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HomeMy WebLinkAbout047-670-073_ o -t3 U47-G70-!'Li�J(LOT G1 99'2534 ) 9) 2534 BILL MC GU1.RE No) -3 SPYGLASS, CHICO NEW SINGhA�11.1 1' A'1 047-67-0-0449 port 00-0033BP -Y S BUSTER, Steve dV�Spyglass, Chico lot 61,Ch co (transfer 99-2534) new sf 047-670-073 MCGUIRE, BILL 4023 SPYGLASS RD, CHICO Cont: OWNER INGROUND POOL. 047- 670-0-73 423 S�yg lass a/ W. G,,d vn-tn S'D lair NOTES A d� RESIDENTIAL 04-3145 047-670-073 s MCGUIRE; BILL CI{ICO 4023 SPYGLASS RD, Cont: OWNER INGROUND POOL. t 1 f . t. p f a SPECIAL CONDITIONS CHECKED 4 BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY 1' USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER :C i ,JOB FINALED (Dat ! rC/ Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 WOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP043146' LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 01/07/2005 APN: 047-670-073-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 4023 SPYGLASS RD CHI License Class: License Number: Map Index: Date: Contractor. Description: INGROUND POOL (800) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MCGUIRE FAMILY TRUST permit to construct, after, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a MCGUIRE WILLIAM B & CHARLOTTE E signed statement that he or she Is licensed pursuant to the provisions of TRUSTEES the Contractor's State License Law (Chapter 9. commencing with Section 4023 SPYGLASS RD 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 CHICO, CA 95973-7690 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 properly, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: MCGUIRE FAMILY TRUST 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.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑'1 am Exempt under AAi the B ir�es n Professlons Code Date:l Owner: WORKERS' COMPENSATION DEC A TION 1 hereby affirm under penalty of perjury one of th oil ing declarations: License #: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: C3 have and will maintain workers' compensation insurance, as Engineer: g 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 policy number are: Carrier: Total Square Ft: 0 S. F. licy #: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to r 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, 1 shall forthwith comply with those provisions. Date: 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 Tiiis peii N hereby issued under the applicable provisions of the pugft G_!1mw .n 1a ; nnrUnr _ I hereby affirm that there is a construction lending agency for the Is issued 3097 Civ.) Resolutions ado work Indicated/ above for which fees have been paid. performance of the work for which this permit (Sec By'L— (il Qom_ Date: Name: b PE ITE PIRES ON: 1 -7, 0& 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. y ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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'[ 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 s s ante of any official f rm or document of Butte County. I hereby authorize r r s ntai of Butte County to enter upon the above mentioned property for inspection ses. Je\,s \� �' Print Name:'— "� Signalu Dale: �] Owner ❑ Contractor 0 Agent for Owner ❑ Agent for Contractor COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 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 addre and should be corrected. Please call for re -inspection when correction of work is comp ed. If you have any stions pertaining to this matter, or need additional explanatio , please contact theXilorngAnspector as indicated below. � Date , " Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive +Oroville, CA �, (530) 538-7541 TOLL FREE (530) 891--2751 CORRECTION NOTICE ' OWNER i P RMIT 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. J=OK 0 = Not OK . = NotReadyble 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/0 -Concrete Electric 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 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Parielboards-Ins. to Main Conduit 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/0 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 9. Hgalth Department Approval I , ir. Test -Water Supply Test Li Niche nclosure; Fenting-Alarms Date ,OZ3 Card 13-1 Date Card B-1 Date - i'Card B -14,L I Date Card B-1 ., tel/ * 2 Date Card B-1 Date Card B-1 Date Card 5rr Date Card B-1 Date POO (Plans) OK except #'s . S acks-Easements s; Compaction -Structure Stability 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- Parielboards-Ins. to Main Conduit 9. Hgalth Department Approval I , ir. Test -Water Supply Test Li Niche nclosure; Fenting-Alarms Date ,OZ3 Card 13-1 Date Card B-1 Date - i'Card B -14,L I Date Card B-1 ., tel/ * 2 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped _ 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. 27. Romex Installed Close to Edge of Studs & C.J. 79. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 80. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 81. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 82. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 83. 33. Equip. Clearances Panels-Motors-Mech. Equip. 84. 34. Clothes Closet Light -Shower Light -Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 95. Card B-1 Date Card B-1 Date 96. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 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 & Bearino Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes D No/Walks O Yes 0 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 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish; or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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 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.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profdssions 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 pursuant to the Contractors' State License Law.). ❑ lam Exempt under Artii rofessions Code Date: a Owner: WORKERS' COMPENSATION DECLA14ATION 1 hereby affirm under penally of perjury one of th&4o_1Ictwing declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 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 policy number are: Carrier: Policy 12 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 with those provisions. Date: X a,!�; 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec 3097 Civ.) Address: PERMIT NO. BP043146' Issued Date: 01/07/2005 APN: 047-670-073-000 Site Address: 4023 SPYGLASS RD CHI Map Index: Description: INGROUND POOL (800) Owner: MCGUIRE FAMILY TRUST MCGUIRE WILLIAM B & CHARLOTTE E TRUSTEES 4023 SPYGLASS RD CHICO, CA 95973-7690 Applicant: MCGUIRE FAMILY TRUST Contractor: License #: Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: 4- 3 00n -$ !°8 7. 3 63 ► o - i7 - r) 4 - This permit' hereby issued under the applicable provisions of the Butte County Cody and/or Resolutions do work Indicated above for which fees have been paid. Bv: Date: 1 ' 7' OS ON: ' 7.o& O 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. O Notification in accordance with Seclion 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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 *1 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 s tante of any official f rm or document of Butte County. I hereby authorizervrsnti eses of�unty to enter upon tthe abbovementioned property for inspection , ses.Print Name9 t'✓�� Date: 0 Owner . ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR rNSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name �� City ('�� irst Nam- 1 L l Address City city r�1 ,t State State Zig- V1V\3 Phone ? ) r t 2:� l Fax Fax E-mail,o IM (C-Rj APPLICANT NAME CONTRACTOR Name City ('�� Address Zip ,X, `--13 City Fax State Zip Phone Name Fax E-mail Lot # Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City ('�� Address Zip ,X, `--13 City Fax State Zip Phone Name Fax E-mail Lot # State License Number APPLICANT NAME Name Address City ('�� StajtjN_ Zip ,X, `--13 Phon`j -• Fax E-mail o i C_ (AA, r) vja� . cnwl-_ AP * LICANT SIGNATURE i X For office use only: AP# 1 I�`� 1 l Zoning Flood Zone Cross Street���� SRA I Yes I No Occ. lihiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. °t 3� B BIN # LOCATION AP# 1 I�`� 1 l Property Address City 1�� Cross Street���� WORKER'S COMPENSATION Policy Number Carrier lihiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Total LENDING AGENCY Name Address Lin�l Description or Scope of Work: :,I - Sq. Footage ❑ 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 fee 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. Re ' _ Amount: O Bldg SRA Receipt #: Sheriff SMIP Datelb �� ther Total r Nage t or 1 Ktv r -Lr -u4 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate: (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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 en iq neer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 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 �AC(a2,k d ��OWNER:I f ASSESSOR PARCEL NUMBER `" Proposed Building Use: vKa� Counter Technician: Date:J�- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde06 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 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other t 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 .............................. ❑ 22. City of Chico Plumbing permit........................................................................ .e42 California Department of Forestry plan approval ❑ paid. Sent by: ............. tS 4. Planning approval (A) Use: �(B)Parking: (C) Parcel Check: L 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (� iven to owner, _Mailed to owner) ..................... 4] ZK 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......................................................................................... 0 37. ❑ Grant Deed, M.H. Tit e/ atement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.0 D. $ 38. Other: a? �•� ❑ 39. Other: U A_ When issued Telephone and hold for pickup. I have ben in�forrqed of th /above items and requirements for obtaining a building permit. Applican . \ Date: 1. Index permit application for thea uelitems mbered: �� Plan Check Leiter 2. Additional items req i - Contractor, designer n , as advised of the above data by 9Wne, ❑ mail, ❑ counter, by 1W Date:3 6 Contractor, designe w was advised of the abov data y phone, ❑ mail, 01t f coun�, K Date: I 1 Plans reviewed by: Date: 72 v Plans approved by: Date : Structural reviewed by: Date: Structural approved by: X23 Date: 2 O� Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Plot tan—Attochod E Floor Plan Anscltod Sent to 8.0. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance A/�-7 7D -G%3 Owner Loca on AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 la�Z7-D� Date O.B.- I 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. 1. I personally plan to provide the majo labor and materials for construction of the proposed roperty improvement: YES NO ]. nproposed I HAVE[ ] HAVE NOT[ ] signed an application for -a building permit for the wko. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4_ I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:' PHONE: CONTRACTOR'S LICENSE NO. S_. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: )y " --7, Z— <=) Ll � VV NOTE: This owner -Builder Verification is required by Section 19831 and 19832o f the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 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: 0 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. 0 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. 0 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. 0 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 "ownerbuilder" 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 Vie* C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 O�PP¢�T O �vKI T TF / o O /O ° O ' 1 O < \ O O AcD U t4l ECIC WOP� Department C o u n t 1 J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: N Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that -submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs oneacre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: _ Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 . (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 1, 2004 Bill McGuire 4023 Spyglass Road Chico, CA 95973 Subject: Building Permit — 04-3145 (Pool) The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is located has very little potential for erosion. Through working with our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required prior to permit issuance: • If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ely, Gt &eA ana Adler Assistant Planner Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 . (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 1, 2004 Bill McGuire 4023 Spyglass Road Chico, CA 95973 Subject: Building Permit — 04-3145 (Pool) The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is located has very little potential for erosion. Through working with our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required prior to permit issuance: . If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have -any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ely, Q I��� ana Adler Assistant Planner pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS STANDARD E Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. STRUCTURAL PLAN NORTHERN CALIFORNIA (EQUIV. FLUID PRESS.=30, 45, & 50 PCF) �4�-3iys Bt1iE COUl "WIA Pp F%o V DEPARPMEN�", I E D DESIGN BASED ON CBC 2001 EDITION /Z!�I' (BASED ON 1997 UBC) CONCRETE. fc' = 2000psi REINFORCING fy = 40000psi (Grade 40) 04/14/2004 01:46:45 PM Page 1 of 67 WADetails\Calcs 100 N f Copv pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. f.' : specific compressive strength of concrete (psi) we : weight of concrete (pcf) fc., = 0.45f. : allowable extreme fiber stress in compression for concrete (psi) CBC 2001 Sec. 1926.3.1 (1) v. = 1.1 f : permissible shear stress carried by concrete (psi) CBC 2001 Sec. 1926.3.1(2) Ec = 57000 f : modulus of elasticity of concrete (psi) CBC 2001 Sec. 1908.5.1 fy = 40000 : specified yield strength of reinforcement (psi) fsa„ = 20000 [GRADE 40, 50], 24000 [GRADE 60] : permissible tensile strength in reinf. (psi) CBC 2001 Sec.1926.3.2 ES = 29000000 : modulus of elasticity of reinforcement (psi) CBC 2001 Sec. 1908.5.2 IS equivalent fluid pressure of soil (pcf) n = E : modular ratio of elasticity EC b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. CBC 2001 Sec. 1907.7.3.1 SEE CALCULATION METHODOLOGY.- STANDARD PLAN H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d = t - cover - (DS/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) HZ : bottom depth of particular section (ft) 1 OTMso, = 6 ys HZ : over -turning moment (ft -lbs) Vso,,= 2 Y5 HZ : shear (lbs) MR : Moment Resisting (ft -lbs) MT = OTMso,L + MR : Net Moment (ft -lbs) VT = Vsoa : Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) _ A P b d : ratio of tension reinforcement k= (pny+2pn—pn j=1_3 fs = A Td : average stress in the steel (psi) 5j ` fc = 2MT jkbd2 _ VT v bd maximum compressive stress at the top of the compressive zone (psi) design shear stress (psi) Page 2 of 67 ` a 4 �t 04/14/2004 01:46:46 PM ,. W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. inC. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY CALCULATIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables 04/14/2004 01:46:45 PM Page 3 of 67 W:\Detai1s\Ca1cs\100 NC .pdf ,v to CD A 0 CT) V pool enn - - Ron Lacher, R.C.E. 1201 N. Tustin Ave. Anaheim, Califomla 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 N016 m Q � a o WATER LINE. VERTICAL STEEL HORIZONTAL STEEL 16 \-------------- — A / 17 1e 1 19 \ 2 21 LOAD DIAGRAM DUE TO EARTH PRESSURE NET MOM = OTM SOIL — M R DETERMINE OTM AND V DUE TO yS OTMA= (1/2 ys H2)(H2/3) = 1/6 YS HZ VA= 1/2 YS HZ STANDARD POOL WALL CALCULATION METHODOLOGY V 22 pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS LOAD DIAGRAM DUE TO EARTH PRESSURE 04/14/2004 01:46:45 PM Page 5 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron'tacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B.- Page 6 of 67 04/14/2004 01:46:47 PM WADetai1s\Ca1cs\100 NC .pdf TABLE NO. 1 - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. f� = 2000 psi w, = 150 pcf fc,1 = 0.45f, = 900 psi FROM 2001 CBC Sec. 1926.3.1(1) v� = 1.1 f,' = 49.2 psi FROM 2001 CBC Sec. 1926.3.1(2) Er= 57000 f,' = 2549117 psi FROM 2001 CBC Sec. 1908.5.1 fy = 40000 psi fsaii = 20000 psi FROM 2001 CBC Sec.1926.3.2 ES = 2.9E+07 psi FROM 2001 CBC Sec. 1908.5.2 TS = 30 pcf n = ES/Ec = 11.38 b = 12 in cover = 3 in FROM 2001 CBC Sec. 1907.7.3.1 H = 8.5 ft Try wall thickness t = 6.0 in at a depth of HZ = 6.5 ft Try vertical steel = #3 @ 6" DS = 0.375 in As = 0.221 in` d = t - cover - (Ds/2) = 2.81 in OTMso,L = 6 n H2 = 1373 ft -Ib Overturning moment due to earth pressure MR = -609 ft -lb Resisting moment due to weight of pool wall. MT = OTMsoiL + MR = 764 ft -lb SEE POOL WALL SUMMARY VT = Vsoa= 2 YS H2 = 634 Ib Shear due to earth pressure Page 6 of 67 04/14/2004 01:46:47 PM WADetai1s\Ca1cs\100 NC .pdf pool` ' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. TABLE NO. 1 - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. _ A P bd 0.007 k = (pny +2pn - pn = 0.319 k= 0.894 3 fs = A Td = 16514.9 psi < 20000 psi OK gl fc= Tkbd2 678.6 psi < 900 psi OK v = bd = 18.8 psi < 49.2 psi OK 04/14/2004 01:46:45 PM Page 7 of 67 WADetai1s\Ca1cs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL SWIMMING POOL CALCULATIONS RESISTING MOMENT METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Resisting Moment Tables. Page 8 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY TABLE NO. 1 - NON -EXPANSIVE SOIL WALL LOADED BY EARTH PRESSURE A,= 0.500 fe W,= 75.00 lb PA= -112.50 ft4b A2= 0.365 ft2 12= 54.69 Ib PA= -75.54 ft4b A,= 0.229 fie Wo= 34.38 lb Ay= 42.25 ft4b A,= 0.229 ft2 W4= 34.38 lb K= -02.25 ft -Ib As= 0.229 ff2 Ws= 34.38 Ib M;= 42.25 ft -lb A4= 0.229 ft2 Wo= 34.38 lb M;= 42.25 ft -Ib A,= 0.229 ft2 W,= 34.38 lb db= 42.25 ft4b Aa= 0.230 ft2 We= 34.43 lb fA= 42.04 flab Ay= 0.232 ft2 W9= 34.75 lb 1b= 40.18 ft4b Aio= 0.243 ft Woo 36.39 lb fAo= -39.33 ft4b A„= 0.264 ft2 W„= 39.67 lb M„= -37.49 ft4b A,2= 0.276 ft2 W,2= 41.46 lb Ke30.58 ft4b A:,- 0.289 W W,o= 43.35 lb Mia= -19.99 ft4b RMA= Ml+M2+M3+I +My+M l 04/14/2004 01:46:45 PM W:\Details\Calcs\100 NC .pdf e Page 9 of 67 pool 1201 N. Tustin Avenue Ron`Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL POOL WALL ANALYSIS SUMMARY TABLES The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables Page 10 of 67 04/14/2004 01:46:47 PM WADetai1s\Ca1cs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY TABLE NO. 1 - NON -EXPANSIVE SOIL Ysoa 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As inZ Ds in. p k SOIL I's fsali psi psi fc psi fceli psi v psi veil psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -477.3 20000.0 -7.0 900.0 0.0 49.2 2 0.5 1.0 5.5 2.31 5 -58 -53 15 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2743.7 20000.0 -84.3 900.0 0.5 49.2 3 1.0 1.5 5.5 2.31 17 -66 -49 34 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2538.2 20000.0 -78.0 900.0 1.2 49.2 4 1.5 2.0 5.5 2.31 40 -74 -34 60 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -1754.1 20000.0 -53.9 900.0 2.2 49.2 5 2.0 2.5 5.5 2.31 78 -82 -4 94 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -198.6 20000.0 -6.1 900.0 3.4 49.2 6 2.5 3.0 5.5 2.31 135 -90 45 135 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 2321.0 20000.0 71.3 900.0 4.9 49.2 7 3.0 3.5 5.5 2.31 214 -98 117 184 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 5997.7 20000.0 184.3 900.0 6.6 49.2 8 3.5 4.0 5.5 2.31 320 -114 206 240 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 10604.8 20000.0 325.9 900.0 8.6 49.2 9 4.0 4.5 5.5 2.31 456 -148 307 3041#3 @ 12" 0.110 0.375 0.004 0.259 0.914 15807.2 20000.0 485.7 900.0 10.9 49.2 10 4.5 5.0 6.0 2.81 625 -207 418 375 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 17520.0 20000.0 481.5 900.0 11.1 49.2 11 5.0 5.5 6.0 2.81 832 -298 534 454 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 11536.2 20000.0 474.0 900.0 13.4 49.2 12 5.5 6.0 6.0 2.81 1080 -428 652 540 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 14095.7 20000.0 579.2 900.0 16.0 49.2 13 6.0 6.5 6.0 2.81 1373 -609 764 634 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 16514.9 20000.0 678.6 900.0 18.8 49.2 14 6.5 7.0 6.0 2.81 1715 -862 853 735 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 18429.7 20000.0 757.3 900.0 21.8 49.2 15 7.0 7.5 6.5 3.31 2109 -1226 883 844 #3 @ 6" 0.221 0.375 0.006 0.298 0.901 16080.2 20000.0 599.8 900.0 21.2 49.2 16 7.5 8.0 6.5 3.31 2560 -1801 759 960 #3 @ 6" 0.221 0.375 0.006 0.298 0.901 13814.2 20000.0 515.3 900.0 24.2 49.2 F-171 8.0 8.51 6.5 3.31 3071 -3639 -5681 10841#3 @ 6" 1 0.221 0.375 0.006 0.2981 0.901 -10346.71 20000.0 -386.0 900.0 27.3 49.2 04/14/2004 01:46:45 PM Page 11 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron"Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 1 - NON -EXPANSIVE SOIL rsoa 30 pc f H 8.5 ft R88 0.0 ft R . 5.0 ft Section --jo- 1 2 3 4 5 6 7 8 9 10 11 12 RM F12 -1 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 1 Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 34.75 36.39 39.67 41.46 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 34.7 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.32 0.26 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 8.94 -148.24 10 5.0 36.4 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 0.31 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 13.43 11.32 -207.48 11 5.5 39.7 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.57 0.50 0.36 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 19.93 18.13 14.38 -298.04 12 6.0 41.5 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.75 0.61 0.41 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 28.70 27.31 24.39 16.89... 427.73 13 6.5 43.3 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.08 0.94 0.74 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 40.18 39.33 37.49 30.58 .. , -608.91 14 7.0 46.8 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.51 1.37 1.17 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 55.09 54.95 54.52 48.38... -862.18 15 7.5 52.6 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.08 1.94 1.74 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 74.92 75.71 77.16 72.04 ... -1226.25 16 8.0 66.1 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.90 2.77 2.56 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 103.44 105.57 109.72 106.07 ... -1801.32 17 8.5 226.3 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.08 4.94 4.74 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 179.17 184.88 196.19 196.44 ... -3638.86 Page 12 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 1 - NON -EXPANSIVE SOIL YSoiL 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft 34.4 Section -op-13 14 15 16 17 RM F2-1 6.5 7.0 7.5 8.0 8.5 -74.11 1 Weight 43.35 46.82 52.57 66.10 226.29 1 0.5 75.0 -37.50 2 1.0 54.7 -81.99 6 3.0 34.4 -58.36 3 1.5 34.4 04/14/2004 01:46:45 PM Page 13 of 67 W:\Details\Calcs\100 NC .pdf -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 34.7 -148.24 10 5.0 36.4 -207.48 11 5.5 39.7 -298.04 12 6.0 41.5 -427.73 13 6.5 43.3 0.46 ... 19.99 -608.91 14 7.0 46.8 0.89 0.54 ... 38.60 25.05 -862.18 15 7.5 52.6 1.46 1.11 0.65 63.34 51.77 33.95 -1226.25 16 8.0 66.1 2.28 1.93 1.47 0.87 ... 98.91 90.19 77.09 57.31 -1801.32 17 8.5 226.3 4.46 4.11 3.65 3.05 1.41 ... 193.38 192.23 191.65 201.37 318.25 -3638.86 04/14/2004 01:46:45 PM Page 13 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY TABLE NO. 1 - EXPANSIVE SOIL 7s01L 45 pcf H 8.5 ft RBB 0.0 ft 7 R 5.0 ft Sec H1 H2 ft. ft. t d in. in. OTM ft -Ib SOIL MR MT I ft -Ib ft -Ib Vertical V Steel Ib As Int Ds in. p k fs psi SOIL fsap psi fc psi fcan psi v Vail psi psi 1 0.0 0.5 12.0 8.81 1 -38 -371 6 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 473.3 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 8 -58 -51 23.#3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2615.2 20000.0 -80.4 900.0 0.8 49.2 3 1.0 1.51 5.5 2.31 25 -66 -41 51 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2104.3 20000.0 -64.7 900.0 1.8 49.2 4 1.5 2.0 5.5 2.31 60 -74 -14 90 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -725.6 20000.0 -22.3 900.0 3.2 49.2 5 2.0 2.5 5.5 2.31 117 -82 35 141 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 1810.1 20000.0 55.6 900.0 5.1 49.2 6 2.5 3.0 5.5 2.31 203 -90 113 203 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 5792.1 20000.0 178.0 900.0 7.3 49.2 7 3.0 3.5 5.5 2.31 322 -98 224 276 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 11509.7 20000.0 353.7 900.0 9.9 49.2 8 3.5 4.0 5.5 2.31 480 -114 366 360 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 18832.6 20000.0 578.7 900.0 13.0 49.2 9 4.01 4.5 5.5 2.31 683 -148 535 456 #3 @ 6" 0.221 0.375 0.008 0.345 0.885 14204.2 20000.0 656.3 900.0 16.4 49.2 10 4.5 5.0 6.0 2.81 938 -207 730 563 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 15775.8 20000.0 648.2 900.0 16.71 49.2 11 5.0 5.5 6.5 3.31 1248 -298 949 681 #3 @ 6" 0.221 0.375 0.006 0.298 0.901 17285.81 20000.0 644.8 900.0 17.1 49.2 12 5.5 6.0 7.5 4.31 1620 -431 1189 810 #3 @ 6" 0.221 0.375 0.004 0.267 0.911 16437.1 20000.0 525.9 900.0 15.7 49.2 13 6.0 6.5 8.0 4.81 2060 -622 1438 951 #3 @ 6" 1 0.221 0.375 0.004 0.255 0.915 17734.6 20000.0 532.7 900.0 16.5 49.2 14 6.5 7.0 8.5 5.31 2573 -895 1677 1103 #3 @ 6" 0.221 0.375 0.003 0.244 0.919 18671.0 20000.0 530.0 900.0 17.3 49.2 15 7.0 7.51 9.01 5.811 3164 -12981 18661 1266 #3 @ 6" 0.221 0.3751 0.0031 0.235 0.922 18925.3 20000.0 510.5 900.0 18.1 49.2 16 7.5 8.01 9.01 5.811 3840 -19461 18941 1440 #3 @ 6" 0.2211 0.3751 0.0031 0.235 0.9221 19205.2 20000.0 518.0 900.0 20.6 49.2 171 8.01 8.51 9.01 5.811 46061 4138 4681 1626 #3 @ 6" 0.2211 0.3751 0.0031 0.235 0.9221 4747.1 20000.01 128.01900.01 23.31 49.2 Page 14 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE N.O. 1- EXPANSIVE SOIL %YSOIL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section --lo. 1 2 3 4 5 6 7 8 9 10 11 12 RM FQ 1 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 i Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 34.75 36.39 40.40 45.63 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 34.7 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.32 0.26 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 8.94 -148.24 10 5.0 36.4 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 • 0.31 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 13.43 11.32 -207.48 11 5.5 40.4 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.57 0.50 0.37 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 19.93 18.13 14.81 -298.47 12 6.0 45.6 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.75 0.62 0.43 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 28.70 27.31 25.00 19.78... -431.23 13 6.5 53.2 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.08 0.95 0.76 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 40.18 39.33 38.34 34.84... -622.00 14 7.0 61.3 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.51 1.38 1.19 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 55.09 54.95 55.68 54.43... -895.21 15 7.5 71.8 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.08 1.95 1.76 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 74.92 75.71 78.74 80.47 .., -1297.64 16 8.0 88.8 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.90 2.77 2.58 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 103.44 105.57 111.88 117.91 ... -1945.97 17 8.5 339.9 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.08 4.95 4.76 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 179.17 184.88 199.92 217.35 ... 4137.77 04/14/2004 01:46:45 PM Page 15 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ronlacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 1 - EXPANSIVE SOIL Ysoa. 45 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Section -1 13 14 15 16 17 RM FQ -► 6.5 7.0 7.5 8.0 8.5 1 + Weight 53.22 61.26 71.79 88.81 339.94 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 34.7 -148.24 10 5.0 36.4 -207.48 11 5.5 40.4 -298.47 12 6.0 45.6 -431.23 13 6.5 53.2 0.53 ... 27.97 -622.00 14 7.0 61.3 0.95 0.63 ... 50.82 38.66 -895.21 15 7.5 71.8 1.53 1.20 0.78 ... 81.19 73.62 55.65 -1297.64 16 8.0 88.8 2.35 2.02 1.60 1.02 ... 124.86 123.89 114.55 90.84 =1945.97 17 8.5 339.9 4.53 4.20 3.78 3.20 1.52 ... 240.84 257.40 271.01 284.39 517.51 -4137.77 Page 16 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE NO. 1 - EXPANSIVE SOIL Ysou 50 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 H2 ft. ft. t d in. in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As in 2 Ds in. p k � fs psi SOIL fsa„ psi fc psi fcaii psi V Vau psi psi 1 0.0 0.5 12.0 8.81 1 -38 -36 6 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 8 -58 -50 25 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 3 1.0 1.5 5.5 2.31 28 -66 -38 56 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -1959.6 20000.0 -60.2 900.0 2.0 49.2 4 1.5 2.0 5.5 2.31 67 -74 -7 100 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -382.8 20000.0 -11.8 900.0 3.6 49.2 5 2.0 2.5 5.5 2.31 130 -82 48 156 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 2479.7 20000.0 76.2 900.0 5.6 49.2 6 2.5 3.0 5.5 2.31 225 -90 135 225 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 6949.1 20000.0 213.5 900.0 8.1 49.2 7 3.0 3.5 5.5 2.31 357 -98 260 306 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 13347.0 20000.0 410.1 900.0 11.0 49.2 8 3.5 4.0 5.5 2.31 533 114 420 400 #3 @ 6" 0.221 0.375 0.008 0.345 0.885 11135.0 20000.0 514.5 900.0 14.4 49.2 9 4.0 4.5 5.5 2.31 759 -148 611 506 #3 @ 6" 0.221 0.375 0.008 0.345 0.885 16219.6 20000.0 749.4 900.0 18.2 49.2 10 4.5 5.0 6.0 2.81 1042 -207 834 625 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 18026.9 20000.0 740.7 900.0 18.5 49.2 11 5.0 5.5 6.5 3.31 1386 -298 1088 756 #3 @ 6" 0.221 0.375 0.006 0.298 0.901 19810.3 20000.0 739.0 900.0 19.0 49.2 12 5.5 6.0 7.5 4.31 1800 -431 1369 900 #3 @ 6" 0.221 0.375 0.004 0.267 0.911 18925.9 20000.0 605.5 900.0 17.4 49.2 13 6.0 6.5 7.5 4.31 2289 -622 1667 1056 #3 @ 4" 0.331 0.375 0.006 0.316 0.895 15643.5 20000.0 634.5 900.0 20.4 49.2 14 6.5 7.0 8.0 4.81 2858 -892 1966 1225 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 16452.0 20000.0 625.4 900.0 21.2 49.2 15 7.0 7.5 8.5 5.31 3516 -1288 2228 1406 #3 @ 4" 0.331 0.375 0.005 0.290 0.903 16810.4 20000.0 603.0 900.0 22.1 49.2 16-7.51-i.01 8.5 5.31 4267 -1923 2343 1600 #3 @ 4" 0.331 0.375 0.005 0.290 0.903 17682.4 20000.0 634.2 900.0 25.1 49.2 17 8.0 8.5 8.5 5.31 5118 X047 1071 1806 #3 @ 4" 0.331 0.375 0.005 0.290 0.903 8079.5 20000.0 289.8 900.0 28.3 49.2 04/14/2004 01:46:45 PM Page 17 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ronlacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 1 - EXPANSIVE SOIL 7Soa. 50 pc f H 8.5 ft R88 0.0 ft F R 5.0 ft Section - 1 2 3 4 5 6 7 8 9 10 11 12 RM Flt 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 34.75 36.39 40.40 45.63 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 34.7 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.32 0.26 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 8.94 -148.24 10 5.0 36.4 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 0.31 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 13.43 11.32 -207.48 11 5.5 40.4 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.57 0.50 0.37 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 19.93 18.13 14.81 -298.47 12 6.0 45.6 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.75 0.62 0.43 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 28.70 27.31 25.00 19.78... -431.23 13 6.5 53.0 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.08 • 0.95 0.76 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 40.18 39.33 38.34 34.84... -621.83 14 7.0 58.5 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.51 1.38 1.19 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 55.09 54.95 55.68 54.43... -892.16 15 7.5 67.8 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.08 1.95 1.76 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 74.92 75.71 78.74 80.47 ... -1287.97 16 8.0 84.4 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.90 2.77 2.58 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 103.44 105.57 111.88 117.91 .,, -1923.46 17 8.5 316.1 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.08 4.95 4.76 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 179.17 184.88 199.92 217.35 ... -4047.04 Page 18 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201, N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS cont. NO R. 8.8. WALL LOADED BY EARTH PRESSURE TABLE NO. 1 - EXPANSIVE SOIL 7soa 50 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section - 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 53.00 58.49 67.81 84.35 316.12 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 34.7 -148.24 10 5.0 36.4 -207.48 11 5.5 40.4 -298.47 12 6.0 45.6 -431.23 13 6.5 53.0 0.52 ... 27.80 -621.83 14 7.0 58.5 0.95 0.61 ... 50.55 35.89 -892.16 15 7.5 67.8 1.52 1.18 0.75 ... 80.79 69.27 50.73 -1287.97 16 8.0 84.4 2.35 2.00 1.57 0.99 ... 124.28 117.26 106.37 83.71 -1923.46 17 8.5 316.1 4.52 4.18 3.75 3.17 1.50 ... 239.78 244.74 254.15 267.55 474.19 -4047.04 04/14/2004 01:46:45 PM Page 19 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY TABLE NO. 2 - HIGHLY EXPANSIVE SOIL OR NO DECK yso,L 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 H2 ft. ft. t d in. in. OTM ft -Ib SOIL MR MT I ft -Ib ft -Ib Vertical V Steel Ib As int Ds in. p k fs psi SOIL fseii psi fc psi fceii psi v vei, psi psi 1 0.0 0.5 12.0 8.81 1 -38 -361 8 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -468.6 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 10 -58 -48 31.#3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2466.0 20000.0 -75.8 900.0 1.1 49.2 3-----1.0 1.5 5.5 2.31 35 -66 -31 701#3 @ 12" 0.1101 0.375 0.004 0.259 0.914 -1601.0 20000.0 -49.2 900.0 2.5 49.2 4 1.5 2.0 5.5 2.31 83 -74 9 125 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 467.4 20000.0 14.4 900.0 4.5 49.2 5 2.0 2.5 5.5 2.31 163 -82 81 195 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 4140.3 20000.0 127.2 900.0 7.0 49.2 6 2.5 3.0 6.0 2.81 281 -91 190 281 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 7981.1 20000.0 219.3 900.0 8.3 49.2 7 3.0 3.5 6.0 2.81 446 -100 346 382 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 14515.7 20000.0 398.9 900.0 11.3 49.2 8 3.5 4.0 6.0 2.81 666 -118 548 499 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 11840.6 20000.0 486.5 900.0 14.8 49.2 9 4.0 4.5 6.0 2.81 948 -154 793 632 #3 @ 6" 0.221 0.375 0.0071 0.319 0.894 17145.1 20000.0 704.5 900.0 18.7 49.2 10 4.5 5.0 7.0 3.81 1300 -217 1083 780 #3 @ 6" 0.221 0.375 0.005 0.281 0.906 17021.7 20000.0 584.9 900.0 17.0 49.2 11 5.0 5.5 8.0 4.81 1730 -316 1415 944 #3 @ 6" 0.221 0.375 0.004 0.255 0.915 17448.7 20000.0 524.1 900.0 16.3 49.2 12 5.5 6.0 8.0 4.81 2246 -461 1785 1123 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 14938.3 20000.0 567.8 900.0 19.4 49.2 13 6.0 6.5 8.0 4.81 2856 -667 2189 1318 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 18320.1 20000.0 696.4 900.0 22.8 49.2 14 6.5 7.0 8.5 5.31 3567 -956 2611 1529 #3 @ 4" 0.331 0.375 0.005 0.290 0.903 19701.9 20000.0 706.7 900.0 24.0 49.2 151 7.01 7.51 9.51 6.311 4388 -1380 3008 1755 #3 @ 4" 1 0.3311 0.375 0.004 0.270 0.910 18960.1 20000.0 615.2 900.0 23.2 49.2 161 7.51 8.01 10.01 6.811 5325 -2061 32641 19971#3 @ 4" 1 0.3311 0.3751 0.0041 0.261 0.9131 19003.9 20000.0 590.11 900.0 24.4 49.2 171 8.01 8.51 10.01 6.811 6387 -44131 19741 22541#3 @ 4" 1 0.3311 0.3751 0.0041 0.2611 0.9131 11493.51 20000.01 356.91 900.01 27.61 49.2 Page 20 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE . TABLE NO. 2 - HIGHLY EXPANSIVE SOIL OR NO DECK rsoa 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section -0. 1 2 3 4 5 6 7 8 9 10 11 12 RM F12 1 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 35.94 37.50 37.56 37.90 40.44 47.25 54.42 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 35.9 0.50 0.38 0.23 0.23 0.23 0.24 37.50 20.86 7.88 7.88 7.88 8.62 -90.60 7 3.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 -99.98 8 4.0 37.6 0.53 0.41 0.25 0.25 0.25 0.26 0.28 0.27 39.38 22.23 8.74 8.74 8.74 9.52 10.31 10.03 -117.68 9 4.5 37.9 0.60 0.48 0.33 0.33 0.33 0.34 0.35 0.34 0.28 45.08 26.38 11.35 11.35 11.35 12.25 13.16 12.88 10.52 -154.32 10 5.0 40.4 0.73 0.61 0.46 0.46 0.46 0.47 0.48 0.47 0.41 0.34 54.77 33.45 15.79 15.79 15.79 16.89 18.01 17.74 15.42 13.66 -217.33 11 5.5 47.2 0.92 0.80 0.65 0.65 0.65 0.66 0.67 0.66 0.59 0.52 0.41 68.81 43.68 22.23 22.23 22.23 23.62 25.03 24.77 22.51 21.23 19.47 -315.79 12 6.0 54.4 1.17 1.05 0.90 0.90 0.90 0.91 0.92 0.91 0.85 0.78 0.66 0.49 87.74 57.49 30.90 30.90 30.90 32.69 34.50 34.25 32.08 31.44 31.40 26.84 , .. -461.13 13 6.5 58.3 1.50 1.38 1.23 1.23 1.23 1.24 1.25 1.24 1.18 1.11 0.99 0.82 112.50 75.54 42.25 42.25 42.25 44.55 46.87 46.65 44.60 44.79 46.99 44.80... -666.67 14 7.0 62.3 1.93 1.81 1.66 1.66 1.66 1.67 1.68 1.67 1.61 1.54 1.42 1.25 144.70 99.02 57.01 57.01 57.01 59.98 62.97 62.77 60.87 62.15 67.28 68.16... -956.37 15 7.5 71.8 2.50 2.38 2.23 2.23 2.23 2.24 2.25 2.24 2.18 2.11 1.99 1.82 187.50 130.23 76.63 76.63 76.63 80.49 84.37 84.20 82.50 85.23 94.24 99.22 ... -1379.78 16 8.0 90.6 3.32 3.20 3.05 3.05 3.05 3.06 3.07 3.06 3.00 2.93 2.82 2.64 249.04 175.10 104.83 104.83 104.83 109.98 115.15 115.02 113.60 118.41 133.01 143.87 ... -2061.15 17 8.5 383.9 5.50 5.38 5.23 5.23 5.23 5.24 5.25 5.24 5.18 5.11 4.99 4.82 412.50 294.29 179.75 179.75 179.75 188.30 196.88 196.87 196.21 206.55 235.99 262.47 ... -4413.06 04/14/2004 01:46:45 PM Page 21 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron'Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BYEARTHPRESSURE TABLE NO. 2 - HIGHLY EXPANSIVE SOIL OR NO DECK soa 62 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 -f 6.5 7.0 7.5 8.0 8.5 t i Weight 58.30 62.28 71.79 90.62 383.90 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 35.9 -90.60 7 3.5 37.5 -99.98 8 4.0 37.6 -117.68 9 4.5 37.9 -154.32 10 5.0 40.4 -217.33 11 5.5 47.2 -315.79 12 6.0 54.4 -461.13 13 6.5 58.3 0.56 32.62 -666.67 14 7.0 62.3 0.99 0.64 ... 57.65 39.80 -956.37 15 7.5 71.8 1.56 1.21 0.78 ... 90.92 75.34 55.65 -1379.78 16 8.0 90.6 2.38 2.03 1.60 1.03 ... 138.76 126.45 114.55 93.70 -2061.15 17 8.5 383.9 4.56 4.21 3.78 3.21 1.55 ... 265.82 262.18 271.01 291.20 593.52 -4413.06 Page 22 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. inC. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY TABLE NO. 11 - NON -EXPANSIVE SOIL Ysoa 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As in Ds in. p k fs psi SOIL fsa,i psi fc psi fceii psi V psi Veil psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -477.3 20000.0 -7.0 900.0 0.0 49.2 2 0.5 1.0 5.5 2.31 5 -58 -53 15 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2743.7 20000.0 -84.3 900.0 0.5 49.2 3 1.0 1.5 5.5 2.31 17 -66 49 34 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2538.2 20000.0 -78.0 900.0 1.2 49.2 4 1.5 2.0 5.5 2.31 40 -74 -34 60 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -1754.1 20000.0 -53.9 900.0 2.2 49.2 5 2.0 2.5 5.5 2.31 78 -82 -4 94 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -198.6 20000.0 -6.11 900.0 3.41 49.2 6 2.5 3.0 6.0 2.81 135 -91 44 135 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 1863.0 20000.0 51.2 900.0 4.0 49.2 7 3.0 3.5 6.0 2.81 214 -100 114 184 #3 @ 12" 0.110 0.3751 0.0031 0.238 0.921 4800.4 20000.0 131.9 900.0 5.4 49.2 8 3.5 4.0 6.0 2.81 320 -109 211 240 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 8839.2 20000.0 242.9 900.0 7.1 49.2 9 4.0 4.5 6.0 2.81 456 -119 337 304 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 14137.0 20000.0 388.5 900.0 9.0 49.2 10 4.51 5.01 6.0 2.811 625 -128 497 375 #3 @ 6" 0.221 0.375 0.007 0.319 0.8941 10738.0 20000.0 441.2 900.0 11.1 49.2 11 5.0 5.5 6.0 2.81 832 -137 6941 454 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 15006.1 20000.0 616.6 900.0 13.4 49.2 12 5.5 6.0 6.5 3.31 1080 -148 932 540 #3 @ 6" 0.221 0.375 0.006 0.298 0.901 16976.4 20000.0 633.31 900.0 13.61 49.2 13 6.0 6.5 7.0 3.81 1373 -173 1201 634 #3 @ 6" 0.221 0.375 0.005 0.281 0.906 18875.0 20000.0 648.5 900.0 13.9 49.2 14 6.5 7.0 8.0 4.81 1715 -229 1486 735 #3 @ 6" 0.2211 0.375 0.0041 0.255 0.915 18332.3 20000.0 550.6 900.0 12.7 49.2 15 7.0 7.5 8.5 5.31 2109 -326 1783 844 #3 @ 6" 0.221 0.375 0.003 0.244 0.919 19852.6 20000.0 563.6 900.0 13.2 49.2 16 7.5 8.0 9.5 6.31 2560 472 2088 960 #3 @ 6" 0.221 0.375 0.003 0.227 0.924 19436.3 20000.0 500.4 900.0 12.7 49.2 17 8.01 8.51 10.5 7.311 3071 -683 2387 1084 #3 @ 6" 0.221 0.375 0.003 0.212 0.929 19087.11 20000.0 452.4 900.0 12.4 49.2 18 8.5 9.0 11.0 7.811 3645 -983 26621 1215 #3 @ 6" 0.221 0.375 0.002 0.206 0.9311 19880.8 20000.01 454.2 900.0 13.0 49.2 19 9.0 9.5 12.0 8.81 4287 -1405 2882 1354 #3 @ 6" 0.221 0.375 0.002 0.196 0.9351 19004.3 20000.0 406.01 900.0 12.8 49.2 20 9.5 10.0 12.0 8.81 5000 -2018 2982 1500 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 19662.6 20000.0 420.1 900.0 14.2 49.2 21 10.0 10.5 12.0 8.81 5788 -2993 2795 1654 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 18431.1 20000.0 393.8 900.0 15.6 49.2 22 10.5 11.0 12.0 8.81 6655 -6274 381 1815 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 2514.1 20000.0 53.7 900.0 17.2 49.2 04/14/2004 01:46:45 PM Page 23 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS Z--6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 11 - NON -EXPANSIVE SOIL YSO1L 30 pcf N 11.0 ft RBB 2.5 ft R 5.0 ft Section y 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 --p- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 1 Weight 75.00 54.69 34.38 34.38 34.38 35.94 37.50 37.50 37.50 37.50 37.50 39.06 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 35.9 0.50 0.38 0.23 0.23 0.23 0.24 37.50 20.86 7.88 7.88 7.88 8.62 -90.60 7 3.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 -99.98 8 4.0 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 -109.35 9 4.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 9.38 -118.73 10 5.0 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 9.38 9.38 -128.10 11 5.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.25 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 9.38 9.38 9.38 -137.48 12 6.0 39.1 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.25 0.25 0.25 0.26 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 9.38 9.38 9.38 10.18 ... -147.66 13 6.5 42.1 0.53 0.41 0.25 0.25 0.25 0.26 0.28 0.28 0.28 0.28 0.28 0.29 39.38 22.23 8.74 8.74 8.74 9.52 10.31 10.31 10.31 10.31 10.31 11.16 -172.58 14 7.0 46.4 0.60 0.48 0.33 0.33 0.33 0.34 0.35 0.35 0.35 0.35 0.35 0.36 45.08 26.38 11.35 11.35 11.35 12.25 13.16 13.16 13.16 13.16 13.16 14.12 ... -228.86 15 7.5 52.0 0.73 0.61 0.46 0.46 0.46 0.47 0.48 0.48 0.48 0.48 0.48 0.49 54.77 33.45 15.79 15.79 15.79 16.89 18.01 18.01 18.01 18.01 18.01 19.17 -325.94 16 8.0 56.9 0.92 0.80 0.65 0.65 0.65 0.66 0.67 0.67 0.67 0.67 0.67 0.68 68.81 43.68 22.23 22.23 22.23 23.62 25.03 25.03 25.03 25.03 25.03 26.48 ... -472.06 17 8.5 64.7 1.17 1.05 0.90 0.90 0.90 0.91 0.92 0.92 0.92 0.92 0.92 0.93 87.74 57.49 30.90 30.90 30.90 32.69 34.50 34.50 34.50 34.50 34.50 36.34 ,,. -683.27 18 9.0 74.1 1.50 1.38 1.23 1.23 1.23 1.24 1.25 1.25 1.25 1.25 1.25 1.26 112.50 75.54 42.25 42.25 42.25 44.55 46.87 46.87 46.87 46.87 46.87 49.24 .., -982.52 19 9.5 83.9 1.93 1.81 1.66 1.66 1.66 1.67 1.68 1.68 1.68 1.68 1.68 1.69 144.70 99.02 57.01 57.01 57.01 59.98 62.97 62.97 62.97 62.97 62.97 66.01 .., -1404.96 20 10.0 96.5 2.50 2.38 2.23 2.23 2.23 2.24 2.25 2.25 2.25 2.25 2.25 2.26 187.50 130.23 76.63 76.63 76.63 80.49 84.37 84.37 84.37 84.37 84.37 88.30 ... -2018.26 21 10.5 118.2 3.32 3.20 3.05 3.05 3.05 3.06 3.07 3.07 3.07 3.07 3.07 3.08 249.04 175.10 104.83 104.83 104.83 109.98 115.15 115.15 115.15 115.15 115.15 120.36 ,., -2993.13 22 11.0 493.1 5.50 5.38 5.23 5.23 5.23 5.24 5.25 5.25 5.25 5.25 5.25 5.26 412.50 294.29 179.75 179.75 179.75 188.30 196.88 196.88 196.88 196.88 196.88 205.49 -6273.75 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. Page 24 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf Poo l 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. inc. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS cont. Z-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 11 - NON -EXPANSIVE SOIL 7SOIL 30 pcf H 11.0 ft RBB 2.5 ft r R 5.0 ft 71 Section --p. 13 14 15 16 17 18 19 20 21 22 RM H2 ---- s- 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 1 + Weight 42.08 46.35 52.02 56.92 64.69 74.14 83.89 96.52 118.19 493.11 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 35.9 -90.60 7 3.5 37.5 -99.98 8 4.0 37.5 -109.35 9 4.5 37.5 -118.73 10 5.0 37.5 -128.10 11 5.5 37.5 -137.48 12 6.0 39.1 -147.66 13 6.5 42.1 0.30 ... 12.51 -172.58 14 7.0 46.4 0.37 0.33 ... 15.70 15.46 -228.86 15 7.5 52.0 0.50 0.46 0.42 ... 21.14 21.45 21.62 -325.94 16 8.0 56.9 0.69 0.65 0.60 0.48 ... 29.02 30.13 31.35 27.16 -472.06 17 8.5 64.7 0.94 0.90 0.86 0.73 0.56 ... 39.64 41.83 44.48 41.53 36.33 -683.27 18 9.0 74.1 1.27 1.23 1.19 1.06 0.89 0.66 ... 53.53 57.13 61.65 60.32 57.69 49.22 -982.52 19 9.5 83.9 1.70 1.66 1.61 1.49 1.32 1.09 0.78 ... 71.60 77.03 83.98 84.76 85.46 81.05 65.49 -1404.96 20 10.0 96.5 2.27 2.23 2.19 2.06 1.89 1.66 1.35 0.94 ... 95.61 103.48 113.67 117.24 122.38 123.36 113.36 90.86 -2018.26 21 10.5 118.2 3.09 3.05 3.01 2.88 2.71 2.48 2.17 1.76 1.22 ... 130.14 141.52 156.36 163.95 175.46 184.20 182.20 170.06 144.54 -2993.13 22 11.0 493.1 5.27 5.23 5.19 5.06 4.89 4.66 4.35 3.94 3.40 1.66 ... 221.85 242.54 269.73 288.01 316.45 345.78 365.04 380.41 402.11 817.61 -6273.75 04/14/2004 01:46:45 PM Page 25 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. POOL WALL SUMMARY 2'-6" R.B.B. TABLE NO. 11 - EXPANSIVE SOIL Ysoa 50 pcf H 11.0 ftR88 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t d in. in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As Ds z in in. p k j fs psi SOIL fseil fc psi psi fceii psi v vagi psi psi 1 0.0 0.5 12.0 8.81 1 -38 -36 6 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 8 -58 -50 25 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 3 1.0 1.5 5.5 2.31 28 -66 -38 56 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -1959.6 20000.0 -60.2 900.0 2.0 49.2 4 1.5 2.0 5.5 2.31 67 -74 -7 100 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -382.8 20000.0 -11.8 900.0 3.61 49.2 5 2.0 2.5 5.5 2.31 130 -82 48 156 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 2479.7 20000.01 76.2 900.0 5.6 49.2 6 2.5 3.0 6.0 2.81 225 -91 134 225 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 5639.6 20000.0 155.0 900.0 6.7 49.2 7 3.0 3.5 6.0 2.81 357 -100 257 306 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 10797.5 20000.0 296.7 900.0 9.1 49.2 8 3.5 4.0 6.0 2.81 533 -109 424 400 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 17791.2 20000.0 488.9 900.0 11.9 49.2 9 4.0 4.5 7.0 3.81 759 -120 639 506 #3 @ 12" 0.110 0.375 0.002 0.209 0.930 19570.5 20000.0 453.21 900.0 11.1 49.2 101 4.51 5.0 7.01 3.81 1042 -1331 9091 625 #3 @ 6" 0.221 0.375 0.005 0.281 0.906 14283.9 20000.0 490.8 900.0 13.7 49.2 11 5.0 5.5 8.0 4.81 1386 -148 1239 756 #3 @ 6" 0.221 0.375 0.004 0.255 0.915 15279.4 20000.0 458.9 900.0 13.11 49.2 12 5.5 6.0 8.0 4.81 1800 -164 1636 900 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 13685.3 20000.0 520.2 900.0 15.6 49.2 13 6.0 6.5 8.0 4.81 2289 -195 2093 1056 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 17516.2 20000.0 665.8 900.0 18.3 49.2 14 6.5 7.0 9.0 5.81 2858 -259 2600 1225 #3 @ 4" 0.331 0.375 0.005 0.279 0.907 17860.8 20000.0 607.9 900.0 17.6 49.2 15 7.0 7.5 9.5 6.31 3516 -366 3149 1406 #3 @ 4" 0.331 0.375 0.0041 0.270 0.910 19852.5 20000.0 644.2 900.0 18.6 49.2 16 7.5 8.0 10.0 6.81 4267 -527 3739 16001#3 @ 3" 1 0.442 0.3751 0.005 0.295 0.9021 16532.7 20000.01 606.7 900.0 19.6 49.2 17 8.01 8.51 10.5 7.311 5118 -7561 4361 1806 #3 @ 3" 0.442 0.375 0.005 0.286 0.905 17907.4 20000.0 630.5 900.0 20.6 49.2 18 8.5 9.0 11.0 7.81 6075 -1077 4998 2025 #3 @ 3" 0.442 0.375 0.005 0.278 0.907 19154.5 20000.0M290000.00 21.6 49.2 19 9.0 9.5 12.0 8.81 7145 -1525 5620 2256 #3 @ 3" 0.442 0.375 0.004 0.264 0.912 18995.3 20000.0 21.3 49.2 20 9.5 10.0 12.5 9.31 8333 -2173 6160 2500 #3 @ 3- 0.442 0.375 0.004 0.258 0.914 19660.3 20000.0 22.4 49.2 21 10.0 10.5 13.0 9.81 9647 -3199 6448 2756 #3 @ 3" 0.442 0.375 0.004 0.253 0.916 19488.8 20000.0 23.4 49.2 22 10.5 11.0 13.0 9.81 11092 -6702 4390 3025 #3 @ 3" 0.442 0.375 0.004 0.253 0.916 13269.2 20000.0 25.71 49.2 Page 26 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool ' 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. inc. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS Z-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 11 - EXPANSIVE SOIL YSoa 50 pcf I H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5' 6 7 8 9 10 11 12 RM - Hi0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 35.94 37.50 37.50 40.63 43.75 46.88 50.00 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 35.9 0.50 0.38 0.23 0.23 0.23 0.24 37.50 20.86 7.88 7.88 7.88 8.62 -90.60 7 3.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 -99.98 8 4.0 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 -109.35 9 4.5 40.6 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.27 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 11.02 -120.38 10 5.0 43.8 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.27 0.29 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 11.02 12.76 -133.14 11 5.5 46.9 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.27 0.29 0.31 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 11.02 12.76 14.67 -147.81 12 6.0 50.0 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.27 0.29 0.31 0.33 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 11.02 12.76 14.67 16.67 -164.47 13 6.5 50.1 0.53 0.41 0.25 0.25 0.25 0.26 0.28 0.28 0.30 0.32 0.34 0.36 39.38 22.23 8.74 8.74 8.74 9.52 10.31 10.31 12.04 13.86 15.84 17.92 ... -195.19 14 7.0 52.6 0.60 0.48 0.33 0.33 0.33 0.34 0.35 0.35 0.37 0.39 0.41 0.43 45.08 26.38 11.35 11.35 11.35 12.25 13.16 13.16 15.13 17.18 19.41 21.72 ... -258.53 15 7.5 58.3 0.73 0.61 0.46 0.46 0.46 0.47 0.48 0.48 0.50 0.52 0.54 0.56 54.77 33.45 15.79 15.79 15.79 16.89 18.01 18.01 20.38 22.84 25.47 28.18 ... -366.34 16 8.0 62.9 0.92 0.80 0.65 0.65 0.65 0.66 0.67 0.67 0.69 0.71 0.73 0.75 68.81 43.68 22.23 22.23 22.23 23.62 25.03 25.03 27.98 31.02 34.24 37.54 ... -527.24 17 8.5 68.3 1.17 1.05 0.90 0.90 0.90 0.91 0.92 0.92 0.94 0.96 0.98 1.00 87.74 57.49 30.90 30.90 30.90 32.69 34.50 34.50 38.24 42.07 46.07 50.16 ... -756.38 18 9.0 75.2 1.50 1.38 1.23 1.23 1.23 1.24 1.25 1.25 1.27 1.29 1.31 1.33 112.50 75.54 42.25 42.25 42.25 44.55 46.87 46.87 51.65 56.51 61.55 66.67 ... -1076.65 19 9.5 83.9 1.93 1.81 1.66 1.66 1.66 1.67 1.68 1.68 1.70 1.72 1.74 1.76 144.70 99.02 57.01 57.01 57.01 59.98 62.97 62.97 69.09 75.29 81.67 88.13 ... -1525.22 20 10.0 96.5 2.50 2.38 2.23 2.23 2.23 2.24 2.25 2.25 2.27 2.29 2.31 2.33 187.50 130.23 76.63 76.63 76.63 80.49 84.37 84.37 92.27 100.26 108.42 116.67 ... -2173.24 21 10.5 118.8 3.32 3.20 3.05 3.05 3.05 3.06 3.07 3.07 3.09 3.11 3.13 3.15 249.04 175.10 104.83 104.83 104.83 109.98 115.15 115.15 125.61 136.16 146.88 157.69 .., -3199.29 22 11.0 540.3 5.50 5.38 5.23 5.23 5.23 5.24 5.25 5.25 5.27 5.29 5.31 5.33 412.50 294.29 179.75 179.75 179.75 188.30 196.88 196.88 214.15 231.51 249.05 266.67 -6701.73 04/14/2004 01:46:45 PM. Page 27 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Paso/, P.E. Phone: (714) 630-6100 RESISTING MOMENTS cont. �Z-6" R.B.B. WALL LOADED BY EARTH PRESSURE I . TABLE NO. 11 - EXPANSIVE SOIL ''son. 50 pc f _H1 1.0 ft RBB 2.5 ft R 5.0 ft Section - 13 14 15 16 17 18 19 20 21 22 RM Hi6.5 7.0 7.5 8.0 8.5 .9.0 9.5 10.0 10.5 11.0 -109.35 9 4.5 Weight 50.07 52.57 58.30 62.90 68.34 75.18 83.89 96.52 118.84 540.29 1 0.5 75.0 -37.50 2 1.0 54.7 -120.38 10 5.0 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -133.14 11 5.5 46.9 -81.99 6 3.0 35.9 -90.60 7 3.5 37.5 -147.81 12 6.0 50.0 -99.98 8 4.0 37.5 -109.35 9 4.5 40.6 -120.38 10 5.0 43.8 -133.14 11 5.5 46.9 -147.81 12 6.0 50.0 -164.47 13 6.5 50.1 0.35 ... 17.55 -195.19 14 7.0 52.6 0.43 0.37 ... 21.36 19.66 -258.53 15 7.5 58.3 0.56 0.50 0.46 ... 27.83 26.46 26.67 -366.34 16 8.0 62.9 0.74 0.69 0.64 0.52 ... 37.20 36.29 37.58 32.54 -527.24 17 8.5 68.3 1.00 0.94 0.90 0.77 0.59 ... 49.84 49.56 52.30 48.42 40.10 -756.38 18 9.0 75.2 1.33 1.27 1.23 1.10 0.92 0.67 ... 66.37 66.92 71.55 69.19 62.66 50.49 -1076.65 19 9.5 83.9 1.75 1.70 1.66 1.53 1.35 1.10 0.78 ... 87.87 89.49 96.58 96.19 92.00 82.76 65.49 -1525.22 20 10.0 96.5 2.33 2.27 2.23 2.10 1.92 1.67 1.35 0.94 ... 116.44 119.49 129.85 132.08 131.00 125.67 113.36 90.86 -2173.24 21 10.5 118.8 3.15 3.09 3.05 2.92 2.74 2.49 2.17 1.76 1.23 ... 157.53 162.62 177.69 183.70 187.08 187.35 182.20 170.06 145.78 -3199.29 22 11.0 540.3 5.33 5.27 5.23 5.10 4.92 4.67 4.35 3.94 ; 3.41 1.68 ... 266.67 277.20 304.76 320.78 336.04 351.20 365.04 380.41 404.79 905.37 -6701.73 Page 28 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY Z-6" R.B.B. TABLE NO. 11 - HIGHLY EXPANSIVE SOIL OR NO DECK Ysoa 62 pcf H 11.0 ft I RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t d in. in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib Vertical V Steel Ib As in z Ds in. p k j SOIL fs fseii psi psi fc psi fcaii psi V Veil psi psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8 #3 @ 12" 0.110 0.375 0.001 0.143 0.952 -468.6 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 10 -58 -48 31 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 -2466.0 20000.0 -75.8 900.0 1.1 49.2 3 1.0 1.5 5.5 2.31 35 -66 -31 70 #3 @ 12" 0.1101 0.375 0.004 0.259 0.914 -1601.0 20000.0 -49.2 900.0 2.5 49.2 4 1.5 2.0 5.5 2.31 83 -74 9 125 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 467.4 20000.0 14.4 900.0 4.5 49.2 5 2.0 2.5 5.5 2.31 163 -82 81 195 #3 @ 12" 0.110 0.375 0.004 0.259 0.914 4140.3 20000.0 127.2 900.0 7.0 49.2 6 2.5 3.0 6.0 2.81 281 -91 190 281 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 7981.1 20000.0 219.3 900.0 8.3 49.2 7 3.0 3.5 6.0 2.81 446 -100 346 382 #3 @ 12" 0.110 0.375 0.003 0.238 0.921 14515.7 20000.0 398.9 900.0 11.3 49.2 8 3.5 4.0 6.0 2.81 666 -109 556 499 #3 @ 6" 0.221 0.375 0.007 0.319 0.894 12020.6 20000.0 493.9 900.0 14.8 49.2 9 4.0 4.5 6.5 3.31 948 -120 828 6321#3 @ 6" 0.221 0.375 0.006 0.298 0.901 15079.5 20000.0 562.5 900.0 15.9 49.2 10 4.5 5.01 7.0 3.811 1300 -131 11691 780 #3 @ 6" 0.221 0.375 0.0051 0.281 0.906 18372.7 20000.0 631.31 900.0 17.0 49.2 11 5.0 5.5 7.5 4.31 1730 -145 1585 944 #3 @ 4" 0.331 0.375 0.006 0.316 0.8951 14878.5 20000.01 603.4 900.0 18.2 49.2 12 5.5 6.0 8.0 4.81 2246 -161 2086 1123 #3 @ 4" 0.331 0.375 0.006 0.302 0.899 17451.8 20000.0 663.4 900.0 19.4 49.2 13 6.0 6.5 8.5 5.31 2856 -192 2664 1318 #3 @ 3" 0.442 0.375 0.007 0.326 0.891 15280.6 20000.0 649.7 900.0 20.7 49.2 14 6.5 7.0 9.0 5.81 3567 -257 3310 1529 #3 @ 3" 0.442 0.375 0.006 0.314 0.895 17280.9 20000.0 696.4 900.0 21.9 49.2 15 7.0 7.5 9.5 6.31 4388 -364 4023 1755 #3 @ 3" 0.442 0.375 0.006 0.304 0.899 19263.2 20000.0 739.3 900.0 23.2 49.2 16 7.5 8.0 10.5 7.31 5325 -525 4800 1997 #3 @ 3" 0.442 0.375 0.005 0.286 0.905 19707.7 20000.0 693.9 900.01 22.8 49.2 17 8.01 8.5 10.5 7.251 6387 -756 56311 2254 #4 @ 4" 0.589 0.500 0.007 0.323 0.892 17730.4 20000.0 743.4 900.0 25.9 49.2 18 8.5 9.0 11.0 7.75 7582 -1078 6504 2527 #4 @ 4" 0.589 0.500 0.006 0.314 0.895 19096.71 20000.0 769.6 900.0 27.2 49.2 19 9.0 9.5 12.0 8.75 8917 -1527 7390 2816 #4 @ 4" 0.589 0.500 0.006 0.299 0.900 19109.9 20000.0 716.8 900.0 26.8 49.2 20 9.5 10.0 12.0 8.75 10400 -2176 8224 3120 #4 @ 3" 0.785 0.500 0.007 0.336 0.888 16172.7 20000.0 719.8 900.0 29.7 49.2 21 10.0 10.5 12.5 9.25 12039 -3202 8838 3440 #4 @ 3" 0.785 0.500 0.007 0.329 0.890 16394.1 20000.0 705.7 900.0 31.0 49.2 22 10.5 11.0 12.5 9.25 13842 -6652 7191 3775 #4 @ 3" 0.7851 0.500 0.007 0.329 0.890 13339.1 20000.01 574.2 900.0 34.0 49.2 04/14/2004 01:46:45 PM Page 29 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS 2'--6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 11 - HIGHLY EXPANSIVE SOIL OR NO DECK %rsoa 62 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 --- o- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 35.94 37.50 37.50 39.06 42.19 45.31 48.44 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 35.9 0.50 0.38 0.23 0.23 0.23 0.24 37.50 20.86 7.88 7.88 7.88 8.62 -90.60 7 3.5 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 -99.98 8 4.0 37.5 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 -109.35 9 4.5 39.1 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.26 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 10.18 -119.53 10 5.0 42.2 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.26 0.28 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 10.18 11.87 -131.40 11 5.5 45.3 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.26 0.28 0.30 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 10.18 11.87 13.69 -145.10 12 6.0 48.4 0.50 0.38 0.23 0.23 0.23 0.24 0.25 0.25 0.26 0.28 0.30 0.32 37.50 20.86 7.88 7.88 7.88 8.62 9.38 9.38 10.18 11.87 13.69 15.65 ,,. -160.74 13 6.5 51.4 0.53 0.41 0.25 0.25 0.25 0.26 0.28 0.28 0.29 0.31 0.33 0.35 39.38 22.23 8.74 8.74 8.74 9.52 10.31 10.31 11.16 12.93 14.83 16.86 ,., -192.24 14 7.0 54.7 0.60 0.48 0.33 0.33 0.33 0.34 0.35 0.35 0.36 0.38 0.40 0.42 45.08 26.38 11.35 11.35 11.35 12.25 13.16 13.16 14.12 16.13 18.27 20.54 ... -256.73 15 7.5 58.4 0.73 0.61 0.46 0.46 0.46 0.47 0.48 0.48 0.49 0.51 0.53 0.55 54.77 33.45 15.79 15.79 15.79 16.89 18.01 18.01 19.17 21.59 24.13 26.80 ... -364.29 16 8.0 63.3 0.92 0.80 0.65 0.65 0.65 0.66 0.67 0.67 0.68 0.70 0.72 0.74 68.81 43.68 22.23 22.23 22.23 23.62 25.03 25.03 26.48 29.48 32.61 35.87 .., -525.01 17 8.5 70.9 1.17 1.05 0.90 0.90 0.90 0.91 0.92 0.92 0.93 0.95 0.97 0.99 87.74 57.49 30.90 30.90 30.90 32.69 34.50 34.50 36.34 40.13 44.05 48.09 ,., -756.23 18 9.0 76.3 1.50 1.38 1.23 1.23 1.23 1.24 1.25 1.25 1.26 1.28 1.30 1.32 112.50 75.54 42.25 42.25 42.25 44.55. 46.87 46.87 49.24 54.06 59.01 64.08 ,.. -1077.94 19 9.5 83.9 1.93 1.81 1.66 1.66 1.66 1.67 1.68 1.68 1.69 1.71 1.73 1.75 144.70 99.02 57.01 57.01 57.01 59.98 62.97 62.97 66.01 72.17 78.46 84.88 .,. -1527.07 20 10.0 96.5 2.50 2.38 2.23 2.23 2.23 2.24 2.25 2.25 2.26 2.28 2.30 2.32 187.50 130.23 76.63 76.63 76.63 80.49 84.37 84.37 88.30 96.25 104.32 112.52 ... -2175.84 21 10.5 118.2 3.32 3.20 3.05 3.05 3.05 3.06 3.07 3.07 3.08 3.10 3.12 3.14 249.04 175.10 104.83 104.83 104.83 109.98 115.15 115.15 120.36 130.86 141.50 152.27 -3201.72 22 11.0 513.8 5.50 5.38 5.23 5.23 5.23 5.24 5.25 5.25 5.26 5.28 5.30 5.32 412.50 294.29 179.75 179.75 179.75 188.30 196.88 196.88 205.49 222.81 240.26 257.83 ... -6651.66 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. Page 30 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS cont. Z-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. 11 - HIGHLY EXPANSIVE SOIL OR NO DECK Ysoa 62 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft 34.4 Section y 13 14 15 16 17 18 19 20 21 22 RM H2( -► 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 1 1 Weight 51.44 54.66 58.42 63.27 70.87 76.28 83.89 96.52 118.19 513.82 6 3.0 1 0.5 75.0 -37.50 2 1.0 54.7 -90.60 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 04/14/2004 01:46:45 PM Page 31 of 67 WADetails\Calcs\100 NC .pdf -74.11 5 2.5 34.4 -81.99 6 3.0 35.9 -90.60 7 3.5 37.5 -99.98 8 4.0 37.5 -109.35 9 4.5 39.1 -119.53 10 5.0 42.2 -131.40 11 5.5 45.3 -145.10 12 6.0 48.4 -160.74 13 6.5 51.4 0.36 ... 18.50 -192.24 14 7.0 54.7 0.44 0.39 ... 22.40 21.18 -256.73 15 7.5 58.4 0.56 0.52 0.46 ... 29.05 28.24 26.78 -364.29 16 8.0 63.3 0.75 0.70 0.65 0.52 ... 38.68 38.47 37.71 32.87 -525.01 17 8.5 70.9 1.00 0.96 0.90 0.77 0.60 ... 51.66 52.27 52.46 48.85 42.76 -756.23 18 9.0 76.3 1.33 1.29 1.23 1.10 0.93 0.68 68.64 70.31 71.74 69.73 66.15 51.86 -1077.94 19 9.5 83.9 1.76 1.72 1.66 1.53 1.36 1.11 0.78 ... 90.72 93.78 96.82 96.89 96.57 84.61 65.49 -1527.07 20 10.0 96.5 2.33 2.29 2.23 2.10 1.93 1.68 1.35 0.94 ... 120.08 124.97 130.17 133.00 137.02 128.14 113.36 90.86 -2175.84 21 10.5 118.2 3.16 3.11 3.05 2.92 2.75 2.50 2.17 1.76 1.22 ... 162.28 169.82 178.10 184.91 195.17 190.74 182.20 170.06 144.54 -3201.72 22 11.0 513.8 5.33 5.29 5.23 5.10 4.93 4.68 4.35 3.94 3.40 1.66 ... 274.39 288.95 305.43 322.80 349.61 356.99 365.04 380.41 402.11 851.43 -6651.66 04/14/2004 01:46:45 PM Page 31 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS BUILDING SURCHARGE METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables Page 32 of 67 04/14/2004 01:46:47 PM WADetai1s\Ca1cs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. IIIc. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION f. : specific compressive strength of concrete (psi) we : weight of concrete (pcf) fc., = 0.45f. : allowable extreme fiber stress in compression for concrete (psi) CBC 2001 Sec. 1926.3.1(1) v. = 1.1 R. ; permissible shear stress carried by concrete (psi) CBC 2001 Sec. 1926.3.1(2) E� = 57000 f ; modulus of elasticity of concrete (psi) CBC 2001 Sec. 1908.5.1 f, = 40000 : specified yield strength of reinforcement (psi) fsa„ = 20000 [GRADE 40, 50], 24000 (GRADE 60] : permissible tensile strength in reinf. (psi) CBC 2001 Sec. 1926.3.2 ES = 29000000 : modulus of elasticity of reinforcement (psi) CBC 2001 Sec. 1908.5.2 IS equivalent fluid pressure of soil (pcf) n = ES : modular ratio of elasticity EC b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. CBC 2001 Sec. 1907.7.3.1 SEE CALCULATION METHODOLOGY. H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d = t - cover - (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) 1 OTMso, = 6 ys H2 : over -turning moment (ft -lbs) Vsoa = 2 YS HZ : shear (Ibs) MR : Moment Resisting (ft-Ibs) OTM,oad : over -turning moment due to additional vertical load (ft-Ibs) - SEE BOUSSINESQ ANALYSIS V,oad : shear due to additional vertical load (Ibs) - SEE BOUSSINESQ ANALYSIS MT = OTMso,L + OTM,oad + MR : Net Moment (ft-Ibs) VT = Vso,L + V,oad : Net Shear (lbs) As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) P = b A dd : ratio of tension reinforcement k= (pny+2pn—pn j=1-3 fs = A L : average stress in the steel (psi) s/ fc = k dM : maximum compressive stress at the top of the compressive zone (psi) V = b1 : design shear stress (psi) 04/14/2004 01:46:45 PM Page 33 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 2 -STORY BUILDING SURCHARGE LOAD METHODOLOGY X, =mH Z=nHL 6 HL H LINE LOAD QL for m<_0.4 _ 0.20•n•QL " 0.16+n2y - HL for m>0.4 1.28 M2•n•Q, 6" (mz + n2 )2 • HL PRESSURES FROM LINE LOAD QL BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS =mHL LINE LOAD QL Pi PZ P3 r1 P4 r2 r3 r� ps r� T- . Ps The overturning moment at any depth due to vertical surcharge loading is determined by calculating the area under the curve, in 6" increments (Pi), and multiplying times the vertical distance to the depth of interest (r). PA = Area(cri ... cri -1) area under curve between depth i and (i-1) MA = E(Pj xrj) sumation of forces times distances, or MA = (P1 xr1)+(P2xr2)+(P3xr3)+(P4xr4)+(P5xr5)+(P6xr6) ref: Dept of Naval Facilities Command: Foundations Earth Structures; Design Manual 7.02 Page 34 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue "engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 TYPICAL 2 STORY FOOTING SURCHARGE FOUNDATION PRESSURE: 1000 psf RESULTANT (Q) = 1000 plf Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. 04/14/2004 01:46:45 PM Page 35 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SECTION 13, NO R.8.8. Page 36 of 67 04/14/2004 01:46:47 PM W:\Detai1s\Ca1cs\100 NC .pdf FOOTING SURCHARGE - TABLE NO. 5 - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. f� = 2000 psi w, = 150 pcf fca„ = 0.451c = 900 psi FROM 2001 CBC Sec. 1926.3.1(1) v� = 1.1 f,' = 49.2 psi FROM 2001 CBC Sec. 1926.3.1(2) E. 57000 = 2549117 psi FROM 2001 CBC Sec. 1908.5.1 fy = 40000 psi fsaii = 20000 psi FROM 2001 CBC Sec.1926.3.2 Es = 2.9E+07 psi FROM 2001 CBC Sec. 1908.5.2 ys = 50 pcf n = Es/Er = 11.38 b = 12 in cover = 3 in FROM 2001 CBC Sec. 1907.7.3.1 H = 8.5 ft Try wall thickness t = 8.5 in at a depth of HZ = 6.5 ft Try vertical steel = #3 @ 3" D, = 0.375 in As = 0.442 in` d = t - cover - (DS/2) = 5.31 in OTMSOIL = 6 LH Z = 2289 ft -Ib Overturning moment due to earth pressure VsoiL = Ys Hz = 1056 Ib Shear due to earth pressure 2 Page 36 of 67 04/14/2004 01:46:47 PM W:\Detai1s\Ca1cs\100 NC .pdf P00' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. FOOTING SURCHARGE - TABLE NO. 5 - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. OTM,.ad = 1413 ft -Ib Overturning moment due to building surcharge MR = -658 ft -Ib MT = OTM,.j, + OTM1wd+ MR = 3044 ft -Ib Vioad = 478 Ib VT = Vs0;i + Vioad = 1535 Ib _ A p b d 0.007 k = (pn)Z +2pn - pn = 0.326 j=1-3 = 0.891 fs = AsTd = 17461.6 psi < l fc- jkbd2 = 742.4 psi < v=bd= 24.1 psi < Resisting moment due to weight of pool wall. (wall loaded by earth pressure and building surcharge) SEE POOL WALL SUMMARY Shear due to building surcharge 20000 psi OK 900 psi OK 49.2 psi OK 04/14/2004 01:46:45 PM Page 37 of 67 W:\Detai1s\Ca1cs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.8.8. RESISTING MOMENT METHODOLOGY FOOTING SURCHARGE-TABLE NO. 5- 3.00 FT. FROM WATER WALL LOADED BY EARTH PRESSURE AND 2-STORY BUILDING SURCHARGE A,= OS00 It' W,= 75.00 b M,= •112M Mb Ar 0.365 f12 W,= 54.69 b " .7556 04b A,= 0129 0' Wr 3439 b M,= 4215 flab A,= 0.229 fl' W.= 36.39 O M,= 4275 flab M= 0.229 f12 W,= 3638 b M,= 423 04b Ap 0.229 ft2 Wp 3639 b Mp 4225 Mb "0229 ft' WF 3438 b " 42.25 Mb Ar 0139 ft' W4= 3584 b M.= 4+.11 Mb A,- 0260"2 b M.= 463 04b A.= 0184 1t2 W.p 6255 b M,e 4788 84b A„= 0.312 ft2 W,r 4683 b M,p 46.47 flab Ad= 0365 ft' We 5182 b Md= 41.76 flab Ae 0385 ft' W,p 57.79 b me -32.07 04b RMA= K+M2+M3+M4- +4+Mio� t Page 38 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. TYPICAL BOUSSINESQ CALCS SECTION 13, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. XL= 3.0 ft H= 8.5 ft m= 0.40 YL = 1.0 ft HL= 7.5 ft QL = 1000 Ib Sec H1 ft H2 ft Z ft n CH psf PH Ib r ft Pxr ft -Ib 1 0.0 0.5 0.0 0.00 0.0 0.0 0.0 20.51.0 0.0 0.00 0.0 0.0 0.0 3 1.01 1.5 0.5 0.071 65.7 16.4 5.17 84.9 41.52.0 1.0 0.13 112.5 44.6 4.73 210.7 5 2.0 2.5 1.5 0.20 133.3 61.5 4.24 260.8 6 2.5 3.0 2.0 0.27 133.1 66.6 3.75 249.8 7 3.0 3.5 2.5 0.33 120.9 63.51 3.25 " 206.7 8 3.5 4.0 3.0 0.40 104.2 56.3 2.76 155.1 9 4.0 4.5 3.5 0.471 87.2 47.8 2.26 108.0 10 4.5 5.0 4.0 0.53 72.0 39.8 1.76 70.0 11 5.0 5.5 4.5 0.60 59.2 32.8 1.26 41.3 12 5.5 6.0 5.0 0.67 48.7 27.0 0.76 20.4 13 6.0 6.51 5.5 0.73 40.212211 0.26 5.7 OTM13= 1413.4 0.0- 1.0 2.0 3.0-- 4.0-- 5.0 .04.05.0 6.0- 7.0 0.0 50.0 100.0 150.0 GH FOOTING SURCHARGE - TABLE NO. 5 - 3.00 FT. FROM WATER X-r=mH, -c LIN E LOAD A, fnr m<0 4 Z=nHL 0.20•n•QL a H (0.16+n 2y HL H �-- L fnr m>Q 4 1.28 m2•n•QL 6H (m2 + n 2 y - HL PRESSURES FROM LINE LOAD QL BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS X� mHL LINE LOAD, QL P, P2 P3 P, PS r2ri rl r5P, The overturning moment at any depth due to vertical surcharge loading is determined by calculating the area under the curve, in 6" increments (PI), and multiplying times the vertical distance to the depth of interest (r). PA = Area(a;... a; 1) area under curve btwn depth i and (i-1) MA = E(P;xr;) sumation of forces times distances, or MA =(P1xrl)+(P2xr2)+(P3Xr3)+(P4Xr4)+(P5xr5)+(P6Xr6) ref: Dept of Naval Facilities Command: Foundations Earth Structures; Design Manual 7.02 04/14/2004 01:46:45 PM Page 39 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue ^ ' Ron'Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. FOOTING SURCHARGE -TABLE NO. 5- 3.00 FT. FROM WATER %Ysoa 50 p I H 8.5 ft I RBB 0.0 ft I R 5.0 ft Section H1 H2 ft. ft. t in. d in. c in. SOIL OTM V ft -Ib Ib LOADS OTM V ft -Ib Ib SOIL+LOADS MR MT ft -Ib ft -Ib Vertical Steel Ib As int Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -36 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 5.5 2.31 2.13 8 25 0 0 -58 -50 25 #3 @ 12" 0.110 0.375 31 1.0 1.51 5.51 2.31 2.13 28 56 3 16 -66 -35 731#3 @ 12" 0.110 0.375 4 1.5 2.0 5.5 2.31 2.13 67 100 21 61 -74 14 161 #3 @ 12" 0.110 0.375 5 2.0 2.5 5.5 2.31 2.13 130 156 67 122 -82 115 279 #3 @ 12" 0.110 0.375 6 2.5 3.0 5.5 2.31 2.13 225 225 144 189 -90 280 414 #3 @ 12" 0.110 0.375 7 3.0 3.5 5.5 2.31 2.13 357 306 255 253 -98 515 559 #3 @ 6" 0.221 0.375 8 3.5 4.0 6.0 2.81 2.63 533 400 396 309 -114 815 7091#3 @ 6" 0.221 0.375 9 4.0 4.5 6.5 3.31 3.13 759 506 563 357 151 1171 863 #3 @ 4" 0.331 0.375 10 4.5 5.0 7.0 3.81 3.63 1042 625 751 397 215 1578 1022 #3 @ 4" 0.331 0.375 11 5.0 5.5 7.5 4.31 4.13 1386 756 958 429 313 2032 1186 #3 @ 4" 0.331 0.375 12 5.5 6.0 8.0 4.81 4.63 1800 900 1180 456 -455 2525 1356 #3 @ 3" 0.442 0.375 13 6.0 6.5 8.5 5.31 5.13 2289 1056 1413 478 -658 3044 1535 #3 @ 3" 0.442 0.375 14 6.5 7.0 9.0 5.81 5.63 2858 1225 1657 497 -947 35681 17221#3 @ 3" 0.442 0.375 151 7.0 7.5 9.5 6.31 6.13 3516 1406 1910 512 -1374 4052 19181#3 @ 3" 0.442 0.375 16 7.5 8.0 10.0 6.81 6.63 4267 1600 2169 525 -2060 4376 21251#3 @ 3" 0.442 0.375 17 8.0 8.5 10.0 6.81 6.631 51181 18061 2434 536 -4418 3134 23421#3 @ 3" 0.442 0.375 Section H1 ft. H2 ft. t in. d in. c in. p k j SOIL+LOADS fs f.." fc psi psi psi fcaii psi psi psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 2.13 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 3 1.0 1.51 5.51 2.31 2.13 0.004 0.259 0.914 -1818.8 20000.0 -55.9 900.0 2.6 49.2 4 1.5 2.0 5.5 2.31 2.13 0.004 0.259 0.914 703.4 20000.0 21.6 900.01 5.8 49.2 5 2.0 2.5 5.5 2.31 2.13 0.004 0.259 0.914 5902.0 20000.0 181.4 900.0 10.0 49.2 6 2.5 3.0 5.5 2.31 2.13 0.004 0.259 0.914 14376.7 20000.0 441.8 900.0 14.9 49.2 7 3.0 3.5 5.5 2.31 2.13 0.008 0.345 0.885 13658.9 20000.0 631.1 900.0 20.1 49.2 3.5 4.0 6.0 2.81 2.63 0.007 0.319 0.894 17605.6 20000.0 723.4 900.0 21.0 49.2 4.0 4.5 6.5 3.31 3.13 0.008 0.351 0.883 14494.9 20000.0 688.7 900.0 21.7 49.2 4.5 5.0 7.0 3.81 3.63 0.007 0.332 0.889 16853.1 20000.0 735.7 900.0 22.3 49.2 k10 5.0 5.5 7.5 4.31 4.13 0.006 0.316 0.895 19070.0 20000.0 773.4 900.0 22.9 49.2 5.5 6.0 8.0 4.81 4.63 0.008 0.339 0.887 16065.8 20000.0 724.8 900.0 23.5 49.2 6.0 6.5 8.5 5.31 5.13 0.007 0.326 0.891 17461.6 20000.0 742.4 900.0 24.1 49.2 14 6.5 7.0 9.0 5.81 5.63 0.006 0.314 0.895 18626.2 20000.01 750.6 900.0 24.7 49.2 15 7.0 7.5 9.5 6.31 6.13 0.006 0.304 0.899 19399.0 20000.0 744.5 900.0 25.3 49.2 16 7.5 8.0 10.0 6.81 6.63 0.005 0.295 0.902 19347.7 20000.0 710.01 900.01 26.0 49.2 17 8.0 8.5 10.0 6.81 6.63 0.005 0.295 0.902 13857.4 20000.0 508.51 900.01 28.61 49.2 Page 40 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf Poo' -'1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 3.00 FT. FROM WATER Ysoa 50 p I H 8.5 ft R88 0.0 ft R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 35.84 39.04 42.65 46.83 51.82 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 35.8 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.26 39.38 22.23 8.74 8.74 8.74 8.74 8.74 9.16 -114.46 9 4.5 39.0 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.33 0.29 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.88 11.15 -151.24 10 5.0 42.7 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.46 0.41 0.35 54.77 33.45 15.79 15.79 15.79 15.79 15.79 16.52 16.20 15.05 -214.96 11 5.5 46.8 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.65 0.60 0.54 0.41 68.81 43.68 22.23 22.23 22.23 22.23 22.23 23.23 23.50 23.03 19.19 -312.57 12 6.0 51.8 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.90 0.85 0.79 0.66 0.48 87.74 57.49 30.90 30.90 30.90 30.90 30.90 32.27 33.36 33.80 31.01 24.65... -454.85 13 6.5 57.8 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.23 1.18 1.12 0.99 0.81 112.50 75.54 42.25 42.25 42.25 42.25 42.25 44.11 46.25 47.88 46.47 41.76... -657.84 14 7.0 64.9 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.66 1.61 1.55 1.42 1.24 144.70 99.02 57.01 57.01 57.01 57.01 57.01 59.49 63.01 66.19 66.58 64.00... -947.48 15 7.5 75.7 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.23 2.18 2.12 1.99 1.81 187.50 130.23 76.63 76.63 76.63 76.63 76.63 79.95 85.29 90.53 93.31 93.57.,, -1373.75 16 8.0 93.2 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.05 3.01 2.94 2.81 2.63 249.04 175.10 104.83 104.83 104.83 104.83 104.83 109.36 117.32 125.53 131.74 136.09... -2059.60 17 8.5 384.0 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.23 5.18 5.12 4.99 4.81 412.50 294.29 179.75 179.75 179.75 179.75 179.75 187.47 202.41 218.48 233.81 249.02 ... 4417.69 04/14/2004 01:46:45 PM Page 41 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. Ronlacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 3.00 FT. FROM WATER Y3OIL 50 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section -► 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 Weight 57.79 64.92 75.75 93.23 384.04 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 35.8 -114.46 9 4.5 39.0 -151.24 10 5.0 42.7 -214.96 11 5.5 46.8 -312.57 12 6.0 51.8 -454.85 13 6.5 57.8 0.55 ... 32.07 -657.84 14 7.0 64.9 0.98 0.66 ... 56.88 42.58 -947.48 15 7.5 75.7 1.55 1.23 0.80 ... 89.86 79.63 60.75 -1373.75 16 8.0 93.2 2.38 2.05 1.62 1.05 ... 137.28 132.90 122.90 98.17 -2059.60 17 8.5 384.0 4.55 4.23 3.80 3.23 1.55 ... 263.23 274.39 287.99 301.35 593.97 -4417.69 Page 42 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron -Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 BOUSSINESQ RESULTS NO R.B.B. FOOTING SURCHARGE - TABLE NO. 5 - 3.00 FT. FROM WATER XL= 3.0 ft H= 8.5 ft m= 0.40 X =mH LINE LOAD YL = 1.0 ft K = 7.5 ft QL= 1000 Ib QL Sec H1 ft. H2 ft. Z ft. n 6H psf PH Ib VLonD Ib OTMionD Ib _ 1 2 0.0 0.5 0.5 1.0 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.0 _ 0.0 0.0 0.0 0.0 3 1.0 1.5 0.5 0.07 65.7 16.4 16.4 2.7 4 1.5 2.0 1.0 0.13 112.5 44.6 61.0 21.1 5 2.0 2.5 1.5 0.20 133.3 61.5 122.5 66.6 6 2.5 3.0 2.0 0.27 133.1 66.6 189.1 ' 144.4 7 3.0 3.5 2.5 0.33 120.9 63.5 252.6 255.1 8 3.5 4.0 3.0 0.40 104.2 56.3 308.9 395.8 9 4.0 4.5 3.5 0.47 87.2 47.8 356.7 562.6 10 4.5 5.0 4.0 0.53 72.0 39.8 396.5 751.2 11i. 12 5.0 5.5 5.5 6.0 4.5 5.0 0.60 0.67 _59.2 48.7 32.8 27.0 429.3 456.3 957.9 1179.5 13 6.0 6.5 5.5 0.73 40.222.2 478.5 1413.4 14 6.5 7.0 6.0 0.80 33.3 18.4 496.8 1657.3 157.0 ............................... 16 17 7.5 8.0 7.5 - - 8.0 8.5 6.5 -.-- 7.0 7.5 0.87 --....... ..................... 0.93 1.00 27.8 23.4 19.8 15.3 ....... _...... 12.8 10.8 512.1 .................... _. 524.9 535.7 1909.7 .... _.................... _...... 2169.0 2434.3 04/14/2004 01:46:45 PM Page 43 of 67 W:\Details\Calcs\100 NC .pdf for rt,60.4 Z=nHLV(0' 0.20-n-Q, " 0.16+n'y •HL HL m>0.4 28 - m' n QL ' + n' y • HL PRESSURES FROM LINE LOAD OL BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS 04/14/2004 01:46:45 PM Page 43 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. FOOTING SURCHARGE -TABLE NO. 5-4.00 FT. FROM WATER Ysoa 50 pcf H 8.5 ft R88 0.0 ft I R 5.0 ft Section H1 ft. H2 ft. t in. d in. c in. SOIL OTM V ft -Ib Ib LOADS OTM V ft -Ib Ib SOIL+LOADS MR MT ft -Ib ft -Ib VT Ib Vertical Steel As int Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -36 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 5.5 2.31 2.131 8 25 0 0 -58 -50 25 #3 @ 12" 0.110 0.375 31 1.0 1.51 5.5 2.31 2.13 28 56 21 10 -66 -36 66 #3 @ 12" 0.110 0.375 4 1.5 2.0 5.5 2.31 2.13 67 100 13 37 -74 5 137 #3 @ 12" 0.110 0.375 5 2.0 2.5 5.5 2.31 2.13 130 156 41 78 -82 89 234 #3 @ 12" 0.110 0.375 6 2.5 3.0 5.5 2.31 2.13 225 225 92 127 -90 227 352 #3 @ 12" 0.110 0.375 7 3.0 3.5 5.5 2.31 2.13 357 306 168 178 -98 428 484 #3 @ 6" 0.221 0.375 8 3.5 4.0 5.5 2.31 2.13 533 400 270 228 -1141 689 628 #3 @ 6" 0.221 0.375 91 4.0 4.5 6.0 2.81 2.63 7591 506 3961 275 -149 1006 782 #3 @ 4" 0.331 0.375 10 4.5 5.0 6.5 3.31 3.13 1042 625 544 318 -210 1376 943 #3 @ 4" 0.331 0.375 11 5.0 5.5 7.0 3.81 3.63 1386 756 713 355 -304 1795 11121#3 @ 4" 0.331 0.375 12 5.5 6.0 7.5 4.311 4.13 1800 900 899 388 -441 2258 1288 #3 @ 3" 0.4421 0.375 13 6.0 6.51 8.0 4.81 4.63 2289 1056 1100 417 -636 2753 1473 #3 @ 3" 0.442 0.375 14 6.5 7.0 8.5 5.31 5.13 2858 1225 1315 441 -9141 3259 1666 #3 @ 3" 0.442 0.375 15 7.0 7.5 7.5 8.0 5.63 3516 1406 1541 462 -1323 3734 1869 #3 @ 3" 0.442 0.375 E16 7.5 8.0E9U.56.31 8.5 9.5 6.13 4267 1600 1777 481 -1981 4063 2081 #3 @ 3" 0.442 0.375 17 8.0 8.5 6.13 51181 1806 20211 496 X228 29101 23031#3 @ 3" 0.442 0.375 Section H1 ft. H2 ft. t in. d in. c in. P k 1 SOIL+LOADS fs f.." fc psi psi psi fce„ psi v psi ve„ psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 2.13 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 3 1.0 1.51 5.51 2.31 2.13 0.004 0.259 0.914 -1876.6 20000.0 -57.7 900.0 2.4 49.2 4 1.5 2.01 5.51 2.31 2.13 0.004 0.259 0.914 267.61 20000.0 8.2 900.0 4.9 49.2 5 2.0 2.5 5.5 2.31 2.13 0.004 0.259 0.914 4585.4 20000.0 140.9 900.0 8.4 49.2 6 2.5 3.0 5.5 2.31 2.131 0.0041 0.259 0.914 11672.0 20000.0 358.7 900.0 12.7 49.2 7 3.0 3.5 5.5 2.31 2.131 0.0081 0.345 0.885 11345.9 20000.0 524.3 900.0 17.5 49.2 81 3.5 4.0 5.5 2.31 2.13 0.008 0.345 0.885 18291.9 20000.0 845.21 900.0 22.61 49.2 9 4.0 4.5 6.0 2.81 2.63 0.010 0.374 0.8751 14804.3 20000.01 777.3 900.0 23.2 49.2 10 4.5 5.01 6.51 3.31 3.13 0.008 0.351 0.883 17036.9 20000.0 809.5 900.0 23.7 49.2 11 5.0 5.5 7.0 3.81 3.63 0.007 0.332 0.889 19176.6 20000.0 837.1 900.0 24.3 49.2 12 5.5 6.0 7.5 4.31 4.13 0.009 0.354 0.882 16127.5 20000.0 777.4 900.0 24.9 49.2 13 6.0 6.5 8.0 4.81 4.631 0.0081 0.339 0.887 17519.2 20000.0 790.3 900.01 25.5 49.2 14 6.5 7.0 8.5 5.31 5.13 0.007 0.326 0.891 18696.21 20000.0 794.9 900.0 26.1 49.2 15 7.0 7.5 9.0 5.81 5.63 0.006 0.314 0.895 19489.7 20000.0 785.4 900.0 26.8 49.2 16 7.5 8.0 9.5 6.31 6.13 0.006 0.304 0.899 19452.6 20000.0 746.6 900.0 27.5 49.2 17 8.0 8.5 9.5 6.31 6.13 0.006 0.304 0.899 13935.3 20000.0 534.8 900.0 30.4 49.2 Page 44 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 InC. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 4.00 FT. FROM WATER Ysoa 50 pc f H - 8.5. ft RBB 0.0 ft R 5.0 ft Section ---a. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -+ 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 1 Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 35.93 3950 43.61 48.50 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 35.9 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.32 0.27 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 9.53 -148.83 10 5.0 39.5 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 0.33 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 14.18 13.11 -210.02 11 5.5 43.6 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.58 0.52 0.39 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 20.90 20.50 16.93 -303.93 12 6.0 48.5 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.77 0.64 0.45 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 29.97 30.47 27.94 21.99... -440.80 13 6.5 54.3 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.10 0.97 0.78 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 41.83 43.50 42.34 38.00... -635.87 14 7.0 61.3 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.53 1.40 1.21 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 57.26 60.46 61.06 58.82... -914.00 15 7.5 71.8 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.10 1.97 1.78 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 77.76 83.00 85.95 86.50 ... -1322.96 16 8.0 88.8 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.92 2.79 2.60 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 107.25 115.41 121.74 126.30... -1980.69 17 8.5 359.7 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.10 4.97 4.78 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 185.56 201.49 216.80 232.00 ... -4228.38 04/14/2004 01:46:45 PM Page 45 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 4.00 FT. FROM WATER YSOIL 50 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section -i 13 14 15 16 17 RM H2- 6.5 7.0 7.5 8.0 8.5 ♦ Weight 54.29 61.26 71.79 88.81 359.74 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 35.9 -148.83 10 5.0 39.5 -210.02 11 5.5 43.6 -303.93 12 6.0 48.5 -440.80 13 6.5 54.3 0.53 28.85 -635.87 14 7.0 61.3 0.96 0.63 ... 52.15 38.66 -914.00 15 7.5 71.8 1.53 1.20 0.78 ... 83.13 73.62 55.65 -1322.96 16 8.0 88.8 2.35 2.02 1.60 1.02 ... 127.68 123.89 114.55 90.84 -1980.69 17 8.5 359.7 4.53 4.20 3.78 3.20 1.52 ... 245.99 257.40 271.01 284.39 548.43 4228.38 Page 46 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool ' 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 BOUSSINESQ. RESULTS XL = 4.0 ft H = 8.5 ft m = 0.53 YL = 1.0 ft Fi. = 7.5 ft QL= 1000 Ib Sec H1 ft. FQ I ft. Z ft. n IIiI psf PH Ib VL.. Ib OTtA.. Ib 1 2 0:00`50.00.00 0.5 1.0 0.0 0.00 0:0 0.0 0.0 0.0 0.0 0.0 _ 0.0 0.0 3 1.0 1.5 0.5 0.07 38.8 9.7 9.7 1.6 4 1.5 2.0 1.0 0.13 70.9 27.4 37.1 12.6 52.0 2.5 1.5 0.20 92.2 40.8 77.9 40.9 6 2.5 3.0 2.0 0.27 102.4 48.7 126.5 91.8 7 3.0 3.5 2.5 0.33 103.4 51.5 178.0 168.0 8 3.5 4.0 3.0 0.40 98.3 50.4 228.4 269.7 9 4.0 4.5 3.5 0.47 89.8 47.0 275.5 395.8 104.55.04.00.53 80.042.5 317.9 544.4 - 11 5.0 5.5 4.5 0.60 70.1 37.5 355.4 712.9 12 5.5 6.0 5.0 0.67 60.9 32.8 388.2 _136.06.55.50.73 52.728.4 416.61100.4 _899.0 14 6.5 7.0 6.0 0.80 24.5 441.1 1315.0 15 16 17 7.0 7.5 8.0 7.5 8.0 8.5 6.5 7.0 7.5 0.87 0.93 1.00 _45.4 39.2 33.9 29.4 21.2 18.3 15.8 462.3 480.6 496.4 1540.9 1776.8 2021.1 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. MUM FOOTING SURCHARGE - TABLE NO. 5 - 4.00 FT. FROM WATER LINE LOAD QL I for rr50.4 Z=nHL _ 0.20-n-QL 0.16+n')' aH6" -HL HL for m>0.4 1.28 -ml -n-Q, v" _ (m'+n2y -HL PRESSURES FROM LINE LOAD Q BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS 0.0 1.0 2.0 3.0 ty 4.0 = 5.0 6.0 7.0 8.0 9.0 0.0 50.0 100.0 150.0 OH 04/14/2004 01:46:45 PM Page 47 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. FOOTING SURCHARGE -TABLE NO. 5- 5.00 FT. FROM WATER YSOIL 50 pcf I H 8.5 ft I R88 0.0 ft R 5.0 ft Section H1 H2 ft. ft. t in. d in. c in. SOIL OTM V ft -Ib Ib LOADS 0 V ft -Ib Ib SOIL+LOADS MR MT ft -Ib ft -Ib Vertical VT Steel Ib As int Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -36 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 5.5 2.31 2.13 8 25 0 0 -58 -50 25 #3 @ 12" 0.110 0.375 3 1.0 1.5 5.5 2.31 2.13 28 56 1 6 -66 -37 63 #3 @ 12" 0.110 0.375 4 1.5 2.0 5.5 2.31 2.13 67 100 8 24 -74 1 124 #3 @ 12" 0.110 0.375 5 H7 2.0 2.5 5.5 2.31 2.13 130 156 27 52 -82 75 209 #3 @ 12" 0.110 0.375 6 2.5 3.0 5.5 2.31 2.13 225 225 62 88 -90 197 313 #3 @ 12" 0.110 0.375 0.259 3.0 3.5 5.5 2.31 2.13 357 306 115 127 -98 375 433 #3 @ 12" 0.110 0.375 8 3.5 4.0 5.5 2.31 2.13 533 400 189 168 -114 609 5681#3 @ 6" 0.221 0.375 91 4.0 4.5 6.01 2.81 2.63 759 506 284 209 -1491 894 715 #3 @ 6" 0.221 0.375 10 4.5 5.0 6.5 3.31 3.13 10421 625 3981 248 -2101 1230 873 #3 @ 4" 0.331 0.375 11 5.0 5.5 7.0 3.81 3.63 1386 756 532 285 304 1614 1041 #3 @ 4" 0.331 0.375 12 5.5 6.0 7.5 4.31 4.13 1800 900 683 319 -441 2042 1219 #3 @ 3" 0.442 0.375 13 6.0 6.5 7.5 4.31 4.13 2289 1056 850 349 -636 2503 1405 #3 @ 3" 0.442 0.375 14 6.5 7.0 8.0 4.81 4.63 2858 1225 1031 376 -911 2979 16011#3 @ 3" 0.442 0.375 15 7.0 7.5 8.5 5.31 5.13 3516 1406 1226 401 -1313 3428 1807 #3 @ 3" 0.442 0.375 16 7.5 8.0 9.0 5.81 5.63 4267 1600 1432 423 -1958 3740 2023 #3 @ 3" 0.442 0.375 17 8.0 8.5 9.0 5.81 5.631 51181 18061 16481 4421 4137 2628 22481#3 @ 3" 0.4421 0.375 Section H1 ft. H2 ft. t in. d in. c in. p k j SOIL+LOADS fs fseii fc psi psi psi fceii psi v psi veli psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 2.13 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 31 1.0 1.51 5.51 2.31 2.13 0.004 0.259 0.914 -1905.9 20000.0 -58.6 900.0 2.3 49.2 4 1.5 2.0 5.5 2.31 2.13 0.004 0.259 0.914 41.3 20000.0 1.3 900.0 4.5 49.2 5 2.0 2.5 5.5 2.31 2.13 0.004 0.259 0.914 3872.0 20000.0 119.0 900.0 7.5 49.2 6 2.5 3.0 5.5 2.31 2.13 0.004 0.259 0.914 10128.2 20000.0 311.2 900.0 11.3 49.2 7 3.0 3.5 5.5 2.31 2.13 0.004 0.259 0.914 19279.1 20000.0 592.4 900.0 15.6 49.2 8 3.5 4.0 5.5 2.31 2.13 0.008 0.345 0.885 16155.7 20000.0 746.51 900.0 20.5 49.2 91 4.0 4.51 6.01 2.81 2.63 0.007 0.319 0.8941 19323.0 20000.01 794.0 900.0 21.2 49.2 10 4.5 5.0 6.5 3.31 3.13 0.008 0.351 0.883 15226.5 20000.0 723.5 900.0 22.0 49.2 11 5.0 5.5 7.0 3.81 3.63 0.007 0.332 0.889 17240.7 20000.0 752.6 900.0 22.8 49.2 12 5.5 6.0 7.5 4.31 4.131 0.0091 0.354 0.882 14582.8 20000.0 703.0 900.0 23.5 49.2 13 6.0 6.5 7.5 4.31 4.13 0.009 0.354 0.882 17873.0 20000.0 861.6 900.01 27.2 49.2 14 6.5 7.0 8.0 4.81 4.63 0.008 0.339 0.887 18954.9 20000.0 855.1 900.0 27.7 49.2 15 7.0 7.51 8.51 5.31 5.13 0.007 0.326 0.891 19664.1 20000.0 836.0 900.0 28.3 49.2 161 7.5 8.01 9.0 5.81 5.63 0.006 0.314 0.895 19523.71 20000.01 786.8 900.0 29.0 49.2 171 8.0 8.51 9.01 5.81 5.63 0.006 0.3141 0.8951 13720.11 20000.01 552.9 900.0 32.2 49.2 Page 48 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 5.00 FT. FROM WATER Ysoa 50 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section ---m. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 ♦ + Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 35.93 39.50 43.61 48.50 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 35.9 0.60 0.48 0.33 0.33 _0.33 0.33 0.33 0.32 0.27 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 9.53 -148.83 10 5.0 39.5 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 0.33 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 14.18 13.11 -210.02 11 5.5 43.6 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.58 0.52 0.39 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 20.90 20.50 16.93 -303.93 12 6.0 48.5 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.77 0.64 0.45 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 29.97 30.47 27.94 21.99... -440.80 13 6.5 54.1 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.10 0.97 0.78 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 41.83 43.50 42.34 38.00... -635.70 14 7.0 58.5 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.53 1.40 1.21 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 57.26 60.46 61.06 58.82... -910.95 15 7.5 67.8 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.10 1.97 1.78 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 77.76 83.00 85.95 86.50... -1313.29 16 8.0 84.4 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.92 2.79 2.60 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 107.25 115.41 121.74 126.30... -1958.18 17 8.5 335.9 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.10 4.97 4.78 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 185.56 201.49 216.80 232.00... 4137.18 04/14/2004 01:46:45 PM Page 49 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 ItIC. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. " Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 5.00 FT. FROM WATER YsoIL 50 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Section ---p- 13 14 15 16 17 RM H2- 6.5 7.0 7.5 8.0 8.5 j Weight 54.07 58.49 67.81 84.35 335.90 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 35.9 -148.83 10 5.0 39.5 -210.02 11 5.5 43.6 -303.93 12 6.0 48.5 -440.80 13 6.5 54.1 0.53 ... 28.67 -635.70 14 7.0 58.5 0.96 0.61 ... 51.88 35.89 -910.95 15 7.5 67.8 1.53 1.18 0.75 ... 82.74 69.27 50.73 -1313.29 16 8.0 84.4 2.35 2.00 1.57 0.99 ... 127.10 117.26 106.37 83.71 -1958.18 17 8.5 335.9 4.53 4.18 3.75 3.17 1.50 ... 244.93 244.74 254.15 267.55 504.65 -4137.18 Page 50 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 BOUSSINESQ RESULTS )(L= 5.0 ft H = 8.5 ft m = 0.67 YL = 1.0 ft Fl = 7.5 ft QL = 1000 Ib Sec H1 ft. H2 ft. Z ft. n � psf PH Ib V. Ib OTh&. Ib 1 2 0.0 0.5 0.5 1.0 0.0 0.0 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 1.0 1.5 0.5 0.07 25.1 6.3 6.3 1.0 4 1.5 2.0 1.0 0.13 47.3 18.1 24.4 8.2 5 2.0 2.5 1.5 0.20 64.6 28.0 52.4 27.1 6'2.5 3.0 2.0 0.27 76.1 35.2 87.6 61.8 7 3.0 3.5 2.5 0.33 81.9 39.5 127.1 115.4 8 3.5 4.0 3.0 0.40 83.0 41.2 168.3 189.2 9 4.0 4.5 3.5 0.47 80.7 40.9 209.2 283.6 10 4.5 5.0 4.0 0.53 76.1 39.2 248.5 398.1 11 5.0 5.5 4.5 0.60 70.3 36.6 285.1 531.6 12 5.5 6.0 5.0 0.67 64.0 33.6 318.7 682.7 13 6.0 6.5 5.5 0.73 57.7 30.4 349.1 849.8 14 6.5 7.0 6.06 .80g 1.6 27-3 376.4 1031.3 15 16 .......--..... 17 7.0 _ 7.5 --- 8.018.5 7.5 .__.._........._......._........- 8.0 ........ 6.5 7.0 - 7.5 0.87 0.93 ---..._ 1.00 46.0 40.9 .. - -- 36.4 24.4 21.7 .._........_.. 19.3 400.8 422.5 ......................-........................... 441.8 1225.7 ........ ............. 1431.6 1647.8 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. FOOTING SURCHARGE - TABLE NO. 5 - 5.00 FT. FROM WATER XL-mHL LINE LOAD QL for m �D.4 JILL0.20-n-QL (0.16+n'Y•HL for m>0.4 1.28•m'-n-QL (m' + n' y • HL PRESSURES FROM LINE LOAD QL BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS 0.0 1.0 2.0 3.0 a 4.0 = 5.0 6.0 7.0 8.0 9.0 0.0 50.0 6N 100.0 04/14/2004 01:46:45 PM Page 51 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron'Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. FOOTING SURCHARGE -TABLE NO. 5- 6.00 FT. FROM WATER YsOa 50 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Section H1 ft. H2 ft. t in. d in. c in. SOIL OTM V ft -Ib Ib LOADS OTM V ft -Ib Ib SOIL+LOADS MR MT ft -Ib ft -Ib VT Ib Vertical Steel As in Ds in. 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -36 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 5.5 2.31 2.13 8 25 0 0 -58 -50 25 #3 @ 12" 0.110 0.375 31 1.0 1.5 5.5 2.31 2.13 28 56 1 4 -66 -37 611#3 @ 12" 0.110 0.375 4 1.5 2.0 5.5 2.31 2.13 67 100 6 17 -74 -2 117 #3 @ 12" 0.110 0.375 5 2.0 2.5 5.5 2.311 2.13 130 156 19 37 -82 67 194 #3 @ 12" 0.110 0.375 6 2.5 3.01 5.51 2.31 2.13 2251 225 44 64 -90 179 289 #3 @ 12" 0.110 0.375 7 3.0 3.51 5.5 2.31 2.13 357 306 83 94 -98 343 400 #3 @ 12" 0.110 0.375 8 3.5 4.0 5.5 2.31 2.13 533 400 139 127 -114 5581 527 #3 @ 6" 1 0.221 0.375 9 4.0 4.5 6.0 2.81 2.63 759 506 211 162 149 822 668 #3 @ 6" 0.221 0.375 10 4.5 5.0 6.0 2.81 2.63 1042 625 301 196 209 1133 821 #3 @ 4" 0.331 0.375 11 5.0 5.5 6.5 3.31 3.13 1386 756 407 230 301 1492 986 #3 @ 4" 0.331 0.375 12 5.5 6.0 7.0 3.81 3.63 1800 900 530 261 -435 1895 1161 #3 @ 3" 0.442 0.375 13 6.0 6.5 7.5 4.31 4.13 2289 1056 668 291 -624 2333 1348 #3 @ 3" 0.442 0.375 14 6.5 7.0 8.0 4.81 4.63 2858 1225 821 319 -893 2786 1544 #3 @ 3" 0.442 0.375 15 7.0 7.5 8.5 5.31 5.13 3516 1406 987 345 -1289 3214 1751 #3 @ 3" 0.442 0.375 16 7.5 8.0 8.5 5.31 5.13 4267 1600 1165 368 -1924 3508 1968 #3 @ 3" 0.442 0.375 17 8.0 8.5 8.5 5.31 5.13 5118 1806 1354 389 -4046 2426 2196 #3 @ 3" 0.442 1 0.375 Section H1 ft. H2 ft. t in. d in. c in. p k j SOIL+LOADS is fsei� fc psi psi psi fceii psi v psi ve„ psi 1 0.0 0.5 12.0 8.81 8.63 0.0011 0.143 0.952 -472.0 20000.0 -6.9 900.0 0.1 49.2 2 0.5 1.0 5.5 2.31 2.13 0.004 0.259 0.914 -2572.3 20000.0 -79.0 900.0 0.9 49.2 3 1.0 1.51 5.51 2.31 2.13 0.004 0.259 0.914 -1922.1 20000.0 -59.1 900.0 2.2 49.2 4 1.5 2.0 5.5 2.31 2.13 0.004 0.259 0.914 -85.2 20000.0 -2.6 900.0 4.2 49.2 5 2.0 2.5 5.5 2.31 2.13 0.004 0.259 0.914 3464.5 20000.0 106.5 900.0 7.0 49.2 6 2.5 3.0 5.5 2.31 2.13 0.004 0.259 0.914 9221.6 20000.0 283.4 900.0 10.4 49.2 7 3.0 3.5 5.5 2.31 2.131 0.004 0.259 0.914 17640.3 20000.0 542.1 900.0 14.4 49.2 81 3.5 4.0 5.5 2.31 2.13 0.0081 0.345 0.885 14818.4 20000.0 684.7 900.0 19.01 49.2 9 4.0 4.51 6.01 2.81 2.63 0.0071 0.319 0.894 17754.6 20000.0 729.6 900.0 19.8 49.2 10 4.5 5.0 6.0 2.81 2.63 0.0101 0.374 0.875 16662.7 20000.0 874.9 900.0 24.3 49.2 11 5.0 5.5 6.5 3.31 3.13 0.008 0.351 0.883 18476.0 20000.0 877.9 900.0 24.8 49.2 12 5.5 6.0 7.0 3.81 3.63 0.010 0.372 0.876 15411.9 20000.0 801.0 900.0 25.4 49.2 13 6.0 6.5 7.5 4.31 4.13 0.009 0.354 0.8821 16660.0 20000.01 803.1 900.01 26.0 49.2 14 6.5 7.0 8.0 4.81 4.63 0.008 0.339 0.887 17727.3 20000.0 799.7 900.0 26.7 49.2 15 7.0 7.51 8.51 5.31 5.13 0.007 0.326 0.891 18434.0 20000.0 783.7 900.0 27.5 49.2 16 7.5 8.0 8.5 5.31 5.131 0.0071 0.326 0.891 19998.2 20000.0 855.5 900.0 30.9 49.2 17 8.0 8.51 8.5 5.311 5.131 0.0071 0.326 0.891 13916.1 20000.0 591.6 900.0 34.4 49.2 Page 52 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf 1201 N. Tustin Avenue "k Anaheim, CA 92807 FFax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS Ron Lacher, P.E.gineering Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 6.00 FT. FROM WATER 7s0a 50 pcf H 8.5 ft I R88 0.0 ft R 5.0 ft Section ---s. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 54.69 34.38 34.38 34.38 34.38 34.38 34.43 35.93 38.57 40.53 45.15 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 54.7 0.50 0.38 37.50 20.86 -58.36 3 1.5 34.4 0.50 0.38 0.23 37.50 20.86 7.88 -66.23 4 2.0 34.4 0.50 0.38 0.23 0.23 37.50 20.86 7.88 7.88 -74.11 5 2.5 34.4 0.50 0.38 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 -81.99 6 3.0 34.4 0.50 0.38 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 -89.87 7 3.5 34.4 0.50 0.38 0.23 0.23 0.23 0.23 0.23 37.50 20.86 7.88 7.88 7.88 7.88 7.88 -97.74 8 4.0 34.4 0.53 0.41 0.25 0.25 0.25 0.25 0.25 0.25 39.38 22.23 8.74 8.74 8.74 8.74 8.74 8.48 -113.78 9 4.5 35.9 0.60 0.48 0.33 0.33 0.33 0.33 0.33 0.32 0.27 45.08 26.38 11.35 11.35 11.35 11.35 11.35 11.09 9.53 -148.83 10 5.0 38.6 0.73 0.61 0.46 0.46 0.46 0.46 0.46 0.45 0.39 0.33 54.77 33.45 15.79 15.79 15.79 15.79 15.79 15.54 14.18 12.58 -209.50 11 5.5 40.5 0.92 0.80 0.65 0.65 0.65 0.65 0.65 0.64 0.58 0.51 0.37 68.81 43.68 22.23 22.23 22.23 22.23 22.23 21.98 20.90 19.80 14.90 -301.21 12 6.0 45.1 1.17 1.05 0.90 0.90 0.90 0.90 0.90 0.89 0.83 0.77 0.62 0.43 87.74 57.49 30.90 30.90 30.90 30.90 30.90 30.68 29.97 29.54 25.13 19.45... -434.52 13 6.5 50.3 1.50 1.38 1.23 1.23 1.23 1.23 1.23 1.22 1.16 1.10 0.95 0.76 112.50 75.54 42.25 42.25 42.25 42.25 42.25 42.04 41.83 42.27 38.51 34.36 ... -623.80 14 7.0 57.6 1.93 1.81 1.66 1.66 1.66 1.66 1.66 1.65 1.59 1.53 1.38 1.19 144.70 99.02 57.01 57.01 57.01 57.01 57.01 56.82 57.26 58.83 55.90 53.74... -893.32 15 7.5 67.8 2.50 2.38 2.23 2.23 2.23 2.23 2.23 2.22 2.16 2.10 1.95 1.76 187.50 130.23 76.63 76.63 76.63 76.63 76.63 76.47 77.76 80.85 79.03 79.51 ... -1288.80 16 8.0 84.4 3.32 3.20 3.05 3.05 3.05 3.05 3.05 3.04 2.98 2.92 2.77 2.58 249.04 175.10 104.83 104.83 104.83 104.83 104.83 104.72 107.25 112.50 112.29 116.55... -1923.81 17 8.5 316.1 5.50 5.38 5.23 5.23 5.23 5.23 5.23 5.22 5.16 5.10 4.95 4.76 412.50 294.29 179.75 179.75 179.75 179.75 179.75 179.75 185.56 196.57 200.61 214.95 ... -4046.15 04/14/2004 01:46:45 PM Page 53 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. " ' + Ron 'Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) TABLE NO. 5 - 6.00 FT. FROM WATER YSOIL 50 pc f H 8.5 ft R88 0.0 ft R 5.0 ft Section ---p- 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 Weight 50.31 57.59 67.81 84.35 316.12 1 0.5 75.0 -37.50 2 1.0 54.7 -58.36 3 1.5 34.4 -66.23 4 2.0 34.4 -74.11 5 2.5 34.4 -81.99 6 3.0 34.4 -89.87 7 3.5 34.4 -97.74 8 4.0 34.4 -113.78 9 4.5 35.9 -148.83 10 5.0 38.6 -209.50 11 5.5 40.5 -301.21 12 6.0 45.1 -434.52 13 6.5 50.3 0.51 ... 25.49 -623.80 14 7.0 57.6 0.94 0.61 ... 47.08 34.92 -893.32 15 7.5 67.8 1.51 1.18 0.75 ... 75.79 67.78 50.73 -1288.80 16 8.0 84.4 2.33 2.00 1.57 0.99 ... 117.07 115.04 106.37 83.71 -1923.81 17 8.5 316.1 4.51 4.18 3.75 3.17 1.50 ... 226.72 240.54 254.15 267.55 474.19 -4046.15 Page 54 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool' 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. inC. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 BOUSSINESQ RESULTS NO R.B.B. FOOTING SURCHARGE - TABLE NO. 5 - 6.00 FT. FROM WATER XL= 6.0 ft H = 8.5 ft m = 0.80 X� mHL LINE LOAD YL = 1.0 ft HL = 7.5 ft QL = 1000 Ib Q H1 H2 Z 6H PH Sec ft. ft. ft. n psf Ib VLOAD QTMLOAD Ib Ib 1 0.010.510.0 0.00 0.0 0.0 0.0 0.0 2 0.5 1.0 0.0 0.00 0.0 0.0 0.0 0.0 3 1.0 1.5 0.5 0.07 17.5 4.4 4.4 0.7 4 1.5 2.0 1.0 0.13 33.7 12.8 17.2 5.8 5 2.0 2.5 1.5 0.20 47.2 20.2 37.4 19.2 6 2.5 3.0 2.0 0.27 57.6 26.2 63.6 44.2 7 3.0. 3.5. 2.5 0.33 64.5 30.5 94.2 83.5 8 3.5 4.0 3.0 0.40 68.3 33.2 127.4 138.8 9 4.0 4.5 3.5.0.47 69.3.34.4. 161.7 211.0 10 4.5 5.0 4.0 0.53 68.2 34.4 196.1 300.5 11 5.0 5.5 4.5 0.60 65.5 33.4 229.5 407.0 12 5.5 6.0 5.0 0.67 61.9 31.9 261.4 529.8 13 6.0 6.5.5.5 0.73 57.7 29.9 291.3 668.0 14 5 7.0 6.0 0.80 53.3 27.8 319.1 820.7 15 7.0 7.5 6.5 0.87 48.9 25.6 344.6 986.8 167.58.07.00.9344.623.4 368.0 1165.0 17 8.0 8.5 7.5 1.00 40.6 21.3 389.3 1354.4 for m!cOA Z=nHL _ 0.20 - n - Q, 6N 6H0.16+n2y - H, HL _ 2 aH 1.28+my -H, PRESSURES FROM LINE LOAD QL BOUSSINESQ EQUATION MODIFIED BY TERZAGI TO REFLECT TEST RESULTS 04/14/2004 01:46:45 PM Page 55 of 67 W:\Details\Calcs\100 NC .pdf. pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS SHALLOWIDEEP END RAMP METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables Page 56 of 67 04/14/2004 01:46:47 PM WADetai1s\Ca1cs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION f. : specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fc. = 0.45f. : allowable extreme fiber stress in compression for concrete (psi) CBC 2001 Sec. 1926.3.1 (1) vc = 1.1 f : permissible shear stress carried by concrete (psi) CBC 2001 Sec. 1926.3.1(2) Ec = 57000 fc ; modulus of elasticity of concrete (psi) CBC 2001 Sec. 1908.5.1 fy = 40000 : specified yield strength of reinforcement (psi) fSaii = 20000 [GRADE 40, 50], 24000 [GRADE 60] : permissible tensile strength in reinf. (psi) CBC 2001 Sec. 1926.3.2 ES = 29000000 : modulus of elasticity of reinforcement (psi) CBC 2001 Sec. 1908.5.2 IS equivalent fluid pressure of soil (pcf) n = Es : modular ratio of elasticity ' c b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. CBC 2001 Sec. 1907.7.3.1 SEE CALCULATION METHODOLOGY. H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d, = t - dZ : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist earth pressure and additional load due to vertical surcharge d2 = cover + (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist water pressure H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) HW : water depth (ft) OTM = 6 yH2'.w : over -turning moment (ft -lbs) V = 2 ,y OTM : shear (lbs) MR : Moment Resisting (ft -lbs) MT = OTM + MR : Net Moment (ft -lbs) VT = V : Net Shear (lbs) As : area of nonprestressed tension reinforcement (int) Ds : Diameter of reinforcement (in) A : ratio of tension reinforcement P bd k = (pnf +2pn — pn j = 1 3 fs = A rd : average stress in the steel (psi) sl fc = k bd2 : maximum compressive stress at the top of the compressive zone (psi) v= bd : design shear stress (psi) 04/14/2004 01:46:45 PM Page 57 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE & STANDARD PLAN SURCHARGE MOMENTS LOAD DIAGRAM DUE TO EARTH PRESSURE Page 58 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE 04/14/2004 01:46:45 PM Page 59 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS Ron'Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SECTION 10, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. f,' = 2000 psi (A, = 150 pcf fca„ = 0.45f, = 900 psi FROM 2001 CBC Sec. 1926.3.1(1) 49.2 psi FROM 2001 CBC Sec. 1926.3.1(2) E,= 570004f:' = 2549117 psi FROM 2001 CBC Sec. 1908.5.1 fy = 40000 psi fsaii = 20000 psi FROM 2001 CBC Sec.1926.3.2 ES = 2.9E+07 psi FROM 2001 CBC Sec. 1908.5.2 ys = 45 pcf yW = 0 pcf n = Es/E, = 11.38 b = 12 in cover = 3 in FROM 2001 CBC Sec. 1907.7.3.1 H = 8.5 ft Try wall thickness t = 10.5 in at a depth of HZ = 5.0 ft Try vertical_ steel = #3 @ 6" Ds = 0.375 in As = 0.221 in` dl = t - d2 = 3.00 in dZ = cover + (Ds/2) 7.50 in OTMsoIL = 6 ys HZ = 938 ft -Ib Overturning moment due to earth pressure VT = Vsoa = 2 ys H2 = 563 Ib Shear due to earth pressure Page 60 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SAMPLE CALCULATIONS (CONT.) • SECTION 10, NO R.B.B. Demonstrating methodology used to calculate results shown in summary tables. MR = -473 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMso;i + MR = 464 ft -lb SEE POOL WALL SUMMARY A p b d 0.006 k = (pnf +2pn - pn = 0.310 j=1-3 = 0.897 fs = MT = 9377.2 psi < 20000 psi OK As id, fc - k b T 370.8 psi < 900 psi OK v = bd = 15.6 psi < 49.2 psi OK OTMiiira1., = 6 yw Hw = -1300 ft -Ib Overturning moment due to water pressure VT = V.,e, = 2 yW HW = -780 Ib Shear due to water pressure MR = 165 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMWate, + MR = -1135 ft -Ib SEE POOL WALL SUMMARY A p bd 0.002 k = (pny +2pn - pn = 0.210 j=1-3 = 0.930 fs = Mr = 8837.0 psi < Asldz fc - J 2M, b , = 206.5 psi < V bd 8.7 psi < z 20000 psi OK 900 psi OK 49.2 psi OK 04/14/2004 01:46:45 PM Page 61 of 67 VVADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE A,= 0.500 f? W,= 75.00 lb M,= -54.77 ft -Ib A,= 0.490 f? W, 73.44 lb Mi= -52.87 ft -Ib A,= 0.479 fe W3= 71.88 Ib M3= -50.99 ft -Ib A.= 0.479 fl2 W.= 71.88 Ib M.= -50.99 ft -Ib A,= 0.469 fe Ws= 70.31 Ib M5= 49.16 ft -Ib A,= 0.458 fe W.= 68.75 Ib Ma= -07.34 ftab A,= 0.458 ftp WT 68.75 Ib M,= -07.34 ft -Ib A.= 0.450 ft W.= 67.52 lb M.= 45.39 ft -Ib Ap= 0.442 ft2 W.= 66.33 lb Ma= -39.34 ft -Ib A,a= 0.450 ftp W,a= 67.47 Ib Ke -35.03 ft -Ib A„= 0.000 W W„= 0.00 lb M„= 0.00 ft -Ib A,2= 0.000 ft, W,z= 0.00 Ib M„= 0.00 ft -Ib Au= 0.000 ft' W,,,= 0.00 Ib M"= 0.00 ft -Ib RMA= Ml+M2+M3+A +Ms+Ml, Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. SECTION 10, NO R.B.B. Page 62 of 67 04/14/2004 01:46:47 PM WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 SOIL Fax: (714) 630-6114 Vertical As Steel int Phone: (714) 630-6100 POOL WALL SUMMARY Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. YS, 45 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Sec H1 ft. H2 t ft. in. d1 d2 in. in. SOIL WATER Vertical As Steel int Ds in. OTM MR ft -Ib ft -Ib MT ft -Ib V Ib OTM ft -Ib MR ft -Ib MT I ft -Ib V Ib 1 0.0 0.5 12.0 9.00 3.00 1 -38 -37 6 -1 38 36 -8 #3 @ 12" 0.110 0.375 2 0.5 1.0 11.5 3.00 8.50 8 -73 -66 23 -10 69 58 -31 #3 @ 12" 0.110 0.375 31 1.01 1.51 11.5 3.00 8.50 25 -108 -83 51 -35 103 68 -70 #3 @ 12" 0.110 0.375 4 1.5 2.0 11.5 3.00 8.50 60 -142 -82 90 -83 138 54 125 #3 @ 12" 0.110 0.375 5 2.0 2.5 11.0 3.00 8.00 117 -175 -58 141 -163 157 -6 -195 #3 @ 12" 0.110 0.375 6 2.5 3.0 11.0 3.00 8.00 203 -207 4 203 -281 188 -92 -281 #3 @ 12" 0.110 0.375 7 3.0 3.5 11.0 3.00 8.00 322 -238 83 276 -446 220 -226 -382 #3 @ 12" 0.110 0.375 8 3.5 4.0 10.5 3.00 7.50 480 -282 198 360 -666 220 -446 -499 #3 @ 6" 0.221 0.375 9 4.0 4.5 10.5 3.00 7.501 683 -356 3271 456 -9481 208 -740 -632 #3 @ 6" 0.221 0.375 10 4.5 5.0 10.5 261.3 12.7 938 -473 464 563 -1300 165 -1135 -780 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.0 --1007.50 3.00 7.00 1248 643 605 681 -1730 68 -1662 944 #3 @ 6" 0.221 0.375 12 5.5 6.0 10.0 3.00 7.00 1620 879 741 810 -2246 89 -2336 -1123 #3 @ 6" 0.221 0.375 Sec ft1 H2 ft. t in. SOIL WATER P k fs 1 psi fseo psi fc v psi psi P k 1 fs fseu psi psi fc psi v psi 1 0.0 0.5 12.0 0.001 0.141 0.953 -463.2 20000.0 -6.7 0.1 0.003 0.232 0.923 1420.7 20000.0 37.6 0.2 2 0.5 1.0 11.5 0.003 0.232 0.923 -2588.7 20000.0 -68.6 0.6 0.001 0.145 0.952 784.3 20000.0 11.7 0.3 3 1.0 1.5 11.5 0.003 0.232 0.923 -3241.2 20000.0 -85.9 1.4 0.001 0.145 0.952 915.2 20000.0 13.7 0.7 4 1.5 2.0 11.5 0.003 0.232 0.923 -3231.5 20000.0 -85.6 2.5 0.001 0.145 0.952 731.7 20000.0 10.9 1.2 5 2.0 2.5 11.0 0.003 0.232 0.923 -2280.9 20000.0 -60.4 3.9 0.001 0.149 0.950 78.8 20000.0 1.2 2.0 6 2.5 3.0 11.0 0.003 0.232 0.923 -169.3 20000.0 -4.5 5.6 0.001 0.149 0.950 1319.2 20000.0 20.3 2.9 7 3.0 3.5 11.0 0.003 0.232 0.923 3266.8 20000.0 86.5 7.7 0.001 0.149 0.950 3228.5 20000.0 49.8 4.0 8 3.51 4.01 10.5 0.0061 0.310 0.8971 3991.3 20000.0 157.8 10.0 0.002 0.210 0.930 3471.6 20000.01 81.1 5.5 9 4.0 4.5 10.5 0.006 0.310 0.897 6608.3 20000.01 261.3 12.7 0.002 0.210 0.930 5760.8 20000.0 134.6 7.0 10 4.51 5.01 10.5 0.006 0.310 0.897 9377.2 20000.0 370.8 15.61 0.002 0.210 0.930 8837.0 20000.0 206.5 8.7 11 5.0 5.51 10.0 0.006 0.310 0.897 12214.1 20000.0 483.0 18.9 0.003 0.217 0.928 13903.2 20000.0 337.7 11.2 12 5.5 6.01 10.0 0.006 0.310 0.897 14967.9 20000.0 591.9 22.5 0.003 0.217 0.928 19535.7 20000.0 474.51 13.4 04/14/2004 01:46:45 PM Page 63 of 67 W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE YsoiL 45 pc f H 8.5 ft R88 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM F12 1 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 i Weight 75.00 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.05 69.46 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 73.4 0.50 0.49 37.50 35.96 -73.46 3 1.5 71.9 0.50 0.49 0.48 37.50 35.96 34.44 -107.90 4 2.0 71.9 0.50 0.49 0.48 0.48 37.50 35.96 34.44 34.44 -142.34 5 2.5 70.3 0.50 0.49 0.48 0.48 0.47 37.50 35.96 34.44 34.44 32.96 -175.30 6 3.0 68.8 0.50 0.49 0.48 0.48 0.47 0.46 37.50 35.96 34.44 34.44 32.96 31.51 -206.81 7 3.5 68.8 0.50 0.49 0.48 0.48 0.47 0.46 0.46 37.50 35.96 34.44 34.44 32.96 31.51 31.51 -238.32 8 4.0 67.5 0.53 0.51 0.50 0.50 0.49 0.48 0.48 0.47 39.38 37.80 36.24 36.24 34.73 33.23 33.23 31.53 -282.38 9 4.5 66.3 0.60 0.59 0.58 0.58 0.57 0.56 0.56 0.54 0.46 45.08 43.38 41.70 41.70 40.07 38.46 38.46 36.66 30.76 -356.25 10 5.0 67.5 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.67 0.59 0.52 54.77 52.87 50.99 50.99 49.16 47.34 47.34 45.39 39.34 35.03 473.22 11 5.5 69.1 0.92 0.91 0.90 0.90 0.89 0.88 0.88 0.86 0.78 0.71 0.56 68.81 66.61 64.44 64.44 62.31 60.21 60.21 58.02 51.75 47.65 38.62 -643.08 12 6.0 69.5 1.17 1.16 1.15 1.15 1.14 1.13 1.13 1.11 1.03 0.96 0.81 0.60 87.74 85.15 82.59 82.59 80.06 77.56 77.56 75.07 68.49 64.69 56.05 41.36... -878.92 13 6.5 72.7 1.50 1.49 1.48 1.48 1.47 1.46 1.46 1.44 1.36 1.29 1.14 0.93 112.50 109.40 106.32 106.32 103.28 100.26 100.26 97.36 90.39 86.96 78.85 64.29 ... -1203.87 14 7.0 77.4 1.93 1.92 1.91 1.91 1.90 1.89 1.89 1.87 1.79 1.72 1.57 1.35 144.70 140.92 137.17 137.17 133.46 129.77 129.77 126.34 118.86 115.93 108.49 94.11 .,. -1652.92 15 7.5 85.8 2.50 2.49 2.48 2.48 2.47 2.46 2.46 2.44 2.36 2.29 2.14 1.93 187.50 182.83 178.19 178.19 173.59 169.01 169.01 164.87 156.72 154.43 147.90 133.76 ,.. -2292.66 16 8.0 100.7 3.32 3.31 3.30 3.30 3.29 3.28 3.28 3.26 3.18 3.11 2.96 2.75 249.04 243.09 237.17 237.17 231.28 225.42 225.42 220.28 211.14 209.80 204.56 190.76 ... -3286.65 17 8.5 389.0 5.50 5.49 5.48 5.48 5.47 5.46 5.46 5.44 5.36 5.29 5.14 4.93 412.50 403.15 393.82 393.82 384.53 375.26 375.26 367.43 355.70 356.85 355.06 342.15 ... -6460.85 Page 64 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE YSOIL 45 pc f H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 13 14 15 16 17 RM F12 -► 6.5 7.0 7.5 8.0 8.5 1 + Weight 72.72 77.38 85.82 100.68 388.97 1 0.5 75.0 -37.50 2 1.0 73.4 -73.46 3 1.5 71.9 -107.90 4 2.0 71.9 -142.34 5 2.5 70.3 -175.30 6 3.0 68.8 -206.81 7 3.5 68.8 -238.32 8 4.0 67.5 -282.38 9 4.5 66.3 -356.25 10 5.0 67.5 473.22 11 5.5 69.1 -643.08 12 6.0 69.5 -878.92 13 6.5 72.7 0.66 ... 47.70 -1203.87 14 7.0 77.4 1.09 0.74 ... 78.91 57.31 -1652.92 15 7.5 85.8 1.66 1.31 0.87 ... 120.42 101.47 74.77 -2292.66 16 8.0 100.7 2.48 2.13 1.69 1.11 ... 180.08 164.97 145.19 111.27 -3286.65 17 8.5 389.0 4.66 4.31 3.87 3.28 1.57 ... 338.57 333.62 332.24 330.70 610.20 -6460.85 04/14/2004 01:46:45 PM Page 65 of 67 WADetails\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue Ron "Lacher, P.E. engineering Anaheim, CA 92807 Aaron Cowen, P.E. Fax: (714) 630-6114 Dawn Pasol, P.E. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY WATER PRESSURE YSOIL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section y 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 ---s. 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.05 69.46 1 0.5 75.0 0.50 37.50 37.50 2 1.0 73.4 0.46 0.47 34.38 34.42 68.79 3 1.5 71.9 0.46 0.47 0.48 34.38 34.42 34.44 103.23 4 2.0 71.9 0.46 0.47 0.48 0.48 34.38 34.42 34.44 34.44 137.67 5 2.5 70.3 0.42 0.43 0.44 0.44 0.45 31.25 31.36 31.45 31.45 31.49 156.99 6 3.0 68.8 0.42 0.43 0.44 0.44 0.45 0.46 31.25 31.36 31.45 31.45 31.49 31.51 188.50 7 3.5 68.8 0.42 0.43 0.44 0.44 0.45 0.46 0.46 31.25 31.36 31.45 31.45 31.49 31.51 31.51 220.01 8 4.0 67.5 0.36 0.37 0.38 0.38 0.39 0.40 0.40 0.42 27.00 27.19 27.37 27.37 27.50 27.61 27.61 28.23 219.88 9 4.5 66.3 0.29 0.30 0.31 0.31 0.32 0.33 0.33 0.35 0.43 21.70 22.00 22.29 22.29 22.53 22.75 22.75 23.45 28.29 208.06 10 5.0 67.5 0.18 0.19 0.20 0.20 0.21 0.22 0.22 0.24 0.32 0.39 13.52 14.00 14.46 14.46 14.87 15.26 15.26 16.10 21.06 26.41 165.39 11 5.5 69.1 0.01 0.02 0.03 0.03 0.04 0.05 0.05 0.06 0.14 0.22 0.36 0.43 1.18 1.91 1.91 2.59 3.26 3.26 4.31 9.49 14.64 25.13 68.10 12 6.0 69.5 -0.23 -0.22 -0.21 -0.21 -0.20 -0.19 -0.19 -0.17 -0.09 -0.02 0.13 0.34 -17.22 -16.10 -15.00 -15.00 -13.95 -12.92 -12.92 -11.57 -6.12 -1.24 8.88 23.95 -89.19 13 6.5 72.7 -0.50 -0.49 -0.48 -0.48 -0.47 -0.46 -0.46 -0.44 -0.36 -0.29 -0.14 0.08 -37.29 -35.76 -34.24 -34.24 -32.77 -31.32 -31.32 -29.65 -23.88 -19.30 -9.60 5.36 ... -288.78 14 7.0 77.4 -0.83 -0.82 -0.81 -0.81 -0.80 -0.79 -0.79 -0.78 -0.70 -0.62 -0.48 -0.26 -62.50 -60.44 -58.40 -58.40 -56.40 -54.43 -54.43 -52.34 -46.17 -41.98 -32.81 -17.99 -568.00 15 7.5 85.8 -1.25 -1.24 -1.23 -1.23 -1.22 -1.21 -1.21 -1.20 -1.12 -1.04 -0.90 -0.68 -94.06 -91.34 -88.64 -88.64 -85.99 -83.35 -83.35 -80.75 -74.08 -70.37 -61.87 -47.21 -952.36 16 8.0 100.7 -1.79 -1.78 -1.77 -1.77 -1.76 -1.75 -1.75 -1.73 -1.65 -1.58 -1.43 -1.21 -134.11 -130.56 -127.03 -127.03 -123.54 -120.07 -120.07 -116.81 -109.50 -106.40 -98.75 -84.31 .,, -1483.87 17 8.5 389.0 -2.50 -2.49 -2.47 -2.47 -2.46 -2.45 -2.45 -2.44 -2.36 -2.28 -2.14 -1.92 -187.15 -182.49 -177.86 -177.86 -173.26 -168.69 -168.69 -164.56 -156.41 -154.12 -147.58 -133.44 .,. -1757.36 Page 66 of 67 04/14/2004 01:46:47 PM W:\Details\Calcs\100 NC .pdf pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 Ron Lacher, P.E. Aaron Cowen, P.E. Dawn Pasol, P.E. RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY WATER PRESSURE rsoa 45 pc f H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 13 14 15 16 17 RM FQ Do 6.5 7.0 7.5 8.0 8.5 t i Weight 72.72 77.38 85.82 100.68 388.97 1 0.5 75.0 37.50 2 1.0 73.4 68.79 3 1.5 71.9 103.23 4 2.0 71.9 137.67 5 2.5 70.3 156.99 6 3.0 68.8 188.50 7 3.5 68.8 220.01 8 4.0 67.5 219.88 9 4.5 66.3 208.06 10 5.0 67.5 165.39 11 5.5 69.1 68.10 12 6.0 69.5 -89.19 13 6.5 72.7 0.35 ... 25.22 -288.78 14 7.0 77.4 0.01 0.36 ... 0.78 27.50 -568.00 15 7.5 85.8 -0.41 -0.07 0.37 -29.81 -5.06 32.16 -952.36 16 8.0 100.7 -0.94 -0.60 -0.16 0.43 -68.65 -46.39 -13.67 43.02 -1483.87 17 8.5 389.0 -1.65 -1.31 -0.87 -0.28 1.44 -120.08 -101.11 -74.37 -28.19 558.52 -1757.36 04/14/2004 01:46:45 PM W:\Details\Calcs\100 NC .pdf Page 67 of 67 SITE PLAN REVIEW APPLICATION Date: AP# Oy7-6 10 073 Permit Number (if applicable) 0 7 — gf ys APPLICANT INFORMATION Parcel Size: ` Owners Name: Owners Address: y�J SS leal CO- 9S17 Telephone No.: Situs Address: S 3+F Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory AO� ❑ 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): n o� _ e'e .4- D..;4�5 , ❑ Single Family Remodel ❑ Commercial Remodel F I % 1 ❑ Industrial Remodel ❑ Well NC. DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 0✓1 IM Approved IN Conditionally Approved ❑ Resolve Problems Prior to Approval Sit 'lan Stamped Approved Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) AVIA 0 ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: Flood Panel No.:GDel7 Index Date: w2ffldto ❑ 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: 6P -he. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street .20 , 5_1 /D DSL. S.D.0 (ti Rears-► C1 301 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: ? s- , Standard Fees l 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 F❑ 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: Map Date of Recording: %3 0 0 12, Lot: & % ❑ Use Permit/Minor Use Permit Permit Number: Book: I q 9 Date of Approval: Page: 30 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El Page 4 of 5 C x x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 1, 2004 Bill McGuire 4023 Spyglass Road Chico, CA 95973 Subject: Building Permit — 04-3145 (Pool) The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is located has very little potential for erosion. Through working with our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required Prior to permit issuance: • If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ely, A Q ana Adler Assistant Planner OWVERS STR7V46-AI7- 47E0.VEN X. SLA/USTER AS OIVA/ER CO THE CA,(/O SNOWA/ //EREOA/ AND M/O Vquey TITLE 4A/0 ESCROW COMPAA/Y AS RECOTEE [/-DER AAE a--EZLS OF TRUST /M40,00ell !/A/,OER RA7ERs s6e-1 Alz,4�s %-3396/, S}9 -•40-.,C,4 99-SI?y9 461a 9p';AV4*eE6y $7A7E 7M7- kve 4RE THE ONLY PEW,VS WHOSE LONSE,Vr /S ,V6eE5$Sv ey TD PASS CL64/e 7-/77:6 7O 59/O 44vo ANO WE GOA/SEM7a THE PR6PARAT/ON OF rN/S A24P. WE NERE•BY OFFF_/P FOR OED/LAT/OA/ FO,e SPEC/F/C P"RPo5E6 riVE FOG40W/A/6,: / 41,&4/57,9 LAA/-- -4-- SPYgdASS rO ,0 70 T//E eaY,'VTy 01"/7TE /A/ FEE S/MJYE Fo/gALL /Y/BL/C U6E5- 2. PuBG/C SE,eVx'EEA561A�yV75�PSE�ALOV6 57,PEET F,PVA/TACE5 OFALL LOTS Fo,Q.El6LTR/GAC�TECEpNOA.��PCRBLETELEI/LS/OA/, Cw'fS�4/•'9TER,AA/O .�k/FR,4C.E /3'iepo5E5. 9. STORM O,Pq/A/AG6 E,4SE,taE,vTs /A, LOTS 49, 55, 56.AN0 G/ �R THE BEA//F/T OF ,BUTTE COU,vey 4 • RE1JA/OU/Sf HENT OF .•)BUTTERS R/6NT5 OF ACG655 ALOA/6 44,7uAfAl ~A ,OR/VE F,eONTA6E OF LOTS 46, 56, 57-4A/0 6Z 70 Bu7Te 60ZWv -y. STEP A/ SCNUSTER M/O ✓ALLE T/TLE ,q A/o E1CR W y B: AM, BAR LOYy rirLE: ,cc �rtrs/dc7rr- ACKA/OWLE,O6ME/VT STATE OF C:AL/FOR.V/A COU,V7y OF $U7YE oA/ DtL. 14, 1'119 6EFORE ME krwu�w u1A(k+ll _ NoP4 . PE,2SONAG' y APP6q e60 STEPHEA/ T. USTE pE HALL �/ KNOWN TO ME OR PR0t4--0 TO ME OA/ r,YE .Ml SIS OF S4T/SFAC7oXY EV/OE,VCB TO AiE Ts/E AA WHOSE AO "M6 16 SUA45CR/,BEo rn THE• W/TN/A/ /NST,pUMEA/T A,vO ,90KA/0u/46.OG6.0 TO ME THAT H EYECUTE,O THE " 4E A✓ ///5 AUTHOR/r.60 CA/99C/7y' AWO 756q7 -,6y 11/5 5/6A/ATViPE ON THE /A/STRUM6A/T, TN6 EA/r,Ty !/Pot/ BEAA9L,- OF IVH/W ME ASRSON ,gCTSO, &XCC&7&0 T,VE /A/STRUMGA? TGNN FGR A,(AtXALL L0MM/55/0AAEXP/RES 10-11-01 COW17y OF SUW 14eI WOWl &06/N/,, -A/7- 1 $TATE OF (y04/F0R.V/q C'OL/Nry OF ,6&776 OL/ DtG.I4 1999 ,BEFORE �,}}''l1E UGihle[T A�A((G�II Publ' f�450VACGY' APPEARE.O TAMI bAYIOW R£PSONA Cy �J AG/OWN TO M6" OR P,eOVGO TO F aV r1161,94 15/6 OF 54r/SF,9e7W+Y CVIZ76WCE 70 AW 771E,'4,eSOA/ WYCISE A/AldE /5 SUBSCR/6E0 To T,YE W/7-H/A/ /A/STRUM Ao r AA/D 4CKN0W460060 TO M6 THAT zh t EXECUTED TME SAME /A/ hW_ AGY.VOR/260 C ,."417y, AA/,o J7/AT .By klee 5/GVA7U,¢6 OA/ T116 /N67RUM6,VT 711E ENrlry UPON BEHALF OF W.V/CH THE PERSOAI 4CT6o, EXEGUYEO TN6' /A/ST,QIJN/Ed/T. .�ctxuJ,/n VLI�Lkt.0 TCN.J,FER /.,/A�X4LL COMM/SS/O.V EnXP/RES 1O'1Z-AI / -ow, OF - l� wft SURI%E}YOR;r 57.4;---14--,(17- / 7.4;---14E/t/T / 00 1/6R66y 57;47-6r 7Wg7- 7,,V/5 A29P OF P•S(695;gA/T , gAW.O/A/G SUBAD,ViS/O,v 1-/Al/7- 2 F,ts4sE 3 LORRECrt y REPREIEA/T$ A -%Uv-y A-- By - O,e --,- MY o/itlSGT/OA/ /Al 1"Y, /999 A,UO /5 7AY/E A",O L�OMPLErE A5 SNOp/A/. T,1e MOA/41ME/V75 W/LG ,BE OF THE 6V4elgCTER AAAO OCCUPY THE POS/T/O.VS /A/D/G972£O W/TN/,V /•70 LL9y5 OF 1491- ,PE60,,V4347/0A/ ,4A1,0 AU/GL ,96 SUFF/C/EA? TO E,1,gA4CE TN/S SL//Q✓6y TO BE ?eT,eqCEA- L65L/E W. OKE, PL 5 57/Z o XEG/STRAT/OA/ EXP f a: a� p 9.30.03 �F'7Na`Ry.! COUA/TS/ SL/,eVEYO/PS STATEME,VT /, STUART EDELG, A7EPL/Ty COU.u77/ SUR✓EyO,Q, Oo ,vEREBY 5TA7S 7XG4T / /,IA✓e� E,'G6N/A/E.O 7H/5 MA,� OF /'1164.Sg,17- 44A/0/A/C SUBo/✓/s✓oA/ Uu/r ? PAF9sE 3 AVO F/A/D 7,1AT /T /5 SUBSTAA/T/AL(Y THE SAME A5 ? APPEAA?60 O,U THE 7EA/7A7-1✓E 4",- A440 ,4411 APPROI/60 A[TE, ,47,vA/S THEREOF. ALL P,pO✓/5/OA/5 OF 7HE 5 160/✓/S/OA/ MAP AC7,4AW LOCAL OR,O/,V,441eE 9PPL/CABLE A7 THE T/ANE qr 72",:W /✓e ssAPAPP,tO✓AL NA✓E LEEN L'CtNP[/E,O Ld/Ty.AA/Q / A,O/ 59Ti5%6,0 T,WT 7H/5 Nj g1- /5 TECNV't!4 Ly Ch,Q,P6CT. fiOCI{.( of/// /C~ 57!/A/eT ELiC{C, APC6 T9/90 asPvey CLVA/ry y40ev6y411z R66/5TRA7/0W EAP $•y/•O9 CLERK OF TR/E 45Q4R.0 OF SU/�iPV/SO/PS STATEMENT / A5v 114,-,ey STATE THAT a1 7,V,g ,BUTTE e04W7y ,504/eo OF S -,%F rI// ,(S OFF/C/AGL y O AP91W0 0 ;W,5 AO,- CW %6,Z4A/r LANAYH6 SC/QO/V/S/OA/ ///iir2 ?06 S. rHE �C4r/o,VS 4VFEB -sw1we OF AU6//ST,9 4QL-,9N,0 SPYGL,9s5 ?-j,0 ARG f/ERE6Y AGY'EPTEO. 64SE,NEN75 /bR /Y/BCM 5 Rv1c6 R/RPOSWS ARE HEREBY ACCEPTE,O. E95EMEA/T5 FOR STORM 429/.1466 107s 49, 55, 58,,4X/06/ /5 11ER61-44CCE1'72,O• TN6 OFFER OF 9E,c.1A1 y//S//M6VT OF 4B6'776e5 R/GNrac-4cCES5 LOA/6 AUTCLl AI P9RK,OR/vE FRoA/rA6E Ov LOTS 99, 44, 57 A.uO 62 /5 RF„v6By A(G6/rFp. STEPAEX/ T. 5[NV57F,R, SOOG KflfE,,e ROAD, CA//CO C.9. HAS eaV5:�1,7E0 TO THE OiSD/CA7/ONS FOR PVBLC I -,F OS65 45 S40WAI uPOV 7WIS^01- AA/D /5 NEREBy PCACEA OA/.VOT,CE 71147 - ANY L 6,01C4rED PROPE-y SNACL BE RECOA1V6y6o TO T,VE oWA/E,,P OR SUCC6r5SoR /A/ /A/7E,PE5T, /A/7NE EVEA/T THE COCAC AC&Vey LE7e,4uf 1ES 7.'147- TA,E,OEO/IATiON /5 ,10 -0-6,'R REO&/REO FDR 7HE PURPCSEs /A/rF�uaeo. ✓0//A/ S. &A,A'lOCK 191 . LARK OF 7HE 6CKRO CF SUfE/e✓/sO,QS _ RECORDERS ST/JYEME.VT F/LED Tyis /3T 4Y TOAIIA-ay AT 9:O/ A.,". /A/ 2500KA29PS� PAe"E " PYA 30 AT 7HE REmUEST OF STEHSiEA/ T 5C/,/USTE,,T. G'9,v49CE J GRUB9'r SE/P/A[ A/a. �oOO-nOd/Y 9L Qo✓uTy REGOreasR ey Br m, (�La.«Gwt DsP1Ty PHEASANT LANDING SUBDIVISION UNIT 2, PHASE 3 SUBA/v/S�a✓cFAfi�vnoA/L�T//E 6cr/T/s'/Z O.-17AF-54v ,,--V67 ,{SUS -92, T29A�R/E SUT/E I CAL/FCWPVW SCHUSTER CUSTOM HOMES PRECIS/ON SURVEYING 717 FIFTH STREET ORLAND CA OA7E v rEr .032B4 oeM$W,, /999 Roo/c' G1' o \ ^ \ LOT Qe �hn 4 N $ N \ 0 W3 w_ � NU y0 AB/nrE,pS R/6A7S of'AGCE55 To AC/7uM.V P'4R,Y .OR/V- REL/.upuistic:.0 /N LOTS 4'tj/ 56, 6-7'.4"'D /O' Pa6L/f 5E/v✓ eE EASEMEA/7'S (PSE% SHaWA1 A�PEGu/ ARE F,/p ELECT,PiC,4L, rE[EPRO.uE, CABLE TELEV/5/ON GA$' (HATE/Q' ANO SEN/ERA66' P//RPosES . • 5E7 5/B "REe/97e W/CAP $TAMAF,O "L 5 57/2 ' cCaUo �G'RE'54/4 W/lipP STAM/i9.0 ''LS 5712 � PE.R 147 144P5 3/ O Fa4l c/G'S/ B'RE'B4/e WlG4P $T.4,yRE.o "6$57/2'' PER /4B AAAPs SO O FOuun p0/Wr AS .Gt55CR/,eE',O OAr,9 PE/P 144 HAPS 57 �2) REC'oR0 LZ4T/4 Pc/Q //7 'HOPS `25 �s% /7E60/Pq 0-/,l AEyP 148 MAPS 50 A1.6. C,,P OF S�C OF SE %¢ a- 56C 32 3/R//RoN P'W "Ls 5G/ PER /4¢ AMPS 57• A !/<%R,•4/ P/PE "RGLE 16'5,9 "ALARS S JZY7 E /� 7 � A14T �/ TN/5 5u1(,VE)/ 33 T 23 A/ T ZZ Al X9284 IVO 7-65.5 .ORA/A/A6,- EASEMENT FO/f 774E dEV/F'r OF GOT 49. R. 4" PR/V47E .ORA/NAGE EASEMENT F0C r11 BE.V/F/T— LoT 53. S. /?'PRIVATE 0RA/4146E IV& 6eAIIA T OF COT SG . 4• /?'PRIVATE GLC4/NAf.6 EASEME T For THE .GEN/,-/ of !o> 6/. PHEASANT LAND/NG SUBD/V/S/ON UNIT 2 PHASE 3 A JSUBO/V1510A/ OF 4 FORA V of *Ya .<WrN �Z OF TWE SOVTW64ST/ OF S'EL';jZr T23N R/E Al, o.M ,8Lh76 Couv7y, C4z1,-oe11,9 SCHUSTER a1sTOM HOMES euRV6 /DA 7,4 A � 90°00'00" Q y= zo. 00 / d=44'24.55" ©R= 20.00' /5• So' ®R- Z00'00' Q R= /70.00' ©R= so.00' L = 78.9/' L = 82.//' a = 60'Z3 Z7" d = 7o'?9'53" Sa•D,' 52.70 ' L = 61,5z ' U 0 ®R= /Og3.D0' i 38 28' / : 1/./7' 4 = 9°2540" @,?- 4=4 /0'/0" 1,83-00, L- /7820' © R • /oda. 00' G•//6.6/' d 19'3842" Q? R= 75p.00' ;T46' OR4W,46E L ®R: ZO,D.00' �� L=/03.46' M3 L/VE=dz9v �4TA ®589 h ©586°/3'OB"W, 62.23 @586°/3'0,9"W 60.S4' Q 548'39'25"W, 7/.23 ©SGS'12'f5"A/I /4/E.3' 33 T 23 A/ T ZZ Al X9284 IVO 7-65.5 .ORA/A/A6,- EASEMENT FO/f 774E dEV/F'r OF GOT 49. R. 4" PR/V47E .ORA/NAGE EASEMENT F0C r11 BE.V/F/T— LoT 53. S. /?'PRIVATE 0RA/4146E IV& 6eAIIA T OF COT SG . 4• /?'PRIVATE GLC4/NAf.6 EASEME T For THE .GEN/,-/ of !o> 6/. PHEASANT LAND/NG SUBD/V/S/ON UNIT 2 PHASE 3 A JSUBO/V1510A/ OF 4 FORA V of *Ya .<WrN �Z OF TWE SOVTW64ST/ OF S'EL';jZr T23N R/E Al, o.M ,8Lh76 Couv7y, C4z1,-oe11,9 SCHUSTER a1sTOM HOMES 0 0 f O m \ i yiday . :-' 0 k IAO L m �a a ti p Z� ABY atm L a Y H�1 . m q ca to g°y ai6 a p�t�pA m�+�y`�iZ 6 a CbNo IN o`,o mm � � a�` �°ap. be � ` � �'� as � aN•tp r�cv�'� aROy �<�Z ��a o to�e 4epr a a o olb °11 'f ^ o� 2 C� o � � � ��n m �y" �a�� o o �'•�� a�� n a��a� g>N RE3� o: n p r m om m �` C o C nq nam m° a8 Zt a i7 ` ti 0 n a07 04 7 °�, �•m n y �� _ ��` a �� p �� a0t �a�y"� hyo y�p� you NOTES RESIDENTIAL D�3� 047476 -O19 -(LOT 61) 99-2534 P WIT NO. SCHUSTER, - STEVE- r c,rt fw 'rr BILL MC;GUIRE _ tI. py2?�'SP,IGLASS; CHICO - ^T' NEW SINGLE FAMILY 047-67-0-019r por�o.�t000-0033BPEM SCHUSTER, Steve _ _, _ _e L - Spyglass, Chico lot 61,Chico (transfer 99-2534) new sf �I I 1 A _ in SPECIAL CONDITIONS CHECKE}p BY XSRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L JOB FINALED (Date) Signature _F&/ OFFICE COPY Addressss.- Ll(, IV 49 GAS / j / Meter By v � DW4_&-- � ELECTRIC Meter By Date �I (Rev. 12/96) a� a 0 > COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 E IT NO. APPLICATION AND PERMIT ASS S PAR°gs+ MBER� — b T ZONING SR 1 BUILDING PERMIT —::q OWNER SCHUST R, STEVE (MC GUIRE) TV7'-FELEpH O1424 SO. FT. OCC. BUILDING VALUATION 2989 R 161,406 OWNERS MAILING ADDRESS 3002 CALIFORNIA PARK DR., CHICO 1005 U 18,090 CONTRACTOR'S NAME OWNER TELEPHONE 2$ COV V 92 3' 7 L / CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER PIETZ LICENSE NO. Flin es $ 20.0 Permit Fe -b--, ___-917,760. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDING ADDRESS SPYGLASS, CHICO Energy Plan Checkin 26.00 $ PERMIT FEE $ LOT NO.61 SUB DIVISIONS NAME PHEASANT LANDING PARCEL MAP PLUMBING PERMIT Filing Fee 20.00' Each Trap 7.00 USEOFSTRUCTURE SF XI Duplex ❑ Mobilehome ❑ Other SPECIFY ' Solar t pump water heater 2 Water piping 15.00 15.00 Each gas water heater or 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMIL' 4 BEDROOM//. , ear- Gas piping system t - 5 we6s 15.00 Building sewer 00 Mobile Homs G W 920.00 SPRINKLER PERMIT FEE i 9 -on I $ 9 7 - ELECTRICAL PERMIT Fling Fee 20.00 000V ORS Main Service 200A OR 23.00 / LICENSED CONTRACTOR'S DECLARATION-, .•� __"-" —" 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fUI force and effect. /'�� / License Class Lic. NO.g! h OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 parr. pit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' com ensation provisions of section 3700 of the Labor Code, I shall foit co with ose rovisi ns. IV �, X Date Z 7 Signature fVMp i ant Owner ❑ Contractor ❑ Agent An OSHA rmit is required for excavations over 5'0" deep and demolition or construction f structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING Occup. OR ADONS. ( a Acc. BIDS. 3• FT. 7 & ACC- RLDS_ NEW CONS NON RESID. @7.50 POWER OUTLET us IR aUTET Gunil Ex, Occup. OUTLET T ES .L PPLNS. OV Ex. Occup. ounETs a�1D° 5.00 Temporary Service 23.00 Mobile Home Facilitie 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fe 0.00 Heating Cooling Hood 6 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46-96 - A Li TOTAL FEE $ L • HAZ. .� D IMP D CDP PARC pD HD ISS This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. e a eceipt No. HITE-D.D.S.-B.D. CA ARY-ASSESS I PINK -INSPECTOR GOLDENROD -APPLICANT L r` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER ZONING SR 1 BUILDINGPERMIT OWNER SCHtJST STEVE (MC GGI , TRE) :���+ t514 -ON 424 SO, FT. OCC. BUILDING VALUATION 2989 R 161,406 OWNERS MAILING ADDRESS 3002 CALIFORNIA PARK DR.* CHICO 1005 U 18,090 CONTRACTOR'S NAME UWNER TELEPHONE 281 Cov �7�F VLl L17G 3,692 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 5 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEERPI LyT7 / ET Z LICENSE NO. Filing Fee $ 2 0.0 0 Permit Fee $ 937.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS SPYGLASS, PYG ASS• CFICJ Energy Plan Checking Fee $ 26.012 $ PERMIT FEE = K9 nC LOT NO. I I bl SUBDNIS IONS NAME P1ASANT LAOINC PARCEL MAP PLUMBING PERMIT Fling Fee - 20.00 USEOFSTRUCTURE SF 19 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE, FAIMIL 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I §T7dT W @20.00 T WIM! 15.00 PERMIT FEE $ 7 60 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infuI force and effect. License Class Lic. No. '�,% �. / ) OWNER -BUILDER DECLARATION* I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zoOA TO tOooA 46.00 NEW CONST. DW ELLWG OCCUP. OR ADDNS. ( a ACC. BLDS. SO `3.5QFT. 139 % T. NON-REOSID. MuLTI-OUTLET 97,50 POWER RAOUTLET a SINGLE OUTLETcIR. Ex. OCCU . OUTLET OR FIXTURES BAL@ .50 Ex. Occup. o TS .n.DEE 5.00 Temporary Service 23.00 23,00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 s PERMIT FEE S 2Qr, MECHANICAL PERMIT Fling Fee 20.00 Heating 1 115.00 15.00 Cooling 1 15.00 25.00 Hood 6.50 Ventilation 4 4. .50 18.00 PERMIT FEE S 84.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thoselprovisions. J X ,/ f U" �� ` ,t' ` L F Date J ` / Signa ure of Applfant - 13 Owner ❑ Contractor ❑ Agent An OSHA p4it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ cons,). n TOTAL FEE $ 2,135.34 HAZ. D FE¢ IMP r•// "-1' : FA •cOFj �/ PARCEL'` PD yf HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By u•' _ tr /t PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ! i Date Dete ReceiptrNO. WHITE'-D.D.S.-B.D. 'CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready 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;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date nderfloor (Plans) OK except #'s 1 ing-Setbacks- Ease me s -Flood -Slope 2e Main; Soils-Elec. G .-/ rV/- Ftg. Depth 2 Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 28. Stemwalls, Main; Steel-Blockouts-Wrapped 6 temwalls, Garage; Steel- Blockouts-Wrapped 6e'HgJd Downs and Special Anchors 717.1siab, 8. Steel -Wrapped P -Fireplace Ftg.-Steel 9 D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date r / 'r/p Card B-1 Date Cards -1 Date 1 0-110o Card p l p Al., J Date Card B-1 Date f ALMONG (Permit) OK except #'s 117 a tr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date L y1 Card B-1 ~Date Card B-1 Date Card B-1 Date Card B-1 Date JELECTRICAL (Permit) OK except #'s 23 Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 2e Size Boxes & No. of Conductors Stapled 2 Rpmex Installed Close to Edge of Studs & C.J. 2J/Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2,Appliance Circuits in Kitchen & Conductor Size GFI 39. Subfeed Wire Size / / ga. Cu or Al -,4.0 ire Size / g Cu r AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 361 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Z:;:Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,,FRAMING (Permit) OK except #'s S' s Proper Materials & Anchors Its Studs -Nailing Spacing & Braces -Plates -Sound 2 aring Walls over Girders & Floor Nailing X. aft Stop in Walls (rat proof) 4. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing (Single & Duplex) - Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 4e F' eplace Ties or Type A Flue -Fireplace Throat Clearance Attic.Access: Size & Romex Protection -Draft StoD-Ins. Baffles 58r.'-Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 arage Fire Protection Framing 52. perty Line Firewall & Openings $2' Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Fire Protection P!ywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access W. Glazing Area -Glass Protection -Skylights -Plastic 5 Shear alts; Nailing -Bolts 60'B ce Interior/Exterior Wall Panels 6 Insulation -Walls -Ceilings 62. I nfi ltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1/ Date Card B-1 Date INAL (Plans) OK jefcept #'s Ext. Steps -Door & Sic Wight Protection -Landings 6 . Smoke Detector 6 Furnace Vents-cle rance-Comb. Air -Connector- - . In ge; AbovelFloor-Ducts-Meth. Protection Bedroom Exiting 6 G.F.I. & Bath fixtures &Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels 9. Stairs & RWIs ObFirlalLice or Stove, Clearance -Hearth at Wood Panel, Int. & Ext. 7 it Fixt. & A fiance; Ground -Air Gap -Cooking Clearance 7 Outlets & Receptacles at it. Counter 7 re Door; S - a ' g -Closure 75. A uct in Garaqg,DvTrper 7 Wtr. Htr.; Ve. -Clearance-Comb. Air Con ector-P.R.V. i ge; Above Floor-Mech. Protection 7 . PJpr, Efec. & Mech. Equip. Listed for Location 79"'Elec. ptacles in Garage (F.F.I.)-Romex Protection 7 . n on -Foam -Looked in Attic 8 . G ails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth C ce Looked under For _j2 -Yes' - Following Instld./Drive es 94oMallks ❑ Yes 0 No/Planters 0 Yes ;JratS 83.o Brown -Finish 0d'A.C._UPwBisconneci, Electrical -Plumbing 8 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. er Well, Disconnect, Electrical, Plumbing '87,xter' ec. Trim, G.F.I. Receptacle -Underground 88 ,V'e'ntilation Throughout House 89. G Protection 9 . Cor ns from Previous Inspections ga,-"Gas Test -Meters Tagged, Gas-Electri 92. Water & Sewer Connected- o Grade -HD Approval _ K9 -3 - )Energy Compliance Certificate -Other Certificates 94 0 Address Posted Date -[S- 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: LOERKE INSULATION CO., INC. Lot 61 -Spyglass. Number and Street INSULATION CERTIFICATE Chico City County Subsiivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket TOO iberglass_Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Brand Name JohManville Thickness (inches) 3.5"/6.5" Thermal Resistance (R -Value) R13/R19 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches)_ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R Brand Name Thermal Resistance (R -Value) 4 I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energ Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indica ed on the Certificate of compliance, where applicable. C.L.#499150 �QQ LOERKE INSULATION CO., INC. Item #s Signature, Date , ` Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. Name) Or General Contractor Co.Name) Or Owner Installing Subcontractor (Co. Name) Or General Contractor (Co. Dame) Or Owner I® COUNTY OF BUTTE", BUILDING DIVISION I DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive-* Oroville, CA • (530) 538-7541 CORRECTION NOTICE MC cp s I 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. r A. Date Inspector REV 10/92 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: C. %3'e, yr" ENVIR. HEALTH, CFHCO DATE: T- Z o'o'Z' RELEASE ENV- HEALTH HOLD ON WELDING FINAL FOR: OWNER NAME: Ao SEPTIC: WELL: 073 APS: (��) A -N7-670-AW ADDRESSALOCAnON:Z-0 7-61 �,��!Gss comments: (Rev. 12/96) 66 -a05v "COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754�� ,�t4 O. f�7A APPLICATION AND PERMIT �7 �T- ASSgSS PARCEI.jJ MB� =, ^ —V� d ZONING SR 1 BUILDING PERMIT OWNNERER SCHUST R, STEVE (MC GUIRE) TALI T42—/424 SO. FT. OCC. BUILDING VALUATION 2989 R 161,406 .OWNERS MAILING ADDRESS 3002 CALIFORNIA PARK DR., CHICO 1005 U 18,090 CONTRACTOR'S NAME .OWNER 1V TELEPHONE 28 COY 1, 3,692 / CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER PIETZ LICENSE NO. Filing ee $ 20.0 Permit Fe $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee BUILDINGADDRESS SPYGLASS, CHICO Energy Plan Checkin 26.00 $ PERMIT FEE $ LOT NO. 61 1SUBDIVISIONS NAME PHEASANT LANDING PARCEL MAP PLUMBING PERMIT Filing Fee 20.00" USEOFSTRUCTURE SF R3 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 'Solar at pump water heater 2 Water piping 15.00 15.00 Each as water heater or 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑itrTstallation ❑ Other ❑\ Describe Work: NEW SINGLE, IM 4 BEDROgi / ui e,r �v Gas piping system 1 - 5ets 15.00 Building sewer-'Is00 T@20.00 Mobile Hom S G W LAWN RERNITINN qPRTNKT. PERMIT FEE 1? 5.00 $ ELECTRICAL PERMIT Filing Fee 20.00 OV OR LI Main Service 2o0A OR LES 23.00 - LICENSED CONTRAC ' DECLARATION 1 hereby affirm under penalty of perjury that I am license un er.provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful force and effect. License Lic. No. s 9 / 7 Class ? O L7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST.DwEwNG OCCUP. OR ADDNS. 3' FT 1 .7 NEW CONST. MULTI o� r NOµRESID. C @7.50 POWER APPARATUS 8 SIOUTLET CIR. Ex. Occup. OUTLET OR FDfTUREsNGLE 20 @ 00 sAL . Ex. Occup. OUTFIXLEOTS (R 0 5.00 Temporary Service 23.00 Mobile Home Facilitie 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fe 0.00 Heating -00 Cooling Hood 6 Ventilation PERMIT FEE $ Policy Number It (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort it co with ose trovisi ns. X Date Z12SAY Signature f Ap i ant - JR Owner ❑ Contractor ❑ Agent An OSHA p6rmit is required for excavations over 5'0" deep and demolition or constructionAdA�� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oc co. TY ` TOTAL FEE $ •5S HAZ. D rEys� IMP FLooO coF PARC (/ PD HD This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By _U PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. D e t0 (JV (Mle) Receipt No. e O WHITE-D.D.S..B.D. CA ARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT 1 047-670-019 PT (LOT 61) 99-2534 MC GUIRE, BILL SPYGLASS, CHICO COMM: UNKNOWN NEW SINGLE FAMILY DWELLING 00 Pwc d 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION o�7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. 20 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-670-019 LOT 61 ZONINGSR 1 BUILDINGPERMIT OWNER MC GUIRE, BILL & CHARLOTTE TELEPHONE 894-7424 SO. FT. OCC. BUILDING VALUATION --29-8-T-R Q ..OWNERS MAIUNG ADORES 1005 U 18,090 CONTRACTOR'S NAMEtIr`y� OWN TELEPHONE �V_-ryry�,CC1ICC�_((YY• 284 COV 3,642 CONTRACTORS MAILING ADDRESS \ CONSTRUCTION LENDER [Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ RG AR ARCHITECT OR ENGINEER PIETZ r LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 937.00 ARCHFTECT OR ENGINEERS MAILING A[}DRESS ` // Plan Checking Fee $ BUILDINGADDRESS SPYGL`l1SS Energy Plan Checking Fee $ 26.00 $ + \ PERMIT FEE $ CC n5 LOT L ' i SUBDNISIONSNAME PARCEL MAP Filing Fee 20.00 PLUMBING PERMIT 9 Each Trap/ , fj 7.00 112 00 USEOFSTRUCTURE ` SF Duplex ❑ Mobilehome ❑ Other + \ SPECIFY Solar or heat � um water heate / 23.00 Water piping 15.00 Each as'watedheat`i or vent , i, t r 15.0015.00 TYPE OF WORKGas News Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ `'. + Describe work: NEW SINGLE 'FAMILY DWELLIN� 4 BEDROOM I \ pipin6 system 1 - 5 outlets'f v %` " 15.00 15,n Buildingsewer 15.00 Mobile Home S G W @20.00 TAW .01 TWI.RRS 15.00 15.00 PERMIT FEE $ 207,00 r ` ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooAeoOR oR LEssLESS 23.00 %I-� LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions,of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. xEEic se Class Lic. No. \, OWNER -BUILDER DECLARATION � I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensationfi I will do the work, and the structure is not intended or offered for sale. •[r I, as owner of the property, am exclusively contracting with licensed contractors b to construct the project. ❑&Iim exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ,AT I,have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ :' 1 have and will maintain workers' compensation insurance, as required by Section •,.3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A J. 46.00 NEW CONST. ( DWELLING occuP. 3,SdF°; 1 7 ORADDNS. NG OCCS MUL NONRESID, C @7.50 sPOWER APPARATUS J + " '11114. SINGLE OUTLEr CIR. / a zo @ +.00 Ex. Occu �✓ OUTLET OR FD(TURES ' BAL p .50 Ex. Occup. oFur rWED s a IESIEs o.°EA 5.00 Temporary Service 23.00 7.3.00 bile Home Facilities + 20.00 . Misc. Wiring 23.00 PERMIT FEE $ 205.79 '\MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood t / /i , , , i ^6.50 6.50 Ventilation" l 4f 4`50 PERMIT FEE $ 84.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation \ of one hundred dollars ($100) or less.) . Q I certify that in the performance of the work for which this permit is issued, I shall r\ not employ any person in any manner so as to become subject to workers'HOZ. compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply Nhith those provisions. lq X� 1� tDaie I)` �" ) Signature of App cant100 Owner ; ❑ Contractor ❑ Agent An OSHA permit is requirod for excavations over 60" deep and demolition or construction of structures over 3 stories'iri height. Mobile Home Installation Fee $ Energy InspectionF e $ 46.00 OCp coJ� PE / T TIAL FEE,$ 2135.34 �.. D. F ES IMP - `FLoo \ CDF.' t// p CEL+ tARr PO H 'ISSUE, This permit is hereby issued under the applicable provisions of the Butte County Code and/br Resolutions to do work indicated above for which fees haJ been paid. ��Q� /`Co/1 By D to /A / PERMIT EXPIRES ON ` � Date j yf.t JJ. J -r Receipt No. 7 A © % Gg WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT sV COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 17 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ' ASSESSORPARCELNUMBER 047-670-019 LOT 61 ZONINGSR1 BUILDING PERMIT OWNER i` TELEPHONE SO. FT. OCC. BUILDING VALUATION �, MC GUIRE, BILL & CHARLOTTE RQi1_7i,*)i, ____ OWNERS MAILING ADDRESL% CONTRACTOR'S NAME UiTKNOWN CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER 1 LENDER'S MAIUNG ADDRESS \ ARCHITECT OR ENGINEER PIETZ ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO 61 I SUBDIVISIONS NAME'S USEOFSTRUCTUR.' SF (A Duplex ❑ Mobilehome ❑ Other PARCEL MAP TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 4 BEDROOM LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provision0of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profess, ns Code, and my license is in full force and effect. \ License Class Lic. No. _ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors Lice'ise Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensator.. will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f rthwith comp) ith ose provisions. X Date Signature of Wpllcantt Owner ❑ Contractor ❑ Agent An OSHA permit is requi d fJr excavations over 60" deep and demolition or construction of structures over 3 storiegli6 height. Receipt No. `t Sy Z @Z7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ("0(- '0 LI 1005 1 U 1 1 Total Valuation Is PERMIT FEE S Filing Fee $ Main Service Permit Fee $ 9? Plan CheckingFee $ NEW CONST. OR ADONS. Energy Plan Checking Fee $ NEW CONST. NON-RESID. MULTI -OUTLET CUri.S $ PERMIT FEE S Hood PLUMBING PERMIT Ventilation i Filing Fee Each Trap 16 7.00 Solar or heat pump water heater Mobile Home instal^ition Fee 23.00 Water piping $ 46.00 15.00 Each gas water heater or vent 2 35.34- 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 20.00 20.00 EX. OCCU OUTLET OR FIXTURES PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service OOOV0LESS 200A OR LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADONS. ( DWELLING GCCUP. & ACC. BLDS. 3.Saso 13 . 7� NEW CONST. NON-RESID. MULTI -OUTLET CUri.S �7.SO POWER APPARATUS EX. OCCU OUTLET OR FIXTURES BAL, FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA S.00 Temporary Service 23.00 Mobile Home Facilities20.00 Misc. Wiring23.00 PERMIT FEE $ 205.79 'kMECHANICAL PERMIT Filing Fee 20.00 Heatir. i Cooling` Hood 6.50 Ventilation i PERMIT FEE S84.50 Mobile Home instal^ition Fee $ Energy Inspection F1:- $ 46.00 '+-" JnCO .,TAL FEE 2 35.34- HAZ. p �,, O D PIP. PD H ISSN V This permit is hereby issued un,"er the applicable provisions of the Butte County Code and/LT Resolutions to do work indicated above for which fees hay i been paid. By Dote 160 PERMIT EXPIRES ON/��r J i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 7541 PERMIT No. APPLICATION AND PERMIT ASSE990RPAR:f_LNUM881 ,i1 OArtc vJ J / L/�7� faL/ ,7— 1 7/ ZONINGS BUILDING PERMIT OWNER . 61L GHA2L,DYGf /1'Ic C�fR� iE NONe e 7y2y SQ, FT. i OCC. BUILDING VALUATION - ----..._ . - 1------ -- --- —. ._. _r /�O� i --- I Q Dqo ----- 1 -- awNEAs MAILING ADDRESS 30oZ Gay-i<oRNr/1 60< d2• C�irco C¢ , ( TELEPHONE CONTRACTOR'S NAME /,j U�Y"VC)L' r/J CONTRACTOR'S MAIUN° ADDRESS CONSTRUCTION LENDER Fireplace /5 O LENDER'S MAILING ADDRESS Total Valuation $ / 00 Ly6 $ 96 ARCHRECT OR ENGINEER / r /ADDRESS LICENSE NO. Filing Fee $ 20.00 Permit Fee I $ 73 Pian Checking Fee $ (p oS ARCWTECT OR ENGINEERS MAILING BUIL.OING ADDRESSSOL, 5/955 Energy Plan Checking Fee $ Z [-o $ PERMIT FEE S /5-77 IDT No. SU80N6 PNS NAME,& 4 Jin PA CEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 6 7.00 �JZ Solar or heat pump water heater 23.00 Water piping 15.00 / S Eachas water heater or vent 15.00 / S TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 %S Building sewer 15.00 f Mobile Home IS I G I W @20.00 L/dwfj SPLP- 1 15- 1/ PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service xa� oa Lss 23.00 7,3 ) LI Z 1 - rf ——'"---- r✓' ' Main Service 200A TO I000A 46.00 NEW CONST p DWELLING OCCUR. SO.1 1,3f29 OR ADDNS. / &ACC. BUDS. 3.5¢FT.NEW CONST. NON -RES D. MULTI.OU PANCH CUT FTS @7.50 POWER APPARATUS & SINGLE OUTLET CIR OUTLET OR FOLTURES EX. OCCU Ery ,J 50 Ex. Occup.DimE°Ts�a o.°ERw 5.00 Temporary Service 23.00 2.3 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE $ 2a i9 MECHANICAL PERMIT Fling Fee 1 20.00 Heating / / 45 - Cooling Coolin S PC % T ' 125 - 5 - Hood 6.50 65-0 Hood Ventilation to PERMIT FEIE S - 50 Mobile Home Installation Fee 7$— Energy Inspection Fee $ 6 Energy °`c I CONST. TYPE TOTAL FEE $ iKAZ. I D. FEES IMS FLOOD I COF I PMC£ I PO ! HO i I ISSUE This permit is hereby issued under the app (cable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dero) V ffw+� CO,U,NTY6F BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 61 CyAgoQtK- Ac (_4 y/ac ASSESSOR PARCEL NUMBER: p"4F-- -1 %- fo 7- N Proposed Building Use: tJc, a N g„_ .5-//— Building Inspector: Date: 3 -1yo %j 5 S At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 0 2. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------------- -------------- ^ ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. -------❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ El 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑ 10. Fees of $----------- -------------------------------------------------------------------------- Impact fees as shown on the attached schedule. -----------------,------- -------------------------------------- ,W i 1 Qt) California Department of Forestry plan approval/fees. ---`f� -------------------------- $0 ------------------------ ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- /Z -2Z g 1k14. Sanitation and plot plan approval CHIT o Health Department. -------------------------------------------- ❑ 15 City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ . Plot plan and business license approval from the City of Biggs.-----�------------------------------------------ 7. Planning approval for (A) Use: Ajj. (B) Parking: du' 18. Contact Land Development aboutIrr►'rovements, ❑ Drainage, dLegal Parcel. '� L'"'-R`L°' / _ 4 _ Zuvu SLr El19. Encroachment Permit for driveway (construction approval prior to occupancy).---------------------------- 1120. ---------------r-L--- ❑20. Pre -inspection for e required. Request to Building Inspector on (Date) ~ ❑21. Contractor's license information. (Number, Name Style,�Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -,='---------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- 25 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑2 anufactured Home utility clearance. --------------------------------------------------------------------------- orexpir p ------ --------------- - - ------------- ---------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- kj^ 0. Other: h - ------- When you issue aemut, process as follows ❑ Mail to o"caner, ❑Mail to contractor. , ❑Te `ephone �7 ,Z_and hold for pickup at o ce. ❑ D uer w-tt spector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: D 1. Indexpermit application for the above items numbered: ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: ,rj Date: Plans approved by: ; Date: I/ Sets of plans on hold in 0 Plan Cabinet, 11.P. Afolder. Note transfer by: Date: / cTm 4 J �3 a— E.H. USE ONLY 1 1 Nl Plot P A ! Floor Plan AMnacho ch• P. ZROs•rt to 1.0. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal x . Water Supply: Public Private Well X Clearance for Other �f 6dr•� %7oy/!E Hold final for: Final clearance O.K. for: NOTE: 5 -�)'c Lunt l j2e✓'r0i"ty,o+ �s5.1,e-I T`Jis Tiin2 . Environmental Health Specialist Date 8/96 >.,:•' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �(LL CN,��-cor�� AC 6 UlAe- PROPOSED BUILDING USE OC)") Y/'t- 511*1' 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ \L 2. SCHOOL DISTRICT FEES C V L >O (paid at District, Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ k x $360.00 = $ 3>o - Units Commercial (sq. ft.). x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) PA A.P. # p®xr7v.4 of Y7 6'7 e9 DATE 3 - N `f ✓ / RECEIPT # DATE REC Llf ?60Z6`/ 3 -amu 8. WATER TENDER FEES (Battalion #_:�/_) $ 0.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees arerequired to be paid prior to issuance of the building permit. These fees may be changed during the.21an calking process. APPLICANT­-V1jV---- 1u I I NIT V V � DATE A t ` 3 '_ O" ) Pursuant to Government Code Section 66020'*, -fou are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest., The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Onelorm per Building) School District Building Department No. A.P. Number 449 03L 9 Jurisdiction: City ®County 0 Property Owner . Y� ((� /!` l C , j"�( f X%U" Property Location/Address 1].,Tj�,,l_/^�J-( p` ID -0 A ry . 00 Subdivision P�Fn fyl�X.�A Lot No. to I .................................................................................................................< q 9 G7 r-I� Residential Development Sq. Footage ~•J No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): €..................................................................................................................I Commercial/Industrial New Addition Building Department Representative Sq. Footage (Including Exterior Roofed Areas) 'tom �W Date v'J�y(rioor rians reviewea oy acnooi uistnct rersonneil District Identification No. --- C� -55 -7 s , ,U_ 'School District certifies that W', + * f (Applicant) I1 aeon 7,C:A Address) (City) has complied with the requirements of Resolution No representing �'f / square feet. School District Representative Paid by Check # ! Remarks: (Phone Number) (State) (Zip Code) _% �%� by payment of $ �� � 7 AB 2926 $ FULL MITIGATION $ / 4 O Date t 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, Wwgchool District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmentals uality Act (CEOA), 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.x(s (10198)dmm BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Q�^� ( q C)0r i bh Property' Owner -• Project Location/Address `y UU Subdivision phk(j4AJr jnct/YN Lot Number(s) �p Residential Development: (check one) X New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units t Comment: _� fO 4 44 0 � 0 A _0 _0 & P LtX4-­,' / - (, -,:R 0 () o Building Department Representative Date �r �Ar tk �1r 7k 7k �t �k yt �k Yt 9t yir 7k 9r �k Yt Mr �k �k � yt Yi � yt ylr rt �Ir �1r �Ir Mr Mr7k �k Yr �k �r * Yt * �t �k �r �k w �k yc tk �Ar tk 7k �r yt yt 9r yr yr tk * tk * �r yt �Ar Yr Mr �Ar �Ir Mr tk tkYr 9t 7k Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) C° J��<, �j A C\ (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for l dwelling units @ $1,189 for total payment of $ 00 CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. '" J PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park. fee ( form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. �qdml-Tiraml Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds ,Mao Permit cFar Me Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes `puJ,—) C', Date of Recording: Lot: (4 1 Block: Book: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed Page: ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot tine 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 0 Meet current EHD requirements. General Comments: YnT:�X Is L -D �tiJLv��G- ('G2►��T, -,�C)CC� .(z tT %--t m O-� 00-6 Permit clearance r l ❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL hC_ /D Permit #: '_�7 Genera/Information % Owners Name: C' LLC Z ' Same as Computer /Information: ❑ No ❑ Yes // Address: (A /_ &/ cJ ,d �a kff Prooeftylnformation Zone District: S 1 C " I Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement N No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area No ❑ Yes Specific Plan ❑ No Yes ® Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain n No IY r ❑Yes Zone: /J Watershed Protection Zone No ❑ Yes Date: AP #: 1097-6,--76 -0/S' . ❑ Cohasset Panel Number: o -E 2-0 Pr000sed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Other Ste 1 L -- Proposed Use Complies With: General Plan -* Zoning Proposed Use Reaulres: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: • Zoning Code Street 8t Highways Fire Prevention Subdivision Ma Front Side L O Side street Rear Height DRAFT COPY TRUC,TURAL DETAELS: 2 �C riventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). tandard bracing or engineered design (Uniform Building Code section 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete, enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ireplace construction details and calculations if necessary. Garage door header size(s). orch header size(s). tud heights. xpansive soil — special foundation design required. ..Retaining walls requiring design. Special Inspection requirements. eader sizes. sum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. Sound requirements. Energy design compliance and Supporting documentation. Flashing at all exterior openings. DF responsible area requirements. Bui in Permit requirements: SRA. v 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. Special Inspection requirements. Use Permit conditions. . Sub -Standard Housing letter. :)f 2 .ri DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner:L Building Permit Number: Plans Examiner:/K A. P. Number: h Z GEN Zoning requirements - (number of permitted living units). Building permit valuation. Plans 'signed by the designer. Proper description of work on the application. Existing violations on the property. ecorded notice of violation. -PLOT PLAN: — y1crt-G6Z� 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3-- Other buildings or structures. Grading, fills and/or drainage. 5.. Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). �- FAU & FAS road setback. -4— Building or utilities across lot lines (record form). FLOOR PLAIN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). . Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 47-1-9.Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). rage firewall separation - rd5uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). W6od stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). _ moke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). . hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 GREGORY A. PEITZ ARCHITECT ..,. �,/� .• �■r■ ar.� .9592�F /4�ci.o�_c��o i0y Y�CYV Liiv{iv ii i�i i.i■. t. -vI ••� Date: From: To: ft -!j No. of sheets, including cover:... . Comments: ( Z4 Ali Ably, s ; cl to , dyi (i� r� ih ^ftp d i�t'� C _- P� �_%t► i f r, FOf GlltFpQ Charles J. Roberts, PE I 7 -4,a - 3080 Thomtroo Drive, Ste. 10 • Chloo, CA 95973 • Telephone: (530) 891-8625 • FaC81m11e: (530) 891.4243 a air APPLIED `BESTING CONSULTANTS ^" MATERIALS EN®0101EER►NG TESTING AND INSPECTION November 9, 1999 Charlotte McGuire 3002 California Park Drive Chico, CSA 95928 Attw Charlotte McGuire We have completed an Expansion Index (H) Test per the 1994 Uniform Building Code (1)BC) Standard 18-2 on the underslab soil obtained from the building pad of Lot 961 at Pheasant Landing Subdivision, Phase III, in Chico, CA. The soils tiscd in constructing the pads are very uniform in soil type. it is our judgement that the sample obtained for testing is representative of the worst case for expansive soils- on oilson this Lot. The soil described above was sampled for expansion'index testing. The test result was an El = 9. The UBC classifies this soil as having a "Very Low" potential fur expansion. The Butte County Building Department requires no recon-fn,endatiuns for mitigating the effects of soil expansion if the El is less than 20. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, t -or any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/ut recommendations if they are used whole or in part at any other situ ur structure un - this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. Sincerely yours, Charles J. Roberts, PE 306O Thomtree Drive, Ste. 10 -Chico. CA 95973 • Telephone: (SM)891-5825 - Facsimile: (530) 891-4243 APPL1E0 TESTING CONSULTANTS Ai&X MIN MATERIALS ENGINEERING TESTING AND INSPECTION Expansion Index Test Client: Charlotte McGuire Project: McGuire Residence Contact: Charlotte McGuire. Soil description: Brown Clayey Silt sample location: Pheasant Landing Lot # 61 Sampie taken by: NA Depth of sample: NA Moisture determination Gross wet wt: 343.9 Gross dry wt: 310.8 Pan wt: 80.9 Net dry wt: 229.9 Moisture Loss: 33.1 Molsiure content: _ 14.4% Density determination wt of soil & ring: 557.2 Tare of ring: _ 200.1 Net compacted sou wi: 357.1 Ury Density, pcf: 94.7 Saturation determination Volume of solids: 0.561 volume of water: 0.218 Volume of air: 0.221 Degree otsaturation: 49.7% Gross final wet wt: 480.8 Gross final dry wt: 311.8 Finat moisture toss: 169 Final net dry wt: 230.9 Final moisture content: 73.2% This test was performed per ASTM Reviewed by: 1115/95 Date: 4 -Nov -99 Tech: B. Carter Time I Reading Expansion Index: 9 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 - Telephone: (530) 391-6625 ^ FaCSamlie: (530} 991-4243 P.T. 5ILL W 1/2." --PIA. x 12A.B. 0 VO.C.. AND 12" MAX. FROM ENV5 IN/ 2"x2tx5fib" PLATE HA5HER5, Typ. 51 -AB WOW -0/4" 13ASE NAT. C-PRAPE--J,-- HvT ff- LINE fir 41 *A Yew it FINISH ORAD [F NAT. GRAD=111-11-11 I MIN.. AD: .- JI #4 TOP 4 BOTTOM tj T O PERIMETER FOOTINO It I -oil APPROVED ANCHOR5.. 0 527- O.G. IN F.T. 5ILL 4" GONG. 5LAE3 Upr 4-4 0/4" BA5E� NAT. C-PRAPE--J,-- HvT ff- LINE fir 41 *A Yew it 0WOR-FA BO qTOM 12 INTERIOR FOOTINO if-oll - (EW29, 0,46 P.T. SILL V4/ 1/2" VIA. x 12" A.D. 0 V O.C. AND 12 MAX. FROM ENV5 K/ 2"x2 "x5/I&" PLATE HA5HER5, TYP. .4"'GONG. SLAB 1+3 'o X5/1 sok" a 0 :0/41.l BASE me I FINISH GRADE- i I K. NAT. GRAD :.:FfrJ Nd 9 A I-, #4 TOP 4 BOTTOM :iT OARAOE FOOTINO Im."O.—Olmoul NAT. GRAD :.:FfrJ Nd 9 A I-, #4 TOP 4 BOTTOM :iT OARAOE FOOTINO AND VVIIEN RECORDED MAIL TO: BUTIE COUNTY BUILDING DIVISION T COUNTY CENTER DRIVE OROVILLE CA 95M 1998-0055397.TIF (2544330W tiff) 1 998-12)1055397 Recorded Official Records I REC FEE 16.88 I COPIES 2.58 County Of ! CMM J. BRUBBS I Recorder . I 89:5301 28 -Dec -1998 I I Pageii of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENITAL DEVELOPMENT Section 26.8 of the Butte County Code requires 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 toned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Attached Legal Description AP NO: 047-250-178 Date: Z 2 PROP T'Y O . St eph J. chuster State of Cafitornla ) County of Butte ) On 12/24/98 before ov Lucy A. Pershall. notary public personattyappeared Stephen J_SchustPr personally known to me (or proved to me on the basis of saddectory evidence) to be the pu=(s) wbose name(s) Islam subscribed to the within 6mirmmeot and admowkeW to me that helsbe/tbey ezecuted the same in bis/herltbeir authorized cspacily0es), and that by his&wtd k sir) an the instrument the persons) or the arty Upon behalf of which the persoa(s) acted, ercec d the histrmmeoL WIT14M my hand and official seat. LOGY A. PERSHALL 0 �.. Comm.1110 i44 m Nomav MW Curvimcoumyp _. MY Comrt�. Ea',�M� Mar.24, 2000 A.PJ 1998-0055397.TIF (2544330W tiff) [2] DESCRIPTION: THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M. EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION. 32, AS MARKED BY A FENCE CORNER POST; THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTH LINE OF SAID SECTION 32, SOUTH 89 DEG. 14' 000 WEST, 322.41 FEET; THENCE LEAVING SAID SOUTH LINE NORTH 68 DEG. 30' 20" EAST, 50.79 FEET; THENCE NORTH 74 DEG. 17' 10" EAST, 285.23 FEET TO A POINT IN THE EAST LINE OF SAID SECTION 32; THENCE ALONG. SAID EAST LINE SOUTH 00 DEG. 20' 30" WEST, 91.55 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY RIGHT OF WAY LINE OF THE HEREIN DESCRIBED PARCEL WITH THE SOUTH LINE OF SAID SECTION 32, SAID POINT BEING LOCATED SOUTH 89 DEG. 14' 00" WEST, 322.41 FEET FROM A FENCE CORNER POST MARKING THE SOUTHEAST CORNER OF SAID SECTION 32; THENCE FROM SAID POINT OF BEGINNING ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE NORTH 68 DEG. 30' 20" EAST, 50.79 FEET; THENCE NORTH 74 DEG. 17' 10" EAST, 285.23 FEET TO A POINT.IN THE EAST LINE OF SAID SECTION 32; THENCE ALONG SAID EAST LINE OF SECTION 32 NORTH 00 DEG. 20' 30" WEST, 434.01 FEET TO THE NORTHWESTERLY RIGHT OF WAY LINE OF THE HEREIN DESCRIBED PARCEL; THENCE ALONG SAID NORTHWESTERLY RIGHT OF -WAY LINE THE FOLLOWING FOUR COURSES: 1) SOUTH 48 DEG. 42' 47" WEST, 68.50 FEET; 2) CURVING TO THE RIGHT ON THE ARC -OF A CIRCULAR CURVE HAVING A RADIUS OF 1083 FEET, A DISTANCE OF 315.99 FEET TO A POINT WHICH BEARS.SOUTH 57 DEG. 04' 18" WEST, 314.87 FEET FROM THE BEGINNING OF SAID CURVE. 3) LEAVING SAID CURVE TANGENTIALLY SOUTH 65 DEG. 25' 49" WEST, 243.73 FEET; AND 4) CURVING TO THE LEFT ON THE ARC OF A CIRCULAR CURVE HAVING A RADIUS OF 317 FEET, A DISTANCE OF 290.55 FEET TO A POINT WHICH BEARS SOUTH 39 DEG. 10' 21" WEST, 280.49 FEET FROM THE BEGINNING OF SAID CURVE, SAID POINT BEING IN THE SOUTH LINE OF SAID SECTION 32; THENCE ALONG SAID SOUTH LINE NORTH 89 DEG. 14' 00" EAST, 395.39 FEET TO THE POINT OF BEGINNING. CONTINUED 1998-0055397.TIF (254433000 tiff) [3] DESCRIPTION - CONTINUED ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 32, BEING IN THE CENTERLINE OF GARNER LANE; THENCE ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER AND THE CENTERLINE OF GARNER LANE NORTH 0 DEG. 00' 04" WEST, 1174.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE AND SAID CENTERLINE NORTH 0 DEG. 00' 04" WEST, 150.00 FEET TO THE NORTHWEST CORNER OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 32; THENCE LEAVING SAID WEST LINE AND SAID CENTERLINE AND ALONG THE NORTHERN LINE OF SAID SOUTH HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 32 NORTH 89 DEG. 28' 33" EAST, 290.40 FEET; THENCE LEAVING SAID NORTHERN LINE SOUTH 0 DEG. 00' 04" EAST, 150.00 FEET; THENCE SOUTH 89 DEG. 28' 33" WEST, 290.40 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. & M., BEING MORE PARTICULARLY DESCRIBED. AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 32, BEING IN THE CENTERLINE OF GARNER LANE; THENCE ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER AND THE CENTERLINE OF GARNER LANE NORTH 00 DEG. 00' 04" WEST, 1099.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE AND SAID CENTERLINE NORTH 00 DEG. 00' 04" WEST, 75.00 FEET; THENCE LEAVING SAID WEST LINE AND SAID CENTERLINE AND PARALLEL TO THE NORTH LINE OF SAID SOUTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 32 NORTH 89 DEG. 28' 33" EAST, 290.40 FEET; THENCE PARALLEL TO SAID WEST LINE NORTH 00 DEG. 00" 04" WEST, 150.00 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 32; THENCE NORTH 89 DEG. 28' 33" EAST, 290.40 FEET ALONG SAID 'NORTH LINE; THENCE LEAVING SAID NORTH LINE SOUTH 00 DEG. 00' 04".EAST, 225.00 FEET; THENCE SOUTH 89 DEG. 28' 33" WEST, 590.00 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM A PORTION OF THE SOUTH ONE-HALF OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 1 EAST, M.D.B. &'M., BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH ONE-QUARTER CORNER OF SAID. SECTION 32, BEING IN THE CENTERLINE OF GARNER LANE; THENCE ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER AND THE CENTERLINE OF GARNER LANE NORTH 00 DEG. 00' 04" WEST, 1024.02 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE AND SAID CENTERLINE NORTH 00 DEG. 00' 04" WEST, 75.00 FEET; THENCE LEAVING SAID WEST LINE AND SAID CENTERLINE AND PARALLEL TO THE NORTH LINE OF SAID SOUTH ONE- HALF OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 32 NORTH 89 DEG. 1998-0055397.TIF (2544330W tiff) [4] DESCRIPTION - CONTINUED 28' 33" EAST, 580.00 FEET; THENCE PARALLEL TO SAID WEST LINE NORTH 00 DEG. 00' 04" WEST, 225.00 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTH ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 32; THENCE NORTH 89 DEG. 28' 33" EAST, 145.20 FEET ALONG SAID NORTH LINE; THENCE LEAVING SAID NORTH LINE SOUTH 00 DEG. 00' 04" EAST, 300.00 FEET; THENCE SOUTH 89 DEG. 28' 33" WEST, 726.00 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM LOTS A AND 1 THROUGH 17, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY 'OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 30, 1997, IN BOOK 142 OF MAPS, AT PAGE (S) 7, 8, 9, AND 10. GREGORY. A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 915926 (916) 894-5719 Structural Calculations For: AR fk.y '*No. C 21283 REN. F CN �C. LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20'ft. P = .72 * 1.3 * 14.5 * 1.0 =.0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 = .O l 0 ksf. @ 20 ft. P=.72*1.0*14.5*1.0=.011 ksf. @25 ft. P=.76* 1.0* 14.5* 1.0=.011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62* 1.1 * 14.5* 1.0=.010 ksf'@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft. P =.72 * 1.1 * 14.5 * 1.0 =.012 ksf@ 25 ft.. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft. Seismic Analis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls J R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @- plaster and gyp. bd. shear walls R 4.5 Gravitv Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf..live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; J 10 psf @ exterior walls with 1 -coat stucco or siding L..1 22-141 it 50 SHEETS annw+n 22-142 A� 100 SHEETS 22-144 HEETS- 200 SHEETS- ti �n o -- N • �� A . . .. i� � o v$' •mss �� ^ `"�'c��ea./'�'�`' , • ... • .� 9/gni ;. N N N �J �, o � .20, o � � , � � p � � •2 j, o W W Wxx //� Ret R� ...///��� ' 022 N C4 / t C4 04 C 4 • /?mss (�z�/Z :�� zZ/z> C Y,g�; .�,�� � = � /,i� �. o,q �I-I W WW W WW IA U, VI Inco - N N d � � r N N N N N N P.� -01 22-141 50 SHEETS 22-142.100 SHEETS 22-144 200 SHEETS O -01 22-141 50 SHEETS 22-142.100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS arvivau 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS 22-142 100 SHEETS .22-144 200 SHEETS J' NA S r 22-141 50 SHEETS 22-142 100 SHEETS 22-144. 200 SHEETS . o � r 22-141 50 SHEETS 22-142 100 SHEETS 22-144. 200 SHEETS ...,o • _� . .. � r' .. '. a .. N N N W W W W W W xxx N N N O O O n!O �N C4 it av^ Arr N N N A -tet f6 /7 av Gj - l ) o 1 z .s C aYdd C zYoo) . 39Y [ I^�`�R'Ov,�. odd [ (/. W W W W W W - xxx N in IA coo W O O �r n a• v.a N M M C4 C4 w 3 -bol 13,5V o .of . 7_r) iii . +• , -� Qz j ! r . Q27ci C 17/20, 90 ctrl y 6510 , 3f 05— le I 5. /,s Oo zyod 125' r,' d. g -e -s 3 o O . Iz- 3 � ` s r5'>7 y Vv. 22-141 50 SHEETS ai�vwo 22-142 100 SHEETS • 22-144 200.SHEETS . Vv. r n 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Tit1-e`. -.::.':....'-The McGuire Residence` k ` Date "% 11/02/99 13:15:24 Project Address........ Lot 61 Pheasant Landing *******' Chico *v5.00* Documentation Author... Marty Runnells ******* B ing Per t Energy Calculation Services !l-1 1907 Mangrove Avenue, Suite E P an C ec Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99299S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 2989 sf Single Family Detached New Front Facing 329 deg (NW) 1 1 Slab On Grade 17.1 % of floor area 0.65 Btu/hr-sf-F 0.68 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-4 R-17 0.063 PLAN FRONT, LEFT BACK, BACK LEFT BACK RIGHT, RIGHT Wall n/a R-13 R-n/a R-13 0.088 TO GARAGE, KNEE WALL Door n/a R-0 R-n/a R-0 0.330 TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR SlabEdge n/a R-0 R-n/a F2=0.500 TO EXTERIOR FENESTRATION Over - Area U- Interior. Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 12.0 0.650 0.680 Standard Standard %""� Yes Window Front (NW) 6.0 0.650 0.680 Standard Standard_ Yes Window Front (NW) 12.0 0.650 0.680 Standard Standa i Yes Window Front (NW) 6.0 0.650 0.680 Standard Sta Yes Window Front (NW) 30.0 0.650 0.680 Standard S ! 'Yes Window Front (NW) 6.0 0.650 0.680 Standard Yes Door Front (NW) 20.0 0.570 0.650 Standard a Yes Window Front (NW) 6.0' 0.650 0.680 Standard a Yes Window Front (NW) 25.0- 0.650 0.680 Standardfandard aard None Window Front (NW)-�-9.8. 0.650 0.680 Standard 1Wandard None Window Front (NW) 30.0 0.650 0.680 Standard p` Yes Window Left (NE) 25.0 0.650 0.680 Standard Standardb- Yes Window Left (NE) 10.0 0.650 0.680 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 P CF -1R •Pro�ect Tit:le:•�:..:�.r.ia..c:?•The•{McGuire+i'Residence =+Y __' `5t - ^Date�:'1�1/0.2�/99 1=3;_1:5_.24 ..-. MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal Equipment Type Gas ACSplit Tank Type Storage FENESTRATION Tested Duct ACCA Area U - Orientation Over - (sf) Value Window Back (SE) 20.0 0.650 Window Back (SE) 48.0 0.650 Window Back (SE) 25..0 0.800 Window Back (SE) 2.3 0.650 Window Back (SE) —63.0, 0.650 Window Back (SE) 28.0' , 0.650 Window Back (SE) 12.0. 0.650 Window Back (SE) 48.0 0.650 Window Back (S) 12.0. 0.650 Door Back (SE) 17.0 0.570 Window Back (SE) 30.0 0.650 Skylight Horz None 4.0 0.800 Skylight Horz 4.0 0.800 Equipment Type Gas ACSplit Tank Type Storage FENESTRATION Tested Duct ACCA Thermostat R -value Leakage Over - D Type Interior Exterior hang/ SHGC Shading Shading Fins 0.680 Standard Standard Yes 0.680 .Standard Standard Yes 0.670 Standard Standard Yes 0.680 Standard Standard .Yes 0.680 Standard Standard None 0.680 Standard Standard- None 0.680 Standard Standard Yes 0.680 Standard Standard Yes 0.680 Standard Standard Yes 0.650 Standard Standard Yes 0.680 Standard Standard Yes 0.730 None None None 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 2989 HVAC SYSTEMS Minimum Duct Efficiency Location 0.780 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Heater Type Distribution Type Gas Standard REMARKS Number Tank in Energy Size System Factor (gal) External Insulation R -value 1 .58 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ' • 'Proj ect�' Ti�tles�k: .: ': %.^-: ! .yt•� The'-tM'cGuire�.rRes•�dence - � � �'° =�: Date�:=:--11�/02'/99 1k3 : •15:2.4 .�-- MICROPAS5 v5.00 File -99299S Wth-CTZ11S92 Program -FORM CF -1R- User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal COMPLIANCE STATEMENT "This" certdficat'e- of• Fcompliance 1istis•-the -building -features; and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to.be built in multiple orientations, any shading feature that is varied is indicated in, the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Name.... Marty Runnells Company. Architect Company. Energy Calculation Services Address. 383 Rio Lindo Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Chico, CA 95926 Phone... 530-A94-5719 Phone... 530-894-8466 License. Signed.. t Signed.. - Wael7lly a e ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project- Titles::....... -The -McGuire Residence Date:. -11/02/99•-13:15:24 P t Add L t 61 Ph t L d' ******* rojec ress........ o Basan an ing Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit -79 Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Daae Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless -of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown.elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. f 150(b): Loose fill insulation manufacturer's labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. P/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control ✓ 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project ..a.: The -McGuire •. Residence. Date., .11/02/99 .13.:.15:24! MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ✓. 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓"' 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation QIR pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Pr.o,j.e.c.t Title-. �:�...:�:. a . �: The: McGuire :Residence .:Da.te*..:,1.1,/,02,/99: 13 .:115 . 24 MICROPAS5 v5.00 File -99299S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to'the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire-with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project• Ti-tle;:;..:::..... The McGuire -Residence...., Date..1-1•/02/99t-13:15:24- dd h ******* Project A ress........ Lot 61 P easant Landing Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Che—c Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone. . . .. .. . . . . 11.. ... . . I . . t , - _ Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal — MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 18.81 18.42 0.39 Space Cooling.......... 12.55 12.72 -0.17 Water Heating.......... 9.53 8.67 0.86 Total 40.89 39.81 1.08 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2989 sf Single Family Detached New Front Facing 329 deg (NW) 1 1 ReducedYear Slab On Grade 1 28945 cf 2989 sf 17.1 % of floor area 0.65 Btu/hr-sf-F 0.68 9.7 ft BUILDING ZONE INFORMATION Floor # of Vent Vent- Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2989 28945 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title .........,...... The. ,McGuire :,Residence .. • , Date. .11/02/9.9•13:15:24 MICROPAS5 v5.00 File -99299S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal OPAQUE SURFACES Area, U- Insul Act . . Solar , Form 3 ._Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 515 0.063 17 329 90 Yes WALL.R13.R4 PLAN FRONT 2 Wall 140 0.088 13 329 90 No None TO GARAGE 3 Wall 81 0.088 13 329 9U --Yes None KNEE WALL 4 Wall 528 0.063 17 59 90 Yes WALL.R13.R4 LEFT 5 Wall 554 9.063 17 149 90 Yes WALL.R13.R4 BACK 6 Wall 15 0.063 17 119 90 Yes WALL.R13.R4 BACK -LEFT 7 Wall 15 0.063 17 179 90 Yes WALL.R13.R4 BACK RIGHT 8 Wall 21 0.088 13 149 90 Yes None KNEE WALL 9 Wall 248 0.063 17 239 90 Yes WALL.R13.R4 RIGHT 10 Wall 302 0.088 13 239 90 No None TO GARAGE 11 Door 18 0.330 0 239 90 No None TO GARAGE 12 Roof 2346 0.031 30 n/a 0 Yes None TO ATTIC 13 Roof 219 0.031 30 329 29 Yes None VAULTED 14 Roof 264 0.031 30 59 48 Yes None VAULTED 15 Roof 264 0.031 30 239 48 Yes None VAULTED PERIMETER LOSSES Length F2 Insul• Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 16 SlabEdge 263 0.760 R-0 No TO EXTERIOR 17 SlabEdge 51 0.500 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 12.0 0.650 0.680 329 90 Standard/0.76 Standard/'0.68 2 Window Front (NW) 6.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 3 Window Front (NW) 12.0.0.650 0.680 329 90 Standard/0.76 Standard/0.68 4 Window Front (NW) 6.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 5 Window Front (NW) 30.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 6 Window Front (NW) 6.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 7 Door Front (NW) 20.0 0.570 0.650 329 90 Standard/0.76 Standard/0.68 8 Window Front (NW) 6.0 0.650 0.680 329 90 Standard/0.76 SF-andard/0.68 9 Window Front (NW) 25.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 10 Window Front (NW) 9.8 0.650 0.680 329 90 Standard/0.76 Standard/0.68 11 Window Front (NW) 30.0 0.650 0.680 329 90 Standard/0.76 Standard/0.68 12 Window Left (NE) 25.0 0.650 0.680 59 90 Standard/0.76 Standard/0.68 13 Window Left (NE) 10.0 0.650 0.680 59 90 Standard/0.76 Standard/0.68 14 Window Back (SE) 20.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 15 Window Back (SE) 48.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 16 Window Back (SE) 25.0 0.800 0.670 149 90 Standard/0.76 Standard/0.68 17 Window Back (SE) 2.3 0.650 0.680 149 90 Standard/0.76 Standard/0.68 18 Window Back (SE) 63.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 19 Window Back (SE) 28.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project. Title:.,. The. McGuire ResidenceDate..11/,02/99 13:15:24 MICROPAS5 v5.00 File -99299S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal FENESTRATION SURFACES Area. U- Act Exterior Shade Interior Shade. Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 20 Window Back (SE) 12.0 0.650 0.680 119 90 Standard/0.76 Standard/0.68 21 Window Back (SE) 48.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 22 Window Back (S) 12.0 0.650 0.680 179 90 Standard/0.76 Standard/0.68 23 Door Back (SE) 17.0 0.570 0.650 149 90 Standard/0.76 Standard/0.68 24 Window Back (SE) 30.0 0.650 0.680 149 90 Standard/0.76 Standard/0.68 25 Skylight Horz _ 4.0 0.800 0.730 329 0 None/1 None/1 26 Skylight Horz 4.0 0.800 0.730 329 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 12.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 12.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 n/a 4 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 30.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.0 n/a 6 7 .33 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 n/a 6.67 7 .33 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 n/a 6 7 .33 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 25.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 10.0 n/a 1.67 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 48.0 n/a 8 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 25.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 2.3 n/a 1.5 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.0 2 6 6 .33 14 2 n/a n/a n/a n/a n/a n/a 21 Window 48.0 6 8 12 .33 12 4 n/a n/a n/a n/a n/a n/a 22 Window 12.0 n/a 6 13 .33 n/a n/a n/a n/a n/a n/a -n/a "n/a 23 Door 17.0 n/a 6.67 14 .33 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 30.0 n/a 5 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2989 COMPUTER METHOD SUMMARY Page 4 C -2R Project•Title..•'.:...... The McGuire Residence Date..11/02/99 13:15:24 MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal REMARKS HVAC SYSTEMS " Minimum• Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.780 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic _ R-4.2 No No •0.645 WATER HEATING SYSTEMS Number Tank- External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .58 50 R- n/a REMARKS CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The McGuire Residence Date..11/02/99 13:15:24 MICROPAS5 v5.00 File -992995 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value 17 Hr-sf-F/Btu Framing LIST OF CONSTRUCTION COMPONENTS Material Name Description Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 0. FILM.EX Exterior air film: winter value l 2 STUCCO.0.88 Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value 17 Hr-sf-F/Btu Framing LIST OF CONSTRUCTION COMPONENTS Material Name Description Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco Total R -Value: 2. R 4.0 RIGID R-4.0 Insulated Sheathing 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 fir 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 4.00 13.00 0.45 0.68 U.1/ 0.17 4.00 3.46 0.45 0.68 16.48 b.y4 Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu HVAC SIZING Page 1 HVAC -Pro jectz- T.i..t:le,.The::M.cGuire>.-Res,idence _D.ate.....11/•0.2:/9.9:::13::15.:.2.4 .. h ******* Project Add L ress........ of 6 1 P easant LA4 an ing Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan -Check / Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone . ::....:.: -1.1 1 - • Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File -992995 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2989 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2989 sf 28945 cf Front Facing 329 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (NW) Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 21184 7611 Glazing Conduction ............... 14371 8021 Glazing Solar .................... n/a 16729 Infiltration ..................... 18304 6015 Internal Gain .................... n/a 2325 Ducts ............................ 5386 4070 Sensible Load .................... 59244 44771 Latent Load ...................... n/a 8954 Minimum Total Load 59244 53725 Note: The loads shown are only one of the criteria affecting the -selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversi.zing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Li D I7pg.z or a o kL IL 0 JK G t1i 1,.� . . ..... ... 7- N� - � , is '000 q- JJ* rr- F>* YS FILnv py 6,r -L- AS 5 Z �S, C.; cor J pPP'ROVED BAe COunty Envlronmental Health -rc 0 C -q cr L. -j } e NT.�i�E �A57' L/.c✓E O� Th�E S%Z o� ��jl MARS S'o • '�Y' 11^\fir (((O � � \ •4 \ � � I- LA Jkl � � � n, o � � \ ) , • , �,� ZIP � �. INo9 ao o 09 g "� a° io 009 Q •° o CA C3 a 11�� s � N y � 09 kA •o2ti\O y oti2 s ,1�I W�� Ov so ,vO°/O 3ol� 2 05 oo' oti b •o AJ O 0/0'30 o o- � C�j � SGB• 33 I G /2 88.77 33 ; /3,45/5 DF N -/0'34Lh NOQ, Q N w w w w a N o o �, o�;I;°• w° `� ,a o (, cV � N ;•„ p V m �' � ,?�+" , ,r: A -'r F. i' �:•�. 1 .. ` �� a $. ,.4 4 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS FOR STANDARD POOL STRUCTURAL PLAN NORTHERN CALIFORNIA (EQUIV. FLUID PRESS. =30,45, & 50 PCF) DESIGN BASED ON CBC 2001 EDITION (BASED ON 1997 UBC) CONCRETE fc' = 2000psi REINFORCING fy = 40000psi (Grade 40) 04/14/2004 01:46:45 PM WADetails\Calcs\100 NC .pdf -- Page 1 of 67 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING December 1, 2004 Bill McGuire 4023 Spyglass Road Chico, CA 95973 Subject: Building Permit — 04-3145 (Pool) The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific"'Pian Xiff(adopted in 1995). This -Plan -r iiresi`haterosion contto1,plans are'required. t-for-anynew-conslruction in this -area However, the area where your property is located has very little potential for erosion. Through working with our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required prior to permit issuance: If soil `is excavated andplaced in such a manner that sediment could be transported across -the property boundary, install silt fencing, straw waddles or other appropriate' �rerosion control measures until sufficient vegetation can be established or the excavated' soil is removed from the property. Should you have any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, IeAQ /anaAdler Assistant Planner 178.2 C> PLANNING DIVISION - BUILDING PLAN APPROVAL Use: jtj ( log fn Parki LoWsaft. Other. Signature: Jej/2 Z2 lid I J N N 0 SUM COUNT`# WlWrij DEPARTMEM., APPROVED IM , Doc No: 7887 1012012004 Name: Mcguire Cont: Owner/Builder F Address' 4023 Spyglass Rd i Chico, CA 95973-7690 � M IIIIIIIVIIIVIIIVIIIIIIIIIII � i� ; s- ase ...,. y':• !�.' .�. •• � Alt I L.—r_..—_—:. £ ��---•tri... t - .'F` IF Sid' PLAN EVIE Subject 4 st . 001 P (notes. Aalgn J. to . �-•�.+'..'.a •`....P•++y!w'r'4i.t•W.M.b- • _.s•r. rs ... ....+rte_ w •... .. ._..._ 4 K UES r..r...n n.r YLhn Sleak': Svl o:53: 35< a a ...... ...... y g� .. y.� y��;�� al MY ? SAW�J. w ' 1 .A TT 01 , �'� Irk .H,°.. _..... m�.aagg ,..$$To k PRECAST RICK 'keg.. ..w...Fd°kFi..3g:��4 OR WIT SK. L 3.PNOTCH umggY F WTAW A ...... ...... y g� .. y.� y��;�� al MY ? SAW�J. w ' 1 .A TT 01 , �'� Irk .H,°.. _..... m�.aagg ,..$$To k p LIVINO AREA: OARAOE: I 20151 S.F. I 1005 S.F. COVERED PORCH: 284 S.F. ✓r WON ON o o w �o .� Ono W �°o O O 00 Oz aiL�"�a0 � pG w 0 U ONO V MCOLARE HOUSE W l-qcl 0 SIX ga,5 A, 4 P.T. SILL N/ 1/2" DIA. x 12" A.B. a 60.0. AND 12" MAX. FROM ENDS N/ 2 "x2 "x3/I6" PLATE WASHERS, TYP. 4" GONG. SLAB N1#3 BAR a 32" O.G. O/ 2" SAND 0/6 MIL. V.B. NAT. z i!i MIN., �• I`�'�IIII11.111ii,, �' #4 TOP 4 Z 41 I1 11 ,i' BOTTOM — � I I ° � .• iii•. !i ... '•" .III, �MV il' I 1i 111 .VIII . •• '1, I) I� i FERI METER FOOTI NO EXPAN51 VE SOIL) APPROVED ANCHORS 32" O.G. IN P.T. SILL 4" GONG. 5LAB N/#3 BAR 0 32" O.G. BOTH NAYS 0/2" SAND 0/6" MIL. V.B. 0/4" BASE d AA a d d c NAT. GRADE 1 I LINE 1, . 11 a Ad 1 j I i� i z� 4 TOP 4 — Q 1 BOTTOM I 2 INTERIOR 1=00TI NG EXPAN51\/E SOIL) P.T. SILL N/ 1/2" DIA. x 12" A.B. 6' O.G. AND 12" 'MAX. FROM ENDS N/ 2 "x2 "x3/I6 PLATE NASHER5, TYP. - 4" GONG. 5LAB 1^1/#3 BAR ® 32" O.G. O/ Z 2" SAND 0/6 MIL. \/-B- 0/4" BASE :F:INISH O RADE d �6• SII 1 NAT. ORADE/ a #4 TOP ff BOTTOM (�1 I 1 I 1211 3 GARAGE FOOTING I" = I'—O" (EXPAN5IVE SOIL A35 a 4'—O" O.G., �TYP.. U.O.N. SOLID BLOGfGIN - l I SHEAF - SEE Pl SAVE DETAIL . co 44 IL eV i ` ...W'D a � ter- t L N 4�I.--- Ik �1 i r Y�J I F- a a i p iL r i 9. ;f Y t - . co 44 IL eV i ` ...W'D a � ter- t L N 4�I.--- Ik �1 i r Y�J I F-