' .•nr+ l / LY. :'� "t' iJS :J tG \C al C/1 ©1 G� lY..• .+'iI'1 r - ti.+ L a....,� J �} r r t7C t"J tt, t•1 4 w � O tIi .i4 yCi bs . 1 fa t{�a — t1 '2' vt =7 ,s «ws° 1 h Sa i R"h"'ia :l; :� sem.- •_ w. it 4) Y^� 4t t��t w.- +t r.- .c,•/ t,s�7 `;. . i � Y �! ., QY..F��II. . ii•4,11y,M.4yyMl.�Ir r- ♦ �►� �� ' N • �'�'M.WM'Yr•w.tia-rL+w.Ws.r,K�Y.auw�q�.Al!IMrr<�nww- y 1j` -•,dy i l �` ;,+CGS ..o iY• �' °'t C� q `SuC.'Zru.�L143 :'s»s.. .r '+'��•n. 0c''� s•� j�, !4.1�,4�t i•' n:'frL .s^�ot C; ci Yt: Yti r� �� ��r�A«'ts�ai r't•�x�2a mss: -•�'`'t - •��.• } �' ;� 7.+:i ( tT i�'t t-}{''��!7�'�'� f c' t r•-�Y-I• s �+.� ti Q'7 RI. �':t,�t?'�-Oi? C'?Lt yR � isrr '9" ('') • ♦ t 'i"'/'i"`,'i¢ -•s,.. r .j�i (. i!i t4! .:Y. l:;�i!'�'� ��'� �.: „ ' � f i��, 1 i71i � •O i� � 1 ! . = kI i i{.,, � +•t•1+ C w. • � , � c1i ���� t 4c -�-�'- � � it I Ko ..� -rikP• ISA"""' • � i TM � ,:�1�-i �;Y � S i t� � � .w ct •3 . _ �:I tea. 1�': i'.S.j44r]41L•!G". - � ` a.. .`4=C� t%t t. +:..�. e•.+e. ,., � t ' + ' �h r+. ' � � s �"•Cs a 9tC .:•ri asddu. x:sc� ��. �:: 2 t%1 ;%tom • �� • ��; Y1J e;,.. ««�. ,;�+y�i ". ty.. i J .. (� C � .► {`^G1YDd .csco+-_� t-"-a4,� ',ice C6 • � } � '��• •L„ � Fr t � +"'"} _"�'j .� � � --r � i` t;as;t.� c.: rya.. tc:S • tom}'r +" IL UP 71. � � ti ; }, F. � : N�-+i� � -� +a :: , • .! � - �} 'i i fit , p ;'" i + � � • ��,� t t tai ta'' � �� � ... *,..� ...��i,.........� h .r:» �_.......�.�...•_.�fi%•„��t,•J� '�y�i''''�{ tfs f �'''..»...�•»...� h ,� .r Or 14 Cx '�'„"+!` [� w � �,�' fes..... ;•.........r,.._ .�IN�tf ..--.--.......•..a �. � h, h� li ' r •'��� Liuhti.. i�Kv iC3,•...a.. tea-.. 't3 �K.Lf.it• rl F7i. a... +.. if. i 1 + • + ♦!' �'�.' � .►''SC: Y�:$��l.iOAfi Ci :+C♦.rdCi'C ty 4v�G�y>!',.•4UCti'�x+tS. 'i' a'.. cap ,� � ..,' W.1�1a3«i.'uv141t?'T:LSeisct :� �u x ,� z +j' ��j f {� .� i� � � }f -� r � � it �, e 1' � I .,i���t � ,�� L' '►��-' :` ' C:J i + !Iffl Sop In vs Y . �;.+r.►�waa.++�vie.ra..n..�.w..rw.r�♦+..rt r.Jnrarer......•wr.o-.,•r.rrrasn ww-awb..•..�w.>.w,rr • .. . c A f COUNTY OF BUTTE - DEPARTMI=NT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive -, APPOr7ov9iillllel,�CCalifo��1 California95965• Telephone (530) 38-7544 3 'IT No. USEOFSiRUCTURE ' ► fie— Each Solar SFA Duplex 13 Mobilehome lD Other Waw Each TYPE OF WORK Gas New( Addition D Remodel O UtQi6es D O)the r Butldi Describe Work Mobl1 I� • ELEt Mein I<. Civ 17:X] C� `� O ►� Main °e ABI J` N ° sL4U *PBLAIT FEE PAlD SRA SHEAIFF OTM. aMOVNi' RE4Et1i b s " TO H Fr zwo COQ )LUMBING 'PERMIT 'rap r heat pump water heater pi*g as water heater or vent ling system 1 - 5 outlets sewer Home ISIGIWI. PERMIT FEE RICAL PERMIT :rviea ( = CC'RR r arvlea ( aou TO IOWA 1 003 Filing Fee 20.00 i I OS -- 23.00 23.00 ILi�..'1A_-P/'Y ( �. 15.00 23.00 15.00 15.00 S @20.00 Filing Fee 20.00 :_ ... USEOFSiRUCTURE ' ► fie— Each Solar SFA Duplex 13 Mobilehome lD Other Waw Each TYPE OF WORK Gas New( Addition D Remodel O UtQi6es D O)the r Butldi Describe Work Mobl1 I� • ELEt Mein I<. Civ 17:X] C� `� O ►� Main °e ABI J` N ° sL4U *PBLAIT FEE PAlD SRA SHEAIFF OTM. aMOVNi' RE4Et1i b s " TO H Fr zwo COQ )LUMBING 'PERMIT 'rap r heat pump water heater pi*g as water heater or vent ling system 1 - 5 outlets sewer Home ISIGIWI. PERMIT FEE RICAL PERMIT :rviea ( = CC'RR r arvlea ( aou TO IOWA 1 003 Filing Fee 20.00 7.00 I OS -- 23.00 23.00 15.00 ( �. 15.00 23.00 15.00 15.00 S @20.00 Filing Fee 20.00 46.00 1.5¢� W.50 20.00 Ex. • Occu . °unsr OR FKnMES m v 1m RAL (a 210 Ex. Occup. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 NGsc. Whina 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 CoolingI ?� Hood 6.50 b Y n67atian $r) � - S— P RMIT FEk 9 Mobile Home hlsWation Fee $ Energy Inspection Fee 1 $ i a� COt� T TOTAL FEE $ lIAZ d FEES W I FbqgC I Q PARCEL PD FO 6SUE This permit Is hereby Lmed4inder the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON RIHITE•0.0.5.•6.D. GANAAT•ASSESSOR PlNK•INSPECTOR GOLOENROO•A?PUCANT /betel 1. 0 3 rOqol AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003-00 110 1 •48 Recorded Official Records Count Of sur CANDACE. J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 10:42AM 18-F'eb-2003 REC FEE 7.00 CONFORM 1.00 Lisa Fuge 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: s[� f-_IwlI � ,MCS V rAS re-Co�l eo( - 1 n ke- O -C t tC.e 4- x-11 Y'ccU � rj ev- d �4 ,t-.COu r4l 0 � P S-A Ott. o 0rn�C41 OL,1\1 ly,9-v00 boo 1!5-0 0� 0-�es, CA,- - y) '1, o, C4-r.cA 9 . Dater) $PR O R�r�c. 2S 6kw State of California ) County of 611t& -p- ) On )C�,6t"A,1:X lS� ud 3 before me, rcit'n'ck o. C -v 1t, /tJot,-,y Mh personally appeared G k? I � "Sero, M • Ayu;5 penenaffy known-t(rme (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that hef iie/they executed the same in 449+erttheir authorized capacity(ies), and that by his+er/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 sea i ,,,,// PATRICK O. COSLAOt: Signature CJS Seal: COMM. •1317282 NOTARY Pdkw • CAUFORMM •BUTTE COUNTY . Coinm..f.xp, AUG: 10 2005 ' A.P. # tE7.y -Q�. . l AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 18 -Feb -2003 2003-0010148 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be.prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: how tin CJ n 44"C4 C-C(V-\0t ill -fA it `Rock -j . 1,J11 \e,�l ono,,V v jots reCorrl 2a( 1 n 4 - 0-4 t C Q 0- - Y ACU 2tr' d C-0 C'' S�-�GfiL o COLI°��v r�n�� 1 �n ��-►1 114, �� ��-, boo 1 7 o 1^-rt,eS ( Date S� " UPJ_ State of California County of &•t: b -e- On JC 7f"A/: i %Sf sd 3 before me, Nt ry'cK o. C-, ,i l4/ ltai'aty AMC - personally appeared knownAr-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) J6/are subscribed to the within instrument and acknowledged to me that hefshefthey executed the same in *is+erftheir authorized capacity(ies), and that by his+er/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 sea r�aPATRICK O. COSOLA Signature __ Seal: COLO& 9'1317282 A.P. # 01.1- —0 two" ril" 6 cm.00 " SUTTECOUNTY Comm..Exp. AU0.10 200.5 :' PROJECT: DRAWN: DATE: SHEET NO. OF BACHMAN & ASSOCIATES,'` 3012 Esplanade Chico, £a--- - (910) 342-.1,35 CHECKED: ___-_.. __ _.... _ _..___ __ JOB NO. io Poo( -F(os- AsMb(,� P. wItfA 2000 P-bi Coma ' Xv = (. 6S3 CK VJ a,i 12- fJmrvl 00 .5 br Lno �3��/n/1 .0o6L,- 20 -D, -t l .2l(0�•✓2 � y p t G c� w -�c ( V' (h 'C a rt2 �/ Z L u ✓ i2 r ✓t J © 6 e, cn/, inn , (0. 4q *5lv7c2 fa(jf a/ Is A5 = .22 1 V Z C3 c,f c.) P. wItfA 2000 P-bi Coma ' Xv = (. 6S3 CK VJ a,i 12- fJmrvl 00 .5 br Lno �3��/n/1 .0o6L,- 20 -D, -t l .2l(0�•✓2 � y p t G c� w -�c ( V' (h 'C a rt2 �/ Z L u ✓ i2 r ✓t J © 6 e, cn/, inn , (0. 4q *5lv7c2 fa(jf a/ Is G�t2 ^awl o� oo bea.,-, on - 5uppoe'i- n u VVI be i/'--` 3 I-Plov#- vnevhbeY Jc- ►• - _ , o (04 --fit+ tZ " P„,0 dea loy-�►oo✓- KAEMOeK of Pot (� U a V'l-e-5 n oka-tiDhv�r�lYstS a-Ack DeStStn Sl jo.sepk �-. 6O�I•e.s -I )weS kS o� �S-ISO Fdr CfGyey Sotl < 4 VA o wl •e 4�,t s 2rn d, So i rz SS U r e h 2v -O\ s Cho 3oo). pv r I00Ses/ assume, -to 15� �bSfrh uSe. Ks = I']2 . U K/F'f�f Z avc� urs lue -4JInt5 w t �� h� A.s S ✓v�,d. 1'0 ��� � IgG Soy CI�SSGs - 5, 114 2 Wall W0 = 4- 0�74)= ,ZSD / assume Vavizs) assvvne K = 7,+Z'`�vad S ez, cc f cs " .. s' t5 r� cr �SSvm-e L _ Z.' CCepprox--v�ti�e�� r T ��Slvt CIks» Svre{'rrt F File >MC.AP2 7:45 AM 11/ 5/96 ------------------------------------------------------------------------ Ren 5-01-95 Concrete section moment capacity ------------------------------------------------------------------------ Description >> c » ------------Section data -----------I--------- Material constants --------- b -- -- -- b > 12.000 inches f'c > 2.500 ksi d > 10.000 inches fy > 40.000 ksi B > .850 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 2.240 ft -kips 1.700 3.808 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > 1.000 Mu > 3.808 ft -kips As reqd. > .171 in'2 Includes 33% increase since p actual is less than p min. ---------------------------------Summary-------------------------------- Actual As > .172 in"2 <ok> �� F, " �-�• = _ �-2 � � a o p min. > .005 <200/Fy> p actual > ,0014 <p=As/b*d> T > 6.880 kips <T=As*Fy> Zoo a a > .270 inches <a=T/(B*F`c*b)> �Mn > 5.090 ft -kips > Mu - <ok> 16A 9 f18f,rc % ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:29 1996 w� PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL, CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 12.000 0.0101 172.800 ........... RIGID SUPPORT INFORMATION SUPPORT SUPPORT ROTATIONAL NUMBER TYPE SPRING K IhG�c7� X1.29 �ac.�w� 1 RIGID 425.1410^ G,-nv�-T`Y'�" 2 FREE NOT APPLICABLE NUMBER OF OUTPUT SECTIONS PER SPAN ; 10 .......... BEAM LOADING INFORMATION .......... po�Nr Pr la,40 LOAD NO 1 TOTAL LOAD? 'appf� a67' OF C-Wc. ?I--LpneL,yfAtc ' SPAN WA WB LA LB- P M L 1 -87- t -t 42.8ee -0.975 0.000 10.50D I -z-.. o �0. 000 -2.240 10.50 Q% 1 -0.0750 -0.0750 0.000 10.500 0.000 0.000 -4-4e-a- �,.6�vGc�/ .. u,E ,l3ASCdl� G/AC4 ...... AnalysisGroup(TM) ....... .... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:29 1996 PROJECT TITLE : 61.RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 RESULTS FOR.LOADING NUMBER 1 .......... .......... TOTAL LOAD BENDING MOMENTS ......... SPAN NO 1 DISTANCE MOMENT FROM LEFT END 0.000 -0.019 1.200 0.088 2.400 0.100 3.600 0.021 4.800 -0.151 6.000 -0.418 7.200 -0.767 8.400 -1.150 9.600 -1.450 10.800 0.500 12.000 0.000 BOEF LIST> 1 BEARINGS ....... AnalysisGroup(TM) ....... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:30 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 .......... TOTAL LOAD .......... BEARING REACTIONS ......... SPAN NO. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.000 1.200 0.009 2.400 0.012 3.600 0.011 4.800 0.008 6.000 0.015 7.200 0.048 8.400 0.126 9.600 0.273 10.800 0.501 12.000 0.739 BOEF LIST> 1 EXTREMES < I, o f<s-ic 01- fj ...... AnalysisGroup(TM) INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:43:30 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 i RESULTS FOR LOADING NUMBER 1 .......... .......... TOTAL LOAD ........... EXTREME SHEAR. FORCES SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.776 10.800 -0.133 0.000 ........... EXTREME BENDING MOMENTS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER MOMENT LEFT END MOMENT LEFT END 1 0.500 10.800 -1.450 9.600 EXTREME DEFLECTIONS ........... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER DEFLECTION LEFT END DEFLECTION LEFT END 1 0.00000 0.000 -0.004.28 12.000 ........... EXTREME BEARING REACTIONS SPAN BEARING DISTANCE FROM NUMBER REACTION LEFT END 1 0.7.39 12.000 BOEF LIST> FINISH AnalysisGroup TERMINATION.... Z,D ....... AnalysisGroup(TM) . • . INPUT DATA LISTING FOR:BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER W ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 12.000 0.0101 172.800 RIGID SUPPORT INFORMATION .......... SUPPORT SUPPORT ROTATIONAL NUMBER TYPE SPRING K 1 RIGID 425.1350 �2 FREE NOT APPLICABLE NUMBER OF OUTPUT SECTIONS PER SPAN 10 BEAM LOADING INFORMATION LOAD NO : 1 TOTAL LOAD SPAN WA WB LA LB P M L 1 0.0000 0.0000 0.000 12.000 -0.975 0.000 10.500 1 0.0000 0.0000 0.000 12.000 0.000 -2.240 10.500 1 -0.0750 -0.07.50 0.000 10.500 0.000 0.000 6.000 1 -0.3740 -0.3740 0.000 10.000 0.000 0.000 6.000 i z AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION T-ODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER TOTAL LOAD .......... BENDING MOMENTS ......... SPAN NO. 1 DISTANCE MOMENT FROM LEFT END 0.000 -0.285 1.200 0.411 2.400 0.656 3.600 0.621 4.800 0.422 6.000 0.103 7.200 -0.269 8.400 -0.712 9.600 -1.163¢0.��,- 10.800 0.558 12.000 0.000 BOEF LIST> 1 BEARINGS 1 .......... L-- %, v AnalysisGroup(TM) ....... •..... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS E = 4.103987e+05 NU = 0.17 RESULTS FOR LOADING NUMBER 1 .......... TOTAL LOAD BEARING REACTIONS ......... SPAN NO. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.000 1.200 0.139 2.400 0.256 3.600 0.336 4.800 0.378 6.000 0.397 7.200 0.409 8.400 0.438 9.600 0.509 10.800 0.645 12.000 0.786 < BOEF LIST> 1 EXTREMES AnalysisGroup(TM) .. INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Tue Nov 05 07:38:32 1996 PROJECT TITLE : 6' RETAINED - POOL PERIMETER ENGINEER: FRANK GLAZEKSKI PROJECT NUMBER:. ACTIVE UNITS : FEET KIPS RADIANS FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 ..........RESULTS. FOR LOADING NUMBER 1. ...... ......... TOTAL LOAD ��� ........... EXTREME SHEAR FORCES ......... SPAN POSITIV E DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER SHEAR FORCE LEFT END SHEAR FORCE LEFT END 1 0.896 10.800 -0.823 0.000 .. EXTREME BENDING MOMENTS .......... SPAN POSITIVE DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER MOMENT LEFT END MOMENT LEFT END 1 0.656 2.400 -1.163 9.600 .-.......... EXTREME DEFLECTIONS .......... SPAN POSITIVE EXTREME BEARING REACTIONS .......... SPAN BEARING DISTANCE FROM NUMBER REACTION LEFT END 1 0.786 12.000 BOEF LIST> FINISH AnalysisGroup TERMINATION.... �4 DISTANCE FROM NEGATIVE DISTANCE FROM NUMBER DEFLECTION LEFT END DEFLECTION LEFT END 1 0.00000 0.000 -0.00455 12.000 EXTREME BEARING REACTIONS .......... SPAN BEARING DISTANCE FROM NUMBER REACTION LEFT END 1 0.786 12.000 BOEF LIST> FINISH AnalysisGroup TERMINATION.... �4 ` File >MCAP2 7:49 AM 11/ 5/96 ------------------------------------------------------------------------ Rev 5-01-95 Concrete section moment capacity ----------------------------------------------=------------------------- Description >>Slab at end 51 ------------Section data ----------- --------- Material constants --------- b > 12.000 inches f'c > 2.500 ksi d > 3,000 inches fy > 40.000 ksi B > .850 t > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 1.450 ft -kips 1.700 2.465 M wind > .000 ft -kips 1.700 .000 M eq > .000 ft -kips 1.870 .000 Modifier > 1.000 Ma > 2.465 ft -kips As regd. > .297 in"2 No increase required since p actual is greater than p min ---------------------------------Summary-------------------------------- Actual As > • 297 in -2 <ok> # o. p min. > .005 <200/Fy> p actual > .0083 <p=As/b*d> ' T > 11.880 kips <T=As*Fv> a > .466 inches <a=T/(B*F'c*b)> �Mn ------------------------------------------------------------------------ > 2.465 ft -kips > Mu - <ok> -2S rcJQ� Z(( 7 T i ZS, 1 M CAP 7:51 AM 2/18/97 `. ------------------------------------------------------------------------ Rev 12-3-96 Concrete section moment capacity ------------------------------------------------------------------------ Description >> ------------Section data-----------I---------Material constants ---------- b > 12.000 inches f'c > 2.000 ksi d > 3.000 inches fy > 40.000 ksi 8 > .850 0 > .900 --------------------------------Load data ------------------------------- Factor Mu M dl > .000 ft -kips 1.400 .000 M 11 > 1.450 ft -kips 1.700 2.465 M wind > .000 ft -kips 1.700 .000 M eq . > .000 ft -kips 1.870 .000 Modifier > 1.000 Mu > 2.465 ft -kips As reqd. > .304 in"2 No increase required since p actual is greater than p min ---------------------------------Summary-------------------------------- Actual As > .305 in'2 <ok>,�� p min. > .005 <200/Fy> 1Z �. Z�J� . 4C>, p actual > .0085 <p=AsJb*d> Al 0 �`S " �� ✓ T > 12.200 kips <T=As*Fy> a > .598 inches <a=T/(6*F'c*b)> R �Mn > 2.471 ft -kips > Mu - <ok> ------------------------------------------------------------------------= 6" Gunite w/ #4 @ 6" o. c. e. w. 6' max Reinforce 12" wall w/ 2 curtains of/# . 3 @ 6 0. C. each way 12" t:::�10" 24" Min. Lap 3" clr 11_011 # 4 ® 12" 3" clr O.C. on 6 t. " 3'-0" min 1'-0" DETAIL: Retaining Wall No Scale � f N � f N090202 DETAIL: Retaining Wali No Scale —121-011 Iiifno^"i1MIflW NO.188A-18X240MJ DETAIL: Shallow End -!,/ GENERAL POOL NOTES 1. REINFORCING STEEL SHALL BE CLEAN, SECURELY TIED, AND SUPPORTED TO MAINTAIN CLEARANCES AND SPACINGS WHILE s t GUNITE IS PLACED. t , Reinforce 12" wall 2. REINFORCING STEEL TO BE GRADE FORTY (40). w/ 2 curtains of 3. GUNITE PROPORTIONS SHALL BE ONE (i) PART CEMENT TO FOUR #306 11 04 Z. AND ONE HALF (4-U2)VARTS SAND, MEASURED ON A DRY, LOOSE _ 6' max each way VOLUME BASISAND SHALL HAVE A , COMPRESSIVE STRENGTH OF TWO THOUSAND (2,000) PSI AT TWENTY FIGHT (2g). DAYS. t2° 4. SURFACES AGAINST WHICIF'GUNITE IS PLACED SHALL BE WETTED 11011 PRIOR TO COMMENCING OPERATIONS. 24" Klin. Lap S. POO LS SHALL BE LOCATED IN FWL UNDISJ'URBED SOIL, 311 dr 1 1_011 6. ALL BONDING TO SE SECURED IN PLACE. PRIOR TO CALLING BUILDING DEPARTMENT FGAR REINFORCEM ]WIINSPECTION. MET, ' I 7. ALL ELECTRICAL MUST CObIPLY WITH ARTICLE 0680 NEC. L ALL PLUMBING MUST CONFORM WITH U.P.C. 401211 . 9. REINFORCING & -GUNITE PER U.B:C.1921+ 199q, 11 611 3 dr 9.C. Cont. 10. MAINTAIN RULDING FOOTINGS A HORIZONTAL DISTANCE FROM THE EDGE OF THE POOL EQUAL TO THE DEPTH OF EX LAVATION AT 3'-0" min 1'-0" THAT POINT. 6" Gunite w/ #4 _ 0.611 o.c. e.w. i — DETAIL: Retaining Wali No Scale —121-011 Iiifno^"i1MIflW NO.188A-18X240MJ DETAIL: Shallow End -!,/ w ti 7 • t .. ......................... .................................... �r�f �►� ..� It e ►; _ . +• ................. ' ' ' ............. • t — NO BUILD LINT= \ rt P.U.E. 14— It r• — — .t / y (E) TR 4IT /I PROPANE TAMC CONCRETE DRIVE NAY BALE EROSION CONTROL ALL S71"RUCTURE-8 AIN -E) EG'".1zr :,ENT VNCLUDIN. ,. �'° t►�,G3 , � I, .e° L:e.. !.^, t , ' CI F— 1:�'i 4S'=- r.e A SST��,�^�sr O� ` > FT' na 3� " I E FP�.Z THE SIDE AND �... ��i I`i�,�`rC:�r� Ip—"E t,�',,rq=yr° ;�OdE:�?�'�a' d.ie'�r=S e',�.tC3 I', ra'•,�,v^ ��5k '77;Y`.gg i 'NE ROAD �,sim.,� k eTIe"iU 1': ,1-,1 /� 1 n,q� � .-g i.�i� ar k f �..8 i�'.. t I�i'a=�a•.V F`ap�D 6eF y �®`ii Sm. OR A 2 ET. EAVE OVERKA,NG. 6Ut s t ,,-C-. .,ter /^.ALIF. DPCIT pt Cd CIS .up \ N SCHEMATIC ARCHITECTURAL SITS PLAN �.. GROUP ARCHITECTURE c� ENGINEERING � CONSULTING 530-892-8008 555 FLYING V, STE. 3 - CHICO, CA 95928 FAX 530-892-0392 E-MAIL AECGROUP@AOL.COM LARRY J WARNER AIA CSI C19689 The Ideas, Drawings and designs depicted herein are the exclusive property of. AEC Group and L.J. Warner, Architect and shall not be copied, reproduced or used for any other purpose, project or site other than the Intended project without expressed written permision of AEC Group and L.J. Warner Architect Coovriaht by AEC Grow & L.J. Warner Architect_— _ CONSULTANTS PROJECT AYERS RESIDENCE JOB SITE LOT 24 ROCKY BLUFFS SUBDIV. CHICO, CA CLIENT MICHAEL & JEAN AYERS 57 SATINWOOD WAY CHICO, CA 95973 OWNER MICHAEL & JEAN AYERS CHICO, CA REVISIONS No. I Date I Description DRAWING TITLE ARCHITECTURAL SITE PLAN EROSION CONTROL Plan No. Proj. No. Drawn B)r LJW Dwg. File LJiU/MYDOCS/PROJ/RES/AY�RS/SGH-1 Printed 02/03/03 Date 02/03/03 Scale I" = 20r-0" U,N.O. AF-C6ROUP zw SHEET Eli UJ