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HomeMy WebLinkAbout017-260-16711-41-167. STEVEN MORRIS 7 l �° .films Slut Dr; -Chico""- - -'� ____ ContR: Silver Plume Stonewor � Permit#2874-89B,P,E(new garage) g� 11=41-167 y� ContR: Silver Plume Stone Works Permit 2924-89B;P-,E;N new single Kmil • - 4' �'16� 05-1174 MORRIS;: STEPHEN 79 ALM BLUFFS DR, CH1.00 Cont: MCCLELLAND AIR COND REP EX HVAC -(GAS) R i �)3a 8a MOUNT C �� � 1 / ' t I R I l a 1 NOTES RESIDENTIAL oil- leo-1�7 PERMIT NO. 4f 8--i — _ -- -- • _ --- 05-1174 [MORRIS, STEPHEN 79 ALM BLUFFS DR, CHICO Cont: MCCLELLAND AIR COND REP EX HVAC (GAS) t t f j - SPECEAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS, VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER C— m JOB FINALED (Date) Signature R { r r 1 1 SPECEAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS, VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER C— m JOB FINALED (Date) Signature R J = OK 0 = Not OK e = Not Readyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ftJ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg- Frg- Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining .4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK �@ 0 = Not OK Ready RESIDENTIAL (Single & Duplex) = Not Applicable =Nat Re . 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) .OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26, Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 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 AFlue-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 -Botts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infikration-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.1.)-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 InstldJDrive O Yes O No/Walks O Yes O NcAanters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51174 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 05/03/2005 APN: 011-410-167-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect Site Address: 79 ALM BLUFFS DR CHI License Class : License Number: Map Index: Date: Contractor: Description: replace existing hvac in basement (gas) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following, reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MORRIS STEPHEN &BARBARA 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 79 ALM BLUFFS DR the Contractor's State License Law (Chapter 9 commencing with Section CHICO, .CA 7000) of Division 3 of the•Business and Professions Code) or that he or 95928 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 Applicant: MORRIS, STEPHEN &BARBARA 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 79 ALM BLUFFS DR sale. If however, the building or improvements are sold within one CHICO, CA year of completion, the owner -builder will have .the burden of 95928 roving that he or she did not build or improve for the purpose of (530)893-0849 f� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: MCCLELLAND AIR CONDITIONING, INC pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article f the Business and rofessions Code & 801 MARAUDER ST. Date. Owner CHICO, CA 95973 (530) 891-6202 - ORKERS' 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 License #: 345121 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 Architect: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer: Carrier: Policy #: Total Square Ft: 0 S. F. V/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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolution do ork indicated above for which fees have been paid. 5-3-6- Name: By Date: U PERMIT EXPIRE 0 J' 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. - aterials_❑' 0 'Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the ubstan f any official form oidmntof Butte County.. I hereby authorize representatives of Butte Countytoenterup(on the above mentioned property for inspecti p os (Ar (�lirLt"f F - 1b -Y f l s Si nature.`Print Name:ru 9 b ` - Date: Owner CIContractor ❑ Agent for Owner [3 Agent for Contractor RE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.netldds **PLEARF. PRTNT CTXART.V** ]14% Ann _ OWNER CONTRACTOR Last Name �,A o r r t 5 1 First Ndme P, 0_o- arcs Address _J_ 14�_LM Zlp�s�a City 6p) U State n Zip R� a Phone 3 b - '�5 q 3 - E-mail Fax E-mail Class APPLICANT NAME CONTRACTOR Name Address ( „ City Zlp�s�a State Zip Phone O q l c D Fax E-mail Fax Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City L, Cts Address Zlp�s�a City Fax State Zp Phone Book Fax E-mail Planner State License Number APPLICANT NAME Name A V1/1 K L 18 Address ql n_L� City L, Cts Staten A Zlp�s�a Pho b I colp Fax E-mail' APPLICANT r. MINOR )�M For office use only: Zoning Property Address -N A-Lvn 8 L11A tire. Flood Zone Cross Street j. p a -n Lis h -a-+4e� jrLe_ SRA I Yes I No Occ. Type Const.. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K•%Gr1RPA4Z\RI III nimr. Fr1RMS\R1doAnn1SubRomts.doc PERMIT NO. )-P>-- 111 BIN # LOCATION AP# �r t , r„ o� Property Address -N A-Lvn 8 L11A tire. City Giit.t o Cross Street j. p a -n Lis h -a-+4e� jrLe_ WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage u btructure built wimout rermlts O 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 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. Receiv d by: Amount: Bldg �='W_ SRA Receipt #�, ^� Sheriff SMIP !�5 Other Date. J Total Paqe 1 of 2 REV 2-24-05 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. ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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 engineer. ❑ 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).. 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. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 K TORMSMILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 )0?4 d1A r //V4 dv� �G a -T • ti L'f7/may ® ' 3 S�� S�fi� j���tiy Oil - �� r� •., j. CJi-• /jG,ay�,c� G1 C�� (.��.,° yL t,L� �, � _ 'C!%tar�,'l��`' 7c✓ ��./ /il IG f r • ' F f -Z- 7,6 •90 /UTA4-, U--,� . e,, � r fru . A. 4fFas Tom: U. ate", , LI-Z?-�/D /4ppr6'.0 ec� A i?,S -4 cav►,-- .�a l S q2�+ bB,P,E,M or.auiT Nn_ _ N (S F expt�"s to -31-90 -ep gbrf,% OWNER STEVEN MORRIS Silver Plume Stone Works CONTR. 11-41-167 ASSESSOR PARCEL • alms Bluffs Dr, Chico LOCATIO Ga 1 X�►'r UA G LT HOusf w �2�1GvweQ r`'"'`, ��� • � . �`�.�vh f z •28 � 9 )-I-z--Cf0 �' % _ Ste. 3 1 j Zz✓- f Va, v �, c.� Ok * C 5..I Temp. Power Pole Called PG&E_ Temp. El P.. Se^''-^ Called PG! Temp. Gas Ser Called PG! JOB FINALED Signature C f = OK 0=Not OK - = Not Applicable = Not Ready +A MOBILE FOMES V13 "MISCELLANEOUS x " !. Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements \ 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch . 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -61 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -61 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -131 .- , - Date 3. Gas; MH Test -Demand -Valve -Connector K, i . _ 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s �. 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enc losures-Panel boards -Ins. to Main in Conduit Card -131 Date Card -61 Date Card -131 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test h tT � �" 7 C,e•E '�" Card -131 Date Card -B1 Date Card -131 Date Card -81 Date 4. J 0 Nbt 0* '`- Not Appligable = Not Peady RESIDENTIAL (Singleland Duplex) //`Z -U �j% ej& Date UND L OR (Plans) OK except #'s if1 q4o /0 -tA-b o � g -Setbacks;- Easements- 56od-Slope 5 Ag U,jg ;.: 2 -fig., Main; Soils-Steel-Ele rnd.-//ZT/" Ftg. bepth 3. FtgyF&rage; Soi!A=Steel-/ P' Ftg. Depth gyPorc Decks; Soils-Steel-//1y-/"Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall-Fittings-Tes way(XO'-Sewer Test 10. a Pipe; Size -Anchors 1 ater Pipe; T Anc ors-Regulator-Service'Test 12. Electric; Underground 13. Plenums & D s; Clearan -Material-Supprt-Ins. 14-S' s -Anchor B ts-Joists-Vents-Cripples 15. IrA61atiorl Card -131 /3 Date Card -B1 Date Card -131 L1,6 Date /Zo-f9 Card -B1 Date Date PLUMBING (Permit) OK except #'s (TjRrW.a,(er Ht. Vent -Access- on -Baffle 1 ater Pipe; T nchors-Nail Protection TeslAnIngs & Anchors -Nail Protection - c(- 1 hower Pan; Test, First Floor -Tub Access 0. Tosf Tub & Shower, 2nd Floor -Tub Access 21AGas Pipe; Size & Anchors Card -B1 7Y9 Date Card -131 Date Card -131 Ud DateS-1 -qb Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. F u & Transformer Clearance -Ins. Protection c. Receptacles Spacing -Lights & Switches at Doors 2 e Boxes & No. of Conductors -Stapled o x Installed Close to Edge of Studs & C.J. p. Ground made up w/Mech. Fasteners -Bond Gas & Water 2 A pliance Circuts in Kitchen & Conductor Size/G.F.I. 2 ' ubfeed Wire Size`r9a. Cu �( AiA . Wire Size/ /g3. � Cu g/k 29,SKnge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No e -Riser Conductors & Ground -Main Disconnect 3 ip. Clearances Panels-Motors-Mech. Equip. 3 . C�thes Closet Light -Shower Light -Spa Light moke Detector Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Date MEC ICAL (Permit) OK except #'s 3 . Ducts Insulation & Support CMA-ent Fan; Exhaust above insulation X136: Condensate Drain & Overflow; Size & Grade yc�37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet i1 ZS_AUt,_Access & Platform if Furnace in Attic ' Card -131 Date Card -B1 Date I Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 3 . Sills, Proper Material & Anchors 4 is Studs -Nailing, Spacing & Bracing—Plates-Sound 4 aring Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) re Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Date FR ' ING (Continued) gers-Post Caps -Anchors -Connectors CI . J ist-Rftr. Ties -Purl in -Roof Br rus hthng.-Rfng. ire a .Ties or Type A Flue- place T oat Clearance ` Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4"c!9dr :Windows or Exiting Doors -Sill Hgt. & Dimensions 5 arage Fire Protection Framing Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage -3rd story, 2 exits 4153. S airs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer a( 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic 58Athear Walls; Nailing -Bolts S acs 59. Insulation-Walls-Clg. - 60. Infiltration -Wal Is-Wndws Card -B1 Date2-,13_1oCard-B1 Date Card -131 Date an5 -B1• Date Date FIN (Plans K exce t'#` xt s)Door i eli h otec andings e Detector urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 60"ODdroorD,Exitina �-�ixtures & Tub Access -Spa Trim & oanel: Breaker Sizes-I-dbels Fireplace or Stove; Clearance rth lec. Outlets at Wood Panel; Int. & Ext. 7 rt. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71L,Eqc. Outlets & Receptacles at Kit. Counter Fire Door; Swing -Landing -Closer 7 ct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air- ector .V.- JA Garage; Above Floor-Mech io Plb., Elec. & Mech. Equip. Listed for Location 7-Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. nsulation-Foam-Looked in Attic ❑ Yes 786-6aerd Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80oo5allowing instld.; Drive ❑_Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 8o; Brown -Finish A.C. Unit; Disconnect, Electrical, Plumbing aselints Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 6d..Ullatef Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground elation throughout House Glass Protection orrections from Previous Inpections - 8t.:0<0- Mete rsged; Gas -EI ric er & onnected to a e HD Approval Energy Compliance Certificate -Other Certificates 9&, Roofing Certificate Card -131 Date Card -131 Date Card -B ate^ 3o,ydCard-81 Date Card -B1 Date P-51 -T4PCard-81 Date Comments at Final: (NOTE: An entry must be made each time you visit iob sitel COUNTY OF BUTTE ti.. DEPARTMENT OF PUBLIC WORKS , r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 5,38-7541 747 Elliott Road, Paradise— Phone: 872-6307 - CORRECTION NOTICE MO 2I-CS'5 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and shoA be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matttter�r need additional explanation, please contact this office immediately. S 91 v��-Pev1j • 1 " a "" v5� r A f Po o I tom//M - Sue. MAM 4 --'MAX-- S " S`AP GAP -AGC rk�� �( FC Pl�o�2cr . At 1- 2�cfZPTi�C2S. GAS el fl Arc' , —,ecu — ut ffm ppl U Date_ c9 -ZI C1 Inspector x-,,lc�a9W5�a•.Q",T`p'-�.+v. .nc-:•:yT"fF,,;�,..�p'•'�.w'M'+`:.. 3 .. ,. _ _ y s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile =- Phone:, 538-754.1 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. > `qa A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office immediately. r. ..K1 .-.'r .. ., _ S, D _' L Inspector h �►✓� Date �- 96 �.':j-'.`'+r'�r".-�!"�-i��c .z+�.,,.F�+tstii�,,,+pr,,:'�::r•rad..,,,_,;;�..L�.�r---�"�`-1y�v�'+����4'.�rr�=:w COUNTY OF,BUTTE 5 DEPARTMENT OF PUBLIC WORKS ' . i 196 Memorial Way, Chico— Phone%89.1,2751, .... . 7 -County Center Drive, Orovi Ile — Phone: 538-7541 1 1 ' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE N►���;� a4ati- �9 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction f work is completed. If you have any question pertaining to this matter, or additional explanation, please contact this office immediately. fJ✓�d�-Q �•�. � 2N� S-�D �w• r00 �• .r .a p yn J IF Inspector. Date 2 / COUNTY OF BUTTE . :S DEPARTMENT OF PUBLIC•WORKS t • 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Oroville — Phone: 538.7541 • 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER U- T NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r 5_/"Ax `4z"'//r 7 Ertl! t,✓c% '�2 4 c% sE D`l A"Q Bbl. S7 .Inspector. /� I ,A Date • F L V [EHOHEE Ma 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 adz— Ap (916) 872-0254 FAX (916) 872-9331 County of Butte February 23, 1990 Building Department 7 County Center Drive Oroville, CA 95965 Project: Morris Residence - AW Bluffs Drive, Chico Subject: Beam to Post Connections The contractor had provided connections of glulam beams to wood posts by installing a 5/8"Y x 12" lag bolts at ends of beams to top of posts - bolt running parallel to grain of the post. This method of securing the beam to its position provides structurally a better connection than the "usual" toe -nailing in addition to meeting. the aesthetic requirements of construction. In conclusion, based on the above and the fact that the plans provide for ;special connections where transfer of lateral forces occur, I support the ;method of beams to posts connections the contarctor provided. 'If you have any further questions, vuease call•'this office. Co: Michael Hassig, AIA Dev Kerena, Contractor Sincerely yours Frank L. Tyukos RCE 32434 v���i :q)4�l 1� IL 1L 1 L IL ID � O � 4j ►� �G IL A S " II �I IC 185.hum bold t avenue -chi co caIifornia-95928 -(916)894- 0344 August 20, 1990 To Whom -It May Concern: This letter is to verify that all the sandblasted glass for the doors inside the house, other than cupboard doors, are laminated safety glass. Sincerely, Steve Wakefield Wakefield and Sons Glass, Inc. I-V CERiIFICATEOF .N,pTE OF TIM AITC U A - C G n W � m 2 0:1 ED ICEISEI CONFORMANCE s /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the,AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued'Laminated Timber, and 'that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. t JOB NAME: JOB LOCATION: Redding, CA ► CUSTOMER'S ORDER NO. 5356—A DATE 11 116 1 8 51NFGWS ORDER NO. 18530 Members have also been manufactured,tto the -more restrictive rovisions of P.S. 56-73. SIGNATURE sh� ..0 COMPANY TITLE Quality Control ADDRESS_ Riddle, OR Riddle Laminators 0 DATE 11/27/89 - AI TC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system In effect at said plant is periodically inspected'and verified 6y the_Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said 'company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 63694 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEIVED DEC - 1969 ;ELLER LBR. SALES © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION The glulam members of the job covered !�y this certificate are stamped 4vith one of the following type quality marks. Each qualified plant has an. individual qualification designation. The designation "P-143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illustration. A TYPICAL CUSTOM PRODUCT QUALITY MARK P-143 AITC designation of qualified licensed plant QUALITY p ANSI/AITC ` INSPECTED A190.1-1983 Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which 'is periodically inspected by AITC Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber A TYPICAL NON-CUSTOM-'.PRODUCT'QUALITY MARK USE,_ dente nation o structura use, dei - nated by symbols: B -simple : - ah, bending member; t,— compression member; T—tensioh mem- _�er::+LB—continuous or cantilever span -A RC H bending member Designates appearance grade. IND— P-143 Industrial. ARCH—Architectural. PREM—Premium SPECIES \ AITC designation of qualified licensed �I plant and wet -use adhesives. When ds addeadhesives 'are used, the letter QUALITY ® 000-00 00ITF-XX INSPECTEDName of wood species used ANSI/AC Aim 1--1983 Designates Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC • specification for example Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber applicable AITC laminating and combination symbol; "117-85, 24F -V3". ► For custom products, the details covering the prsaduct.3re included in applicable documents. 10 For non -custom products, essential details are included on fhe siamp:_%- 13 � s3'�s ,� � ��� .. ��� � �� /z-7 �:- � ���- �y G �-�� � 9 ?�y s �, CERiIFICATtOF \1\)TE OfMINP 1 N U C A Cr C7 iTc z J riED C 0 N F 0 R M A N C E IHE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon, which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. „ - The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. 17 JOB NAME: JOB LOCATION: Redding, CA s CUSTOMER'S ORDER NO. 5356—A DATE 'll/16/otvIFGR'S ORDER NO. 18530 2Members have also.been manufactured to the more restrictive " provisions of P.S. 56-73. SIGNATUREJ67�' COMPANY TITLE Quality Control ADDRESS Riddle.., OR Riddle Laminators 4 DATE 11/27/89 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which Comply with applicable provisions of said Standard, that .the.adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at`said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 63694 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION . ECEIVED �. DEC - 41989 KELLER LBR. SALES Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION The glulam members of the job covered tsy this certificate are stamped with one of the following type quality marks. Each qualified plant has an -individual qualification designation. The designation "P-143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illustration. A TYPICAL CUSTOM PRODUCT QUALITY MARK oua�iTr o INSPECTED Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC P-143 AITC designation of qualified licensed plant ANSI/AITC A190.17-1983 C - Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber A TYPICAL, NON -CUSTOM PRODUCT QUALITY MARK USE Identification of -structural use, de nated by symbols: B—simple span bending member; — compreasion m8mber; T—tensioh mem- ber: CB—continuous or cantilever span AR C H , bending member Designates appearance grade. IND— P-143 Industrial. ARCH—Architectural. PREM—Premium HI 1 U 1 SPECIES AITC designation of qualified licensed plant and vvet-use adnestvus. V—jucrr -. dry -use adhesives are used, the letter :QUA® 000-00 oo^�_XX D is added /kINSPEJCTED ANSI/AITC Name of wood species used A190.1-1983 Designates applicable AITC laminating specification and combination symbol; for example: "117-85, 24F -V3'-' - l Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber i For custom products, the details coverirlg the p'rodud are ncluded iri applicable documents. ► For non -custom products, essential details are included on the stamp. • Owned �44� Permit i 1 ENERGY CERTIFICATION LOCATION / A.P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL L -/ED C0t1::, BRAND NAME JJ THICKNESS THERMAL RESISTKNUE - (R VALUE) EXTERIOR WALL MATERIAL Fiberglass 1 BRAND NAME Certainteed THICKNESS ' 1 THERMAL RESISTANCE (R VALUE) 1 CEILING BATT OR BLANKET TYPE BRAND NAME Certainteed THICKNESS THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE INSUL-SAFE I= BRAND NAME Certainteed THICKNESS THERMAL S A C A E FLOOR, ELEVATED MATERIAL FIBERGLASS BRAND NAME CERTAINT THICKNESS THERMAL RESISTANCE l FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCEJR VALUE) WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy. Requirements. SHASTA -INSULATION #530235 a RM N EP ER STATE CONTRACTOR"S LICENSE NO. I hereby certify the above insulation and all required items as shown on the, Building Department approved plans and attachments have been installed as required by the State of California.Energy Requirements.. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FI-E/OWNE(P ASE PRINT). SIGNATURE OF GENERAL CONTRACTOR/OWNER -----------��-7 �7-----------=----- STATE CONTRA ORYICENSE.NO.. ---------- --- -------------------- ATE This certificate must be on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY 1984 COUNTY OF BUTTE.- DEPAR_ MEI fOF PUBLIC s 7 County Center Drive - Oroville, California 95965 - Telephone: APPLICATION AND PERMIT WORKS PERMIT NO 916/538-754. G� ASSESSOR PARCEL NUMBER ZONING SR BUILDING PERMIT OW e eve rr TELEPHONE S - SO. FT. OCC. BUILDING VALUATION !fz,< OWNER'S MAILING ADDRESS 6.2 v c0. a e f (,s'7� P C� S7D CONTRACTOR'S NAME TELEPHONE e— S or o Sb o p CONTRACTOR'S MAILI G ADDRESS ©Ci (� Fireplace a 300 CONSTRUC N ENDE UNKN 7w // Total Valuation $ 3Q� cc) Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 3 2 1o.50 Energy Plan Checking Fee $ -S d)b ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AD RESS 2<7 ! 40r. Permit fee $ 71 PLUMBING PERMIT Filing Fee 10.00 Each Trap ( 2.00 WN C Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME --t ��✓� PARCEL MAP sa Water piping 5.00 �y! Lu/' Each qas water heater or vent 5.00 ()� vJ / USE OF STRUCTURE SF C2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5,00 Building sewer 5.00 < mO Mobile Home S I G I W 10.00e . TYPE OF WORK New Addition //❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: T t f dgo%- ^ _ Permit Fee $ 43,Gd Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service jp0 AMP OR1 OR LESS10.00 o"o-a Main service EA. ADD'L too AMP 2.50 -,Sp CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. �/ d � , / 72^ Classification FlI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.11 OR ADONS. ( ACC. BLDGS. /20sgft 3 a NEW CONSTR.MULTI-OUTLET NON.R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. ' Ex. Occup(ouTLETs OR FIXTURES 20@50 BAL03FIXED APPLNS.0 Ex. OCCup. OUTLETS ((RESIO )REAJ 2.00 r Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.0 0 Permit Fee $ 22,E WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 HeatingQvoo e; and ,sp Cooling 7— 00 Hood 3.00 Ventilation. Permit Fee $ Q Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify eep harmless the County of Butte against all li ies, judgments, co and expenses which may in any wa accrue a nst said ounty in co quence of the granting of this permit Date Signature of Applicant — Owner❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures otver 3 stories in height. Mobile Home nstallation Fee $ Energy Inspe tion Fee c cos PE TOTAL FEE $ HAZ CUA PARK S FLD PAR PD o Is This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which I TD F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees'have been paid. WORKS Date ` /22T� Receipt No. 1 / �Q ,?O 8 S83 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTRY OF BUTTE - DEPARTMENT OF PUBLIC -WORKS- - BUILDING DIVISION % , �; 1P / 7 COUNTY CENTER DRIVE..OROVILLE, CALIFORNT�A 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET Permit No. OWNER Proposed Building Use r Building Inspector4,4 I P Date e1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. ' 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineer d truss details and layout in duplicate (required prior to plan check) 9. ob' ome installation data including manufacturer's installation i ructions . :3.©. ....................................... Fees of $�/ -/� ........................ fo/ z( -8 c a ico Urban Area fees paid ....................................... Par f�es�paid.................................................. Sc of District fees paid . i a 1J 819 G agitation approval from ' Health Departme 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW sl 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to ' N Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Q�23. Recorded copy of Agricultural Acknowledgment Statement ......... _e2EE�2• f UZMIT 25. Letter of sZ' atu�re Otho izat on .. 6 7. When you issue the per mit, process as follows: Mail to owner. Mail to contractor. l/ Telephone X!7_ -0L/5-3nd hold for pickup at soffice. Deliver w/inspector. Other i Applicant, f Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted ri r o e flit i suance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contracto KIEsign r caner was advised of above required data by_pho _�_counter byV4 17. date 8 Contractor, designer, owner, was advised of above required data by_phone_mail�counter by date Plans checked by Date Plans approved by Sets of plans on hold in . File cabinet AP folder ,96--61A-2FRVAA) M -5z( t Copy—DPW i . s Date TO Building Department FROM: Environmental.Health }. SUBJECT: Sanitation Clearance y Owner Location. 'AP# Plan -Approved for: Sewage Disposal Water Supply li Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance forbedroom home. Other CJro- __q_ Date Sa t& an 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 AP /1- -/ b (916) 872-0254 FAX (916) 872-9331 C-4 Iv+ Ca.w Project: Morris Residence - Alm Bluffs Drive, Chico Subject: Beam to Post Connections February 23, 1 The contractor had provided connections of glulam beams to wood posts by installing a 5/8"Y x 12" lag bolts at ends of beams to top of posts - bolt running parallel to grain of the post. This method of securing the beam to its position provides structurally a better connection than the "usual" toe -nailing in addition to meeting the aesthetic requirements of construction. In conclusion, based on the above and the fact that the plans provide for special connections where transfer of lateral forces occur, I support the method of beams to posts connections the contarctor provided. If you have any further questions, please call this office. Co: Michael Hassig, AIA Dev Kerena, Contractor Sincerely yours Frank L. Tyukos RCE 32434 4-1 c::)LL-. my a C o� W Uw L a { 9 BUTTE COUNTY SCHOOLS"DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A. P.' Number ��- y�-/(p / Building .Department No. School District h;�`(o �j 1 JV11 pd- City County Jurisdiction _ V Property Owner ;S1_0_ UP ki Ra i �o `cc n r.rl Project Location/Address glu Subdivision n J® C'cxrohs s Lot Number Residential Development: Sq., Footage # of Living-.MHI Addition (Group R) Units _ Commercial/Industrial: Sq. Footage New Addition (Including Exterior r• , Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) q a - District Id No. goo . ,( (►J> ,� ti'l 10/ School District certifies' that (Applicant Name) (Phone Number) Y� �m i3L U FPS 2 ` . n (Street Address) (City) (State) ('Zip Code) has complied with the requirements of Resolution No. by the payment of representing �ip� square feet. School District Representative Date PAID BY CHECK NO. REMARKS: BANK NO PAID' BY CASH white-applicant,'yellow-building department, pink -school district SCHOOL.FEE (8/88) 1 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER ���% /Vl 0i2 %Zl s A.P. # GENERAL /' S/ G D T S/Z 3 5 ,2 s� 1. Zoning requirements: (sideyards and x Valuation. ,3! Plans signed by designer. ,A'. Energy Design and Compliance. �Y Existing violations on property. Items on data sheet. Fe;65 ©,uLY PLOT PLAN number of permitted living units). G1� Complete parcel size and dimensions. i2'. Setbacks, sideyards, easements, etc. Other buildings or structures. �+! Grading, fills, drainage. Flood hazard. V. Special conditions on creation map or compliance document. ,41 FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). `3! Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). �! Human impact glass (Sec. 5406). . Required room sizes, ceiling heights (Sec. 1207). ,Y." GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. A! Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. .k0: Garage firewall, door size, and closer (Sec. 503(d)(3)). X.1 - 3'0" exterior exit door .(Sec. 3304(e)). �2� Fireplace,and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. /2'.' Floor construction details complete enough to construct building. /3: Elevations and wall construction details complete enough to construct building. /4-. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT.FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). �3� Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOKOUT FOR (CONT'D) Exterior plaster - weep screeds (Sec. 4706). .�5. Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. _.8: Garage door or porch header sizes. A: Adequate bracing. C—A/('p V Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec.'3303 & see Mezannines - 1716). XAttic access and ventilation (Sec. 3205). ; " Underfloor access and ventilation (Sec. 2516). 14. Combustion air for fuel burning appliances. �15. Noise requirements on duplexes. 16. Adobe soils - special foundation design. Retaining walls requiring design. -V/7 -C-7 nusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. G�sT G�S� ��/mss/eq r RovibE �r�CF7E �G¢,clS S��vi�c ALL 12e OW ( aE�.4/L s .WO Sera SVS OESI 6 A `. �� /?9pA( W/Nm S�'e�5-D ,,16-k2 466rTE (BGlGL(TE�/ #��• OA1 AT A17 C I'C, To S � /VD 516"1 Gt/�f-GL E S1716-WS s ars �s,� 126wl? s c- 1 Cc : FGr etiS,XJ6-r--vci,uc • JOB Cao �eeN Compliments of SHEET NO. '� OF 1U CA REALIAN ENGINEERING P. 0. Box 341 CALCULATED BY ,O ` DATE CH 0, CALIFORNIA 95927 CHECKED BY DATE (916) 891-6886 SCALE ._.. ............... Mic AE.L AiLEIN � REALIAN xa ,. CIVIC �lF OF Dpl1���� EXP DATE: 12-31-89 PBDD,aMInces. In &: Has 02411 C7 r �29d�1 Sti wo..,_\� .. .�'. l �1..... .��. _:-(-i ir....:1://'i:_. .., Lail:.t✓F.�:..�...:.��:: �._.:.. �4�:..::2.-T �1:: "'Y :._'�;;.�. C // f GRIFFITH & ASSOCIATES SIMPLE BEAM DOCUMENTATION page 3g-1 MICROBREWERY 1187 bA sbeam DATA HEADER LENGTH 7.80 ft tribwidth= 10.00 ft LL 125.00 psf DL= 17.00 psf surcharge= 20.00 plf R i u ASSUMED DEPTH IN INCHES 13.25 split factor sf= 1.66 w=tribwidth*(DL+LL)+surcharge= 1440.00 plf d=length*12/ 360 = 0.26 inches factor for stress: 100% Fb Fv E #1 Df 1500.00 95.00 1.80E+06 ''single w/increase 1500.00 psi 95.00 psi 1.80E+06 psi BENDING M=w*length^2/8= 10951 ftlbs Sr=M*12/Fb= 87.61 in^3 SHEAR R=w * length/2= 5616.00 lbs V=w*(length-(2*DEPTH/12))/2= 4026.00 n Ar=1.5*V/(Fv*sf)= 38.29 in^2 DEFLECTION QRpFESSIO,V4� /,x. sT C I V �Tf OF wDL 190.00 =(tribwidth*DL)+surcharge wd=tribwidth * LL= 1250:00 plf Ir=5*wd*(length^4)"(12^3)/(384*E*d)= 222.45 in^4 DEAD LOAD DEFLECTION based on Ir: D=5*wDL*(length"4)*(12^3)/(384*E*lr)= 0.04 inches SUMMARY SECTION S A I required 87.61 38.29 222.45 @ 120 inches o/c try: 4x14 102.41 46.48 678.48 ' psi D B L' D 204.822 92.950 1356.950 STRUCTURAL CALCULATIONS 07 -Sep -89 12, I ,3• AUTORU ;i U# 2 R5321.0.019 ************** ALPINE ENGINEERED PRODUCTS INC. ******15.0.9** JOB: 11339 CROSS COUNTRY MPGV TITAN xxxxwxxxxxxxwxxxx*********w**********x**xxwwwxxxxxxwxxwxxxxxxwxxxxxxwx 11.0 UBC LFZI * DESIGN CRIT UBC * REF * 122• ST.O 20 10 5 15 24 1 * TC LIVE LOAD 20.14 PSF * DATE .05/19/89 * 18.0 5 20 18 5 47 .01:03 G 74 1 P N * TC DEAD LOAD IZ.Z PSF * SEON 27268 * BC DEAD LOAD 5.0 PSF * CA -ENG * ------------------------------- ----------------------- * TOTAL 35.0 PSF * 0/A LEN. 4A•- .0- A• * DUR. FACTOR 1.15 * * 1R1A' 27268 11339 CROSS COUNTRY MPGV TITAN GRASS * SPACING 24..0" * TYPE SPEC * GRASS V GR xxxxxxxxxwwxxxxxxxxxww,.******************xxxxxxxxxxxxxxxxxxxxxxxwxxxxx 1.0.0 ALLEY /--------------------- 3:0.90' ------------------/ M24.0& 127163175152164176164176 I' 0 :0 .0 0 9 z 10 M24.0& z ,0 0 .0 .0 A' A• A• A' .0 0 3 • 6 7.08 0 A• A• 3---------------4---------------5' M18 1 3& 3 & 2 & 1 & 1 '• \ '• / ! 191 WET CALCS AND WET ENG. TO GR SXw1 IR q / 2 110 UBC LFII ��')� y�3 ! \ ! / ! 6 120 SPEC 4A• ST.O 2,0 1.05 15 24 13.0 6 6 F 140 5 6 10 0 6 3.0 -5 6 4A � Na C_043495 A C 1------12------11--------------10---------------9-------8--------7 150 0 4 4.9 z Ex' * G ^ 160 4 2 1 4 2 2 4.2 3 7 .6/30/90 x X= 0..00 X= 40.00 170 2 1 2 1 s^d W= 5.5>a'-' W= 5.50" 180 47 .01102 11 2 5 2.0 75 A• G N 6 • 9/f OF R= 15.07 R= 15.07 /------------- 2,0.1010' ----------/ ID PITCH ------LUMBER------ AXL BND CSI LOC PL RO LOAD TC 1 5.09 2X6 FL #1 .9.24 10.11 0.35 2 4.714 .0.99 •6.9-0 TC 2 10.0.0 2X6 FL #1 0.31 .0.55 .0.86 3- 4 9.95 ,0.9.0 60.0 TC 3 -5.,0.0 2X6 FL #1 .0.24 0.11 10.35 6 4.70 0.9.0 6.0..0 BC 2 10.10.0 2X4 FL- #1 0.41 .0.17 .0.58 8- 9 8.87 1.1010 10.0 BC 1 0.00 2X4 FL #1 0.37 0.21 0.58 1.0' 9.85 1.99 lo.A NOTE ---PLYWOOD FACTOR USED FOR TOP CHORD WHERE APPLICABLE L -(SCARF / HEEL / SEAT)**R-(SCARF / HEEL / SEAT)**BUTT CUT**RBF A'.65' 6.21" .0.zoll .0.65' 6.21" A•.IdC1" 9.25" 1.15 TC AXIAL FORCES 1 2 3 4 5 6 7 / -2852 / -2542 / -3154 / -3164 / -2542 / -2852 / BC AXIAL FORCES 1 12 11 1:0 9 8 7 / 2586 / 2586 / 2351 / 2351 / 2586 / 2586 / --WEBS TO BE 2X4 FL STANDARD UNLESS OTHERWISE NOTED --- WEB FORCE SIZE ----GRADE---- BRACES 2-12 49 2-11 -266 3-11 189 ALPINE PLATES CH=377 WB=331 WB=3.03 WB=276 DS= 61010 MT= 744 ED=1 REFER TO DRAWING FOR APPLICABLE PLATES NON -SPLICE SPLICE INTER -PANEL SPLICE JT PLATE JT TYPE PLATE JT TYPE PLATE LOCATION 1 NA * 3X8 0- 1 NA 1- 2 2 * 3X4 2-53 7X6 2-1.0 5X6 # 2- 3 3 NA * 6X110 2-18 5X6 # 3- 4 4 * 1.5X4 1-5,0 7X6 1- 3 5X6 # 4- 5 5 NA * 6X110 2- 2 5X6 # 5- 6 6 * 3X4 2-52 7X6 2- 9 NA 6- 7 7 NA * 3X8 A'- 1 NA 7- 8 8 * 1.5X3 1-5A• 5X7 1- 3 NA 8- 7 9 * 3X4 2-52 5X7 2- 9 4X6 9- 8 1.0 3X9 3-57 * 5X9 3-11 4X6 1.0- 9 11 * 3X4 2-53 5X7 2-1.0 4X6 11-1.0 12 * 1.5X3 1-50 5X7 1- 3 4X6 12-11 ALPINE PL.AREA (I IIEM--BOTH FACES) = 552.10 SO.IN. * = THIS PLATE USED IN CALCULATING PLATE AREA NA = THIS JOINT IS NOT ALLOWED # = LOCATE INTER -PANEL SPLICE WITHIN ONE FOOT OF OUARTER L(7 C-� r -i r, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, uroville, CA 95965 PHONE: 916-538-7541. Steven Morris DATE Senrember 21, 1989 620 Sycamore St. RE: Steven Morris Residence Chico, CA .95928- A.P. #11-41-167 Permit #2924-89 With reference to the above subject.- " ubject: " Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER X We need the following information: Permit application signed and completed where indicated with all copies returned.;;_.. x_ Fees of $ 919.30 payable to Butte County Treasurer. Certificate. of Workmen's Compensation Insurance or check exemption statement. _- Contractor's License Law information or check exemption statement. Complete plans in —,.including plot plans. Plot plans in -- Structural details in Complete plans and calcs in by.registered engineer or architect-.",` Energy design.including Street and drainage improvement plan approval .from, -Land Development Section (DPW).. sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico - 7 County Center Dr., Oroville _ =- Skyway & Elliott -Rd., Paradise Planning approval from Butte County Planning Department, 7"County Center Drive; Oroville,'for Completed Owner -Builder Verification form. Recorded copy of.deed showing Recorded copy of agricultural acknowledgement statement. X OTHER Chico School District Fees See Attached List Should you have any questions concerning the above, please contact this office. and..ask for. John .Henry, between the hours. of..3:00 and 5:00 pm.. - - Yours very truly, JFG/a j S,�IUT q/2�/8q xq William Cheff Director of Public Works .F. Glander Chief Building Inspector PLAN CHECK LIST: 1. Provide.complete plans showing all required details and sections referenced by keys. 2. Revise lateral design as required for 75 MPH wind speed per Butte.County 3. Note all requirements of lateral design on plans including all connections. and details. 4. Note glulam beam spec's and camber on plans per calcs. 5. Note Microlam BM at stairs on plans per calcs. 6. Engineer to stamp and sign foundation/retaining wall details. 7. Wall E shows #5@ 24" O.C. vert. - coordinate with calcs. 8. Soil pressure at Wall B exceeds 1500 PSF - revise. cc: FLT Engineering 5790 Clark Rd. Paradise, CA 95969 45- Ret-lur.,n to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT j p 5 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1- of the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building permit. ' 5.00 Rec Fee The property described herein is adjacent B9-034545 Check 5.00 to land or included within an area zoned .for agricultural purposes, and residents Recorded of this property may be subject to incon- .Official Records veniences or discomfort arising from the County of �•� SHOWN use of agricultural chemicals, including, Butte.. P but not .limited to herbicides, pesticides, Candace •J . Grubbs and fertilizers; and from the pursuit Recorder RB of agricultural operations including, 11:09am 11 -Sep -89 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established ;igricul- Lural zones which have as a priority use, for. productive agricultural purposes, and residci,'l r; within said zones and on adjacent property should be prepared to accept such inccncveitic,we or disconf:or.m from normal, necessary farm'operations. All. that real property situate in the' County of Butte, State of. Cali..f.or.nJa, described ;iti follows: Lot 19, The Bluffs at Spanish Gardens,,_ Date: PROPERTY OWNERS: Stephen -G- M rn ri S, M! H Rarhara H_ Morrie State of. Cal i fnrni a) On this the day of kQus 4 , 19 P1, , before me, ) SS. the undersigned Notary Public, personally appeared County of Butte ) _n Mofns anj RLpdajz�-N Morr,•s' _ Personally known to me. E]Proved to me on the basis of satisfactory ev:i.dence. to be the person(s) whose name(s) subscribed to the within instrument,and acknowledged ghat. et4 OFFICIAL SEAL executed the same for the purposes therein contained. .I.NWI'I'VK-1 JULIA SEYMOUR PATTERSON WHEREOF, I hereunto set my hand and official. seal.. • �. Notary Public•Calitornia BUTTE COUTY My Comm. Exp. May 22, 1992 t� Present A.P. No. 011-410-167-000 Notary Public: END OF DOCUMENT L 4 v LETTER OF TRANSMITTAL FROM: M A- O Z -t- � - -- T0:/T'C ADDRESS: N° (IOU N -r -I c6VT616-7 Vpsuve CITY: Dto-OV�V�E �i�c ✓�" 01 C, `7 ATTENTION:, PLEASE BE ADVISED: DATE: to 8 / JOB NO.:. . RE: �4,0YO-&(s R-F� ( Y2�v ce tr/b� c -04 -,— WE ARE SENDING YOU ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING: l2� PRINTS ❑ PLANS ❑ SHOP DRAWINGS ❑ SAMPLES ❑ SPECIFICATIONS ❑ ARTWORK ❑ PROOFS ❑ PHOTOGRAPHS ❑ COPY OF LETTER ❑ CHANGE ORDER I ❑ NO. DATE COPIES DESCRIPTION A tis j4:'c=v . l 3 4 5 THESE ARE BEING TRANSMITTED AS INDICATED BELOW: AS REQUESTED ❑ ❑ APPROVED AS IS SUBMIT COPIES FOR DISTRIBUTION ❑ FOR APPROVAL ❑ APPROVED WITH CORRECTIONS ❑ RETURN CORRECTED ❑ FOR YOUR USE ❑ RETURNED WITH CORRECTIONS ❑ RETURNED AFTER LOAN TO US.. O FOR YOUR COMMENTS ❑ RESUBMIT COPIES FOR APPROVAL ❑ ❑ FOR BID(S) DUE TOPS? FORM 3805 ORIGINAL LITHO IN U.S.A. I LA NN k"fj-1 a V; IJ Iv .0t; SPEEDY SOME RVILLE TEL No .617-625-1781 V r23 October 1989, y. Butte County Building Department 7 County Center Drive Or-oville, CA 95965 Attention: Mr. John Henry Re: Morris Residence Alm Bluffs Drive Chico, CA Contractor: Dev Kernan Gear Mr. Henry: Oct 23,89 14:31 No.009 P.01iO4 fax (9 16) 538-2140 At the request of Dev Kernan we are sending the following clarification sketches for the above referenced project: Detail Sketch 1 17A: Foundation Pier Detail at Corner Detail Sketch 117 ( previously submitted) is typical for all other piers Detail Sketch 120: Structural Elevation of Shear Wall at Column Line 3 Clarification of Note R4, Sheet S-4 Detail Sketch 121: Structural Elevation of Shear Wall at Column Line 9 Clarification of Note V. Sheet S-4 Note 13, Sheet 3-2, states, "All Olulam beams shall have a standard camber of 2000' radius, U.N.O. on plans.' The only gluiam with non standard camber is that which spans from B-4 to B-5 at the second floor (Sheet S-3), This is noted on the second floor framing plan adjacent to the beam; Note SF 10 has been added to Sheet 5-3. It states., "Top plate splices: 12- 16d typ. PI. supporting 2nd F1." 1, trust these sketches and clarifications will expedite the issuance of a building permit for thfsl,project. it is rriy understanding that you have expressed some concern over the relative structural complexity of this building. While I realize that it may be somewhat more dificult to build then the standard suburban house I have the utmost confidence in Dev Kernan and his crew. They are skilled craftsmen and builders and we have worked together successful ly on several projects in the past. Once I was aware of the extent of structural detailing necessitated by Frank Tyukos' thorough analysis_i insisted to the clients that Kernal,was the only man to build it, / I am planning to make regularly scheduled site visits to review the progress of the work V/' and Frank Tyukos is right up, -the road in Paradise should field inspections be necessary, to I have no worry that the workwi 11 not be executed as drawn and detailed. I appreciate your thorough review of the project and would hope that any additional items you consider unclear could be resolved.subsequent to the issuing of a Building Permit _.-Please feel free to call me collect at { 61'�71) 776-3137 if I may be of further assistance. Sincerely, Michael Hossig, A.I.A. _ a MICHAEL HA5510, A.I.A. Somee.,111e, MA 02144 Architect (617)',776-3'157 Y. `,w U t SIR SPEEDY SOMERVILLE T E L Nn M-i'—V—"6 2t5rl-- 17 Oct 23,89 14:31 No .ODS P.02/04 4 pp�, —4o - 14 7, 0, Wr 6o, ��oy � J3 � �U 'Oi�� � � .�J � J20 vU��� O O SIR-SPEEDY SOMERVILLE TEL No .617fC— -1781 Oct 23,89 14:31 No.009 P.03/04 SIP SPEEDY SOMEPVILLE TEL Nr .617-625-1731 Oct 23,8.3 14:31 No.009 P.04/04 a 4FLY 6pv Az , .492IL4, % Tv Zxv par,426T 1►,� 1W G [o"®•G, Lib k4 d*0 iL -P COW G. P I E F . (,rpvGTyAAL, e -L >r11, •. G6ftkw- WALL, S lNn r-L� G®V LiNg 01 •4;Z4 fzvr ' o,Ett n:s �=.. .,� . • ,1Pv.: .,tom' J 0 �K L/S�- V 6-)�h.% 74,1-le/vc t- , S/��/G� � /�rxr3e .+/�cc✓ ��y' PEI MoletZlS? C 1,�1 �•� fi/��7 Gdl7 '+ hNNWSteven. PEI79 Alm Bluffs Dr, Chico - Contf: Silver Plume Stone Works OH (new garage) - ASSESSOR PARCEL - E MIDDLE /NS-E/L'fo /L 4JA I. -L. LOCAT N i Fo2M E P - AT TNis rt A4 � � 1 i N s a S D Pte/ b ,iow s psi. 1A m7 3 G .&tax--, . ©a'w�r �,� • ieae� 3 '0 /C it 13 Tem ower Pole Celled PG&e2l �;v�7'10r < ���� 2"" GL -G � 7 eV'. Elec. Service .� �i D �a Celled PG&E k 4 '.0® /N -` Temp. Gas Ser Called PG! JOB FINALED Signature = OK 0- Not OK Not ' = Not Readyiable MOBILE HQMES' r� MISCELLANEOUS . '. Date MOBILE HOME UTILITIES (Plans) OK except #'s `Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setbacks-Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails • 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing -- - - 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:./ /."L"ft. / /"Nat. or/ /"L"ft./ /"LPG' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance r -7. Elec.- - �-- ` 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses' = _ 9. Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -131 Date 10. Roof; Shthg-Roofing- -- - -- - Card -81 Date Card -131 Date. 11. Ext.; Steps -Doors -Landings - Date MOBILEHOME INSTALLATION (Plans) OK except #'s - 1. Zoning Requirements-Setbacks-Easements Card-131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s. •. 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements �+ 6. Water; MH Test-Regulator'Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed f 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -81 Date Card -B1 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 z._ -Date Card -131 Date Card -131 Date 0 = Not OK, - = Not Applicable = Noc Ready RESIDENTIAL'(Single and Duplex).. r?�,e �y -- Date U PfAVILOOR (Plans) OK except #'s Date FRA (Continued) oning-Setbacks;-Easements-FI -Slope GIN 4 angers -Post Caps -Anchors -Connectors 2. Fig - el-Ele rnd.-/ /" Ftg. D90W@) - 4 I" . oist-Rft ies-PLvli•n-Roo• ac. -Truss -Shit ng. fji tg., Garage; Soils -Steel -/j - Ftg. Depth ce, 4-E4g_Pefebes & Decks; Soils -Steel-/ • /"Ftg. Depth (' tt:e Aeee-s--,- Sizee &ex Pro-fec_i" - aft St Insoaffl_gs ,�Stema�alLs�dain; Steel-Blockouts-Wrapped 4 sions kf85 walls, Gat ge; Steel-Blockouts-Wrapped� Garage. 94ce g lo -1- 0 7 lab; Sta - rapp n 8KPiers-Fireplace Ftg.:,Steel pExt. Doors -One 3' -Check age-3Fd-story,-f-exits' Q_ .V.; Figo �-Fi s- t way C/O -Sewer Te53.Stairs; 4D10Y Width -Headroom -Rise -Run -Landing -Fire Protection . Pipe; Size-Anchors..4ywead-on Rd Overhang-Attic-vents-RafnWIO triggers - to ervice 55NSiding-Nailing Veneer ess � 1 ectric; Underground 1 -Ins. ing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts Garao� r, tf /`L 15,enfatierr' S9�nsulation-Walls-Clg. 60.4fifiltration-Walls-Wndws Card -B ate j_,,or, jCard-B1 Date Card -B1 09jQ Datqr9_yj1 Card -B1 Date Card -B1 Dat Q-•Z"Xard-B1 Date i4=e2 Card -B1 CAte Card -B1 Date Date PLUMBING (Permit) OK except #'s' 1 . ater Ht. Vent -Access -Combustion Air -Baffle Date AL (Plans) OK except #'s Water Pipe; Test & Anchors -Nail Protection Ext. Steps -Door & Sidelight Protection -Landings 19'D.W.V.; Test-Fttngs & Anchors -Nail Protection 62, -Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63.Farnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 9-T!aas Pipe; Size & Anchors 6#-8e&oom Exit' g I. 'xtures & Tub Access -Spa 6 c. Trim& Subpanel; Breaker Sizes -Labels Card -B1 (YPr, Date �4�and-81 Date &"tairs & Rails Card -B1 Date Card -B1 Date 69+Keplace or Stove; Clearances -Hearth 6k-Etec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70'*ioL Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance �Elec. Receptacles Spacing -Lights & Switches at Doors 7 Outlets &Receptacles at Kit. Counter Size Boxes & No. of Conductors -Stapled 72iZ6nrage Fire Door; Swing -Landing -Closer Romex Installed Close to Edge of Studs & C.J. 70• Duct in Garage -Damper Q. Equip. Grour494t-a?1e up w/Mech. Fasteners B as W 74*"Wtr. Htr.; Vents -Clearance -Comb. Air -Con ctor-P.R.V.- In Garage; Above Floor-Mech. Protecti Appliance Circuts in Kitchen &Conductor Size/G.F.I. ., Elec. & Mech. Equip. Listed fopCocation Z_SiLbfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.rIMElec. Cu or Al Receptacles in Garage; G omex Protec. 28rRfang-e Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No nsulation-Foam-Looked in Attic ❑Yes 78: -Guard Rails & Deck Construction -Post Caps ervice-Riser Conductors & Ground -Main Disconnect i4-� i. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 3 ip. Clearances Panels-Motors-Mech. Equip. 32,LeWthes Closet Light -Shower Light -Spa -Light 8Z Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33f8moke Detector 8i,z t o; Brown -Finish Card -B1 EG_ Date& --2A fcard-B1 Date 82 -AC. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 8 Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s Well; Disconnect, Electrical, Plumbing 34 A.C. Ducts Insulat .JAM & Support 4Wxterior Elec. Trim; G.F.I. Receptacle -Underground 35. t Fan; Exha t above insulation ventilation throughout House 36. Con ate ain & Overflow; Size & Grade OZ -Glass Protection. 37. Furnace -V cess -Comb. Air -Return Air Vent -115 outlet 8"orrections from Previous Inpections 38. Attic A ess & Platform if Furnace in Attic *gq. Gas Test -Meters Tagged; Gas -Electric W. Water & Sewer Connected -C/O to Grade -HD Approval 91�_^ergy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date 99r toofing Certificate Card -B1 Date Card -B1 Date Card -81 DateQCard-B1 Date ' Date FRA G (Plans OK exce t #'s Card- ateF Card -B1 Date SjJJe-Proper Material & Anchors �'f4r�cp1 �� Card -B Date Card -B1 Date 4040.' -Walls Studs -Nailing, Spacing & Bracing -Sound Comments at Final: 19 Al. Beaf-k4v Wells ev9&G4deF&-&-Ft0-orMiling 42Xraft Stop in Walls (rat proof) 43 ire SLops; Furred Ceilings -Stairs -Chases -Tub 4ader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) _ ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS •� 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Oroville— Phone: 538-7541• 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 1, P- fs • 1� (i A'c �A(�- "'j vc , "Zt _ aA^ I'Z \'V. m Crime 1-5 �� 2 �D 1. 1i. Q rte, f 91rll.5" . Inspector Date %-1( --q O, . - _• .• - r-r"---.-er.�,�s,c.,�'Y^�k*:$rYs-Evs•:d:F•arK�r4'¢. T1:' s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5387541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance exist at the ove address and should be corrected. Please notify this office when correc on of work is completed. If you have any question pertaining to this matter, o need additional explanation, please contact this office immediately. Inspector L-&Lll�Date 3— /--�> qo COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS M 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville —.Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE _`o%L/liS l ?y -d-- �7; OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above -address and should be corrected. Please notify this office when correc ' of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. i/1�/iCc X14-1fX Inspector .�. �..p,:n--+�"v�s�"-�i'T•a.._.y. �,.. ,-E: ""-�F'r'Y�4r:ry t.. . `v.,�.:t .--:a��.i�„p;,;. ,.COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS i 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile -- Phone: 538-7541 747 Elliott Road, Paradise — Phone: 812-6307 CORRECTION -NOTICE UWNtzH PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this ,office immediately. 'T Inspector-��1D Date " COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIIe Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER ! _ PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. --'A Inspector r COUNTY OF BUTTE = �t DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile Phone: 538-7541 747 Elliott Road, Paradise — Phbne: 872;6307 CORRECTION NOTICE OWN IXP IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediateiv. Inspector Da - �--..�..v---.��. ✓+�,�r.,...w-r��s+-rs+r-" .: i•'�z7•..J-!4.r+..: r�;,,'+r�.'�.-�i+`.sYn ,-il'..i.:ri _� s- •> -?. fes; . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 S 7 County Center. Drive, Orovi Ile — Phone: 538-7541 747.EIIiott Road, Paradise'— Phone: 8.72-6307 , CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this `matter, or need additional explanation, please contact this office Immediately. Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT/NO. csv�' 7 County Center .Dr'rve - Orovitje.-Caliornia 95965 - Telephone: 916/538-7541. APPLICATION AND PERMIT OSSEEL�U L§ ER ING aPQZBUILDING PERMIT WNER TELEPHONESQ.FT. OCC. BUILDING V ALU ION/XNEBMAILING ADDRESS 16 (Z CC%9TR/1CTOR'S MAILING ADDRESS CONSTRUCTION -LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER GJ►I/� �jJ 3 ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDIN LOT NO. I SUBDIVISION NAME UNKNOWN N PARCEL MAP i Ik?.'5, on, ry USE OF STRUCTURRE� �zG SF u Duplex❑ Mobilehome❑ Other�I�'�A(g SPECIFY TYPE OF WORK NewVA Addition❑ Remodel❑Utilities ❑ InsInstallation[]atInstallation[]Other �/❑ Describe work: F�'�11J4(__624 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. r%S� 1 Z Classification �_ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. (� I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments , and expenses which may in any way Vcrue a nst id Count�Innsequence of the granting of this permi . A Date Signature of Applicant — Owner ❑ Contra9ctor Y \ Agent An OSHA permit is required for excavations oy0r 5'0" deep and/el0tion or gons)r}� ion of structures over 3 sWries in height. I IdlF`J� ss /, Receipt No. WHITE-D.P.W.. Fireplace Total Valuation $ Filing Fee 16.00 Filing Fee $ 10.00 Permit Fee $ -� Plan Checking Fee $ b 2 Energy Plan Checking Fee $ Penalty $ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap Temporary service 2.00 Solar or heat pump water heater Mobile Home Facilities 20.00 Water piping Misc. Wiring 5.00 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 i Building sewer 5.00 Mobile Home I S I G IWI 1 110.00 e I Permit Fee $'ZA - Contractor ELECTRICAL PERMIT Filing Fee 16.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADO'L 100 AMP 2.50 -� NEW CONST. DWELLING OC B! OR ADDNS. ACC. BLDGS. 020sq it p ad NEWCONSTIL ULTI.OUTLET NON•R ESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS b SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2ASOC 90L05 30 FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 /0 -- Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation. Penult Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CO ST ,rM`1 •�r�'/w�/) 1 TOTAL FEE $��7 HAZ I CUA PARK I SCHL I FLD I PAR XPD This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. no SY DIRECTORAF PUBLIC WORKS �Date EXPIRES Date COUNTY OF BUTTE-DEPARTMPNT40F PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET r J Permit No. OWNER A. P. No. / Proposed Building Use Building inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in-duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions —Z 9. Fees of cj _-__.............................................. 10. Chico Urban -Area- ees paid.. ­,�....... . 11. Park fes paid_._ .............................................. J School District fees paid ................. 13. Sanita lon approval from C90ftt,,56_ Health Department ... 14. City of Chico plumbing permit .......,... ................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: 17. Improvements may be required. P 8. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ... , Pre-Inspec. request to p q Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... a Certificate of Workmans Compensation Insurance 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement 24. Lette�atureauth .iz ti .................................. / < 25. 26. When fou issue the permit, process as follows: Mail to owner. Telephone S?q3-o4 and hold for pickup at Cl c��--office Other % r t Applicant Mail to contractor. _Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by 1� 4 -Ir— Date-1'7'48�_ Sets of plans on hold in, Fi le cabinet AP folderC 4so9�' Copy—DPW, r r't SUTHERLAND SIMPSON, M.D., INC. BRUCE -GALL -AWAY, M.D., INC. JAMES UMBER, M.D., INC. STEPHEN G. MORRIS, M.D., INC. ORTHOPAEDIC SURGEONS August 31, 1989 Butte County Recorder's Office 25 County Center Drive Oroville, Ca. 95965 RE: 011-410-167-000 Lot 19 The Bluffs of Spanish Gardens To Whom It May Concern: My wife and I are currently in the process of building a home on our property, Lot 19, The Bluffs at Spanish Gardens.. There will be a detached three card garage with a work area and bath and shower. This detached garage space will be used solely as a garage space and will not serve as a place of residence at any time. Sincerely, 4 Stephen G. Morris, M.D. SGM/ j db 530 COHASSET ROAD CHICO, CALIFORNIA 95926 (916) 895-8224 f. X,rZ `�( ,aFcx /izlr /Z//Z ZIP et►rrg cavi o'NG pE rY PgRrMgN, APPR . . VE® ' Q�pf ESS/pN,, ...._lVo.,32434; 4L c FOF CAL�F� ......:....;..........._. u� ..... BY..........Lr.........GAT'c......... SUBJECT .......................��...:................................. ...... J09 NO� O...... CHY.D. BY ...................... DATE:....................... %o.,....4.L.�1.. w=................... ................................... ................................................................... %�lGh'EZS's/Gi/� 5790 CLARK RD, PARADISE. CA QU9@9- is 1 6) 672•+D234 7Z7Z F Z -Z � .ay -7c ,-Zp f. X,rZ `�( ,aFcx /izlr /Z//Z ZIP et►rrg cavi o'NG pE rY PgRrMgN, APPR . . VE® ' Q�pf ESS/pN,, ...._lVo.,32434; 4L c FOF CAL�F� BY........ ' 5................OATE..................... SUBJECT ... ............................................................................ _.................. ._. SHEET NO.aC..... .. OF....../ .... ..................-....... ................................................................................ _......... _........ JOB NO. ..... .L..O�.....-!......... .................................................................................................................................................................................................................. ......................... is TiyF BST �f�Ct�s�T 1, _rV .B�>� -- T, cel. - �z� - 6��z = 9 � . • /. 30 14 / O� l Z/s:.c /.v��,� .-3. i)- � - L y � - ;7,2-3 Z-3 7 . .......ATE .... .... BY. 'SUBJECT ............................................. .......................................... .................. . ....... ... .......... CHKID. BY ...................... CATE ..... ; ............... .. ..... I ..................... . ................................. I ................................................................. ... ....................................................... .......................... . . ............................................................................................................................... gY/ fzz 11.,17 4f/ hD V-�f /�x SHEcT NO. .................. OF JOBNO . .................................................. 0 Zo3 x C� x /z�Z 1 �� �`;.�/Z) _ � �3'C �-� = 1. �3/(5r',� 2 f �, ,t'c 3) = , ©�7 Sig- 77e BY 7 .............. DATE* .... SUBJECT....... .............. .................................................................................... SHEET NO..!�F ..... ........ JOB NO . .......... CHKD. BY ...................... DATE ........................ .................................................................................. ............................................... .................................................................................... ........ ................................................................. ....................................................... .................. ... .......................................... ov, ltea 71-e CO,,r�77 /I F"c el SI, x 2 IL 72� .... `? SHEET NO.....!OF ........PT.......OkTE SUB ECT.e44/ L.-...; /...... CHKD. BY- .................... DATE ..................... Y......................DATE..................... TI/.L.......��lt t�..�........ JOB NO. ..... 1....O�J......�......... ._.............. ................................................. ....... _....... r',`1..��rs....7,�fG:o,...C`:........................ F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916). 672-0254 covr. roP �- sort... it r' owc' SG.41-5 All f -e 6 -def//• W �o I TT �• k LAVA C14P I L U 11 /Z ri'l/ry� f�oc�os�.vs 145 T.4 /L / �l • T S, . Cox/c. S414Z r A BUILDING DEPAPTMENI tep &Q Vi D 1,47-S, �- �" n lJowez YJc)l co?E�vE''e D ET `�� x l� GONG DovY�LS � S t D lo.c, h�igx , o/e A7- E,fcl-1 f{, 'soe-r- jvIleRE s�.4ci�vG �l`'lBEZ7 DOWdre,S //.//-0 11flM, D�/GC /Z ` SOLES 'Z�oa-"'ez-s 9f000 P -s-/ Jam!/x M//✓. Ole EP4pxy loawd,.!e- S Mic/TO L,,f 41�4 CSP ✓`¢x � ZD GOrtl�'-DOd`/�GS Ei4, f/4GDD/r�ic,/ OC,¢r10 v 5/yf3E. 0 e5� /0"//v/ -v fz'O,�l�. F CAO #� x, /9 Lows Doli 1 S a 36 c-. �i7bEOJIEiVT PER DEr•�/L / . "nosT- - "sem. ,r /2� �/OC� E Bim.25r - /8 'SQ, x 9 EY....... f...............DATE...I.. ... SLJEJECT...S// .v.J-UF- G..... G9.��� EHGrTfFO......../ ....0F.....-.% ... V ....... �r' / /^ 7 C% ' CHKD.®Y........... _......... DATE ........................ I--_..r's��L.... ._ X..g.... Qr%/s/�S' JOB NO.............D��..........�.... .... .................................... _........................................ A/D , /Sf �Giy , .vim ,S'. .�. �y/coy.. -................................................ F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 572.0254 D%c' if70 Xa�1. �i��J �,S,r�-�/.4 ��� D,�'-�r�';-rv�G s -s o/- ,aY SGTc%,g - S'ez�- 'tGso sT,�cT, C',� Gs �/os.� . 9of� -/ �,7 Z: > ,YT o,G 211- ' ��ssv/Yc � �o��z s Di 6' � ,5�vt,��T 72V �.g-P TD ,���/.S'T /• �x ��" i¢CJ7�if-C. G�-T, G Or9`� -- �if��G/' 331 Z,r, Z.O , 102 d'Zx /2//D6 X / r - o/. 9 oQRpfESS/pNge � l � L. ry F rn 2 i No 1�O G DSElz (91&--Mr-lav--4,�z)' 71,8 ,UDl��ZS IV710 Z.,f X/V ,/LL fz f/dGE g�POI.JE p�ll/ �Ow "Z Ore ,a,�/GL / i� f/OLE �t1/�0 � BY..._."'..._.....DATE.._.!/.....SU9JECT.�-�.`...UC'T �GCUc�/%%OSHEET IVO..._..G_.....OF.....Y._......._. CHKD.9Y............ ........ DATE ...... _._......_....._........................----`.........._....-•-----._........_....---...._....--•----__. ..._............._•........ JOB NO.. /.. v-. ..._...�.--•-----.. '44-77,/�Od.�!OS .— C.U��/. T7D�.y j�7'�5,.+ T f: Z �T4: ¢2 ? )4;fX ' .77 4. AD '14 �1Y.86'DE7� � /N77> �if•tiif-�if��-�if�'z'c .�Ow�z.S � �OGDOGJ.yS c�V'X/c�Xty r,,c ¢Ox 07 = rP 12 ,'. , . ' ' ~ PROJECT : MORRIS GARAGE JOB NO. : 905373 DATE : 9/1989 ' ' CALCIS BY : FLT ^ SUBJECT: CONCRETE RETAINIOG 7 BEARINGWALL' ` .�_��_� ' ' ' WALL- DES! GN: ____________ ` . ` ^ - ALL CALCULATIONS ARE IN UATS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): . SURCHARGE (FEET): 2000# WHEEL -LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL -HEIGHT OF THE SOIL -Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): ' HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP)-. AREA REINF. (IN -2) 'd' (IN) SIZE & SPA (IN) _-------- ________________________________ 0.020 3.75 #4 @ 117.6 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^20 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD 'PARADISE, CA (916) 872-0254 SHEET 3 OF � ' LEVEL 30 1 40 2000 0.17 0.75 3.5 4.17 6 1.46 0.26 0.10 0.16 1.96 0.11 0.108 0.180 0.08 < 1.0 ' ' ' PROJECT : MORRIS GARAGE JOB NO. : 9053�3 DATE : 9/1989 CALCIS BY : FLT FOOTING DES `� . ------------�—r-. _' ' DENSITY OF SOIL`(PCF): ,^ DENSITY OF CONCERTE (pCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDACTION (PSF): NET, ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): DESIGN FOOTING — WIDTH (INCHES): . — DEPTH (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): . SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): � DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): , 0 FLT ENGINEERING 5790 CLARKROAD PARADISE, CA (916) 872-0254 SHEET OF �- - � ` ' - . 100 ` ' 150 2500 250 0.35 ' 0 2500 6.54 6. 00 6.00 6.00 0.00 1.18 0.0 2365 < 2500 0.15 < 0.16 4 9.59 4 4 5.92 0.029 24 7.14 BY ......................... DATE �C7....,.........f�e................. SUBJECT. - SHEET NO oc CHK0.BY ......................DATE....................... ............................................. ................................................................................... JOB NO . ..... 74N? ... . . ......................................................... ........ ............... .. .................................................................. ........................................................ .............. ....................................................... . SZ7Z-T a%C& ��?'�f/G� (�T7�Ghr�J� Pli, .... L r,;, , C -, S U B -M ZT ON Z-404 CAf Df71'41Z- -PC. j 01-IICO C4. MM- E CWNTY HIC-1-1,45Z- AIX 13, .11ASSIG, APPP r I ll A1,4 L e- H, A I Ile� lfloe-e C14 -7-J��4 QD • E-21 eo oo*cj* �VE S RPIAa. G�� ul cn ��Q� mU o < CD a: Rul, < CL Ci L\X lF e -I A? OF C ��g Q of e- e e Ag Lr) TO -Df Y Z-,4 X,4 C.4P � a 0/— OR.. /A/ r? �, cowr, TY . OPT/ON MM- E CWNTY GU"NG MPARTMF-117 13, APPP r I ll A1,4 L e- H, A I Ile� lfloe-e N -7-J��4 BY 7 ....... DATE ......................DATE...---................. SUBJECT.--�� ac........v........e.....,...+.....(.- .C4cs . SHEET NO........ OF .......... CHKD.BY Al . .. ... .... . JOB NO....? ......... ............. ................................................... .... ..... .............. ............... ........................ F? L T ENGINEERING 5790 CLARK RD. PARADISE CA 95960 3 (916) 872-0254 41� zoo %r 17 VESS , uj N 2 4' 0.32434 9 CIVIC -"ox 2.'93 Of CALIF to I/Z/ 67 Zf�4 e ' -,= FLT ENGINEERING PROJECT : MIi_HAEL HASSID AIA 5790 CLARK ROAD JOB NO. : 9053-5 - ALT. FOUND'S PARADISE, CA DATE : 1 1 / 19m) TOTAL WIDTH OF FOOTING (INi=HES): ( 916) 872-0254 CALCIS BY : FLT OVERTURNING MOMENT - Mo (FT -KIP): SHEET Z OF FOOTING DESIGN: if GG 4;7,, X 11.47 DENSITY OF SOIL (PCF):' 100 DENSITY OF. CONGERTE (PCF):, 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEATING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INi_HES): 12 DESIGN FOOTING WIDTH - HEEL (INi=HES): 12 - TOE (INCHES): 48 FOOTING KEY - DEPTH & WIDTH (INi=HES): 0 - BAS=K TO BACK OF WALL (INCHES) : 0 TOTAL WIDTH OF FOOTING (INi=HES): 68 OVERTURNING FORCE - Fo (KIP) : 1.94 OVERTURNING MOMENT - Mo (FT -KIP): 6.14 TOTAL RESISTING WEIGHT - W (KIP): 2.80 RESISTING MOMENT - Mr (FT -KIP'): 11.47 OVERTURNING FIATI0 - SF 1.87 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA .- A f (FT`'''2) : SECTION MODULUS - S (FT"3) : SOIL PRESSURES DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SFT (PSF): - SPh l (PSF) : SLIDING RESISTAN=E - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP'): AREA REINF. (IN'2) 'd'(IN) SIZE & SPA (IN) --------------- 8.63 #6 @ 11.1 DESIGN TOE REINF.: #6 @ 9 5.33 0.93 2.59 5.67 5.35 977.87 < 2500 8.60 ;> 0 828.39 < 2500 666.32 > 0 1.08 : 1.94 2.54 6.00 FLT ENGINEERING PROJECT : MICHAEL HASSIG AIA 12 5790 CLARK ROAD JOB NO. : 9053-5 — ALT. FOUND'S #6 PARADISE, CA DATE' :11/1989 ( 9.16) ' ' 872-0254 BACK TO CALCIS BY : FLT TOTAL WIDTH OF FOOTING c: INCHES): SHEET .3 OF f FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEADING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 DESIGN FOOTING DEPTH (LNCHES): 12 DESIGN FOOTING WIDTH — HEEL (INCHES): 12 DESIGN TOE REINF.: #6 — TOE (INCHES): 48 FOOTING KEY — DEPTH & WIDTH (INCHES): — BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING c: INCHES): 70 OVERTURNING FORCE — Fo (KIP): OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP) : ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP) : FOOTING AREA — Af (FT -2): SEi_TION MODULUS — S (FT^3): SOIL PRESSURES — DL ONLY — SPt (PSF): — SPM (PSF): SOIL PRESSURES — ADDED LL — SPt' (PSF): — SPh' (PSF): SLIDING RESISTANCE — Fr TIP): FOOTING — TOE:. EARTH PRESSURE C TOE — Fv (KIP): MAX. MOMENT C TOE — Mt (FT—KIP): 1.98 7.60 3.35 14.4'2 1.90 AREA REINF. ?IN'2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.541 8.63 #6 C 9.8 DESIGN TOE REINF.: #6 C 9 6.82 0.88 2.94 5.83 5.67 1091.28 < 25i 0 55.58 > D 1039.46 < 2500 299.69 > 0 1.27 < 1.98 = O •C 2.94 G. 84 l�CTTJ..=�f.L BY..................... :................ DATE ....................... SUBJEGT...�'................................ SHEET NO. ............OF .---¢..--...q-- CHKD. BY _.................... DATE ...........................---................................................ _. JOB NO.......f..-0 .3...c............ ._................................................................................. ._...................................................................................... ................. ...................... .......................................................... ............. o. e�ox y .I�o&-)Ee- . 2Y .......Gl..._......... DATE ...... SI EJECT-S'rvcrve,•;�L.....G�-c.s........ E.� v c� GHKO. EY ......... DAT ._.....................�..... .......�,........_......_......._�'.. ........y........ .......L...i..`.�. .....�.......t............... °` ._....... ......................................................................... ._b ..... ... SHEET NO.......IQ......... OF.....Z JOS NO . ............ L...OIr.? _........... ------......_..........._ IF L T ENGINEERING 15790 CLARK RD. 1p4RADiSE. CA 95969 (016) 872-0254 COr�Y�TlD�if� uloB� ��.4h�E CvcJ-r'T�l�cr/dt> CoiY�/•�J�D X116 0-�,� I�iYJEL S 2. D 'P,� = /tf . O psP - S'rv�cv o PSI oy Q�pEESSIpNq! _ . 7'x 40 x /. 33 a;�� W No.32434 rm cavi . �3 7X / 3..c AI /. 4 a /3.7 f�s'r- '��E' 0f 6 F�' OpL G L = ¢o• v P.r� 3if 7. d 'P,� = /tf . O psP - S'rv�cv o PSI oy Q�pEESSIpNq! _ . 7'x 40 x /. 33 a;�� W No.32434 rm cavi . �3 7X / 3..c AI /. 4 a /3.7 f�s'r- '��E' 0f 6 F�' I Ic: ............... CATE.Z/ ?.• SUBJECT.5.....'7.... ;..0.....a......47... SHEET O CHKD. BY ...................... DATE ........................ ..................................................... ...................... JOB NO....................__...._............ .... . . ............................................................ ........... . . ........................................................ . ..................................................................... ......................... . .............. . ............. ........... ��/�� Cv,�/rte,¢ (lo,�r. G vi��E,� -- ��2X f ¢X ��rs��s .=p�2, �= �a�v �s� E,r���r rg 7� sI'- - G.G. 71; 15 S'. /Z"5kOD a4T 5:772>, X:r 2W, a, c. 71-4 g z: > (o 11(3a7 ev, AV, 4-9, a77, e, . e_-E775- L—Ar SUBJECT: FOUNDATION DESIGN . k/l BY: FLT DATE: 4/89 JOB NO.: 9053 PROJECT: MORRIS RESIDENCE — A/1 x (9+8.5) FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET V-1 OF 27. ^ DESIGN_CRITERIA� . ' STUD WALL, FLOORS & ROOF ARE SUPPORTED BY CONCRETE RETAINING WALL FOUNDATIONS. CODE 1985 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x 6 + .01S x 6 = .17 k/l MAX. LL = .020 x 12 +.010 x (12-6) +.052 x (9+8.5) +.018 x (19-6)- = 1.44 k/l EXCEPT AT WALLS H & I MAX. LL = .020 x 9 +.010 x (9-6) +.052 x 1.5 +.018 x (21-6) = .56 k/l AT WALL H ONLY ^ LOADING PER ABOVE � IS CRITICAL F3x 06TH - BEARING (INCLUDES DL+LL) ' AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL +-ADD'L ROOF DL + FLOOR DL+LL + STUD WALL DL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL - 2.0/6^2 = .056 KSF -- 1' SURCH. AT WALLS H & I ONLY CALCIS PROVIDED FOR: A. 31-0" HIGH WALL - SHEETS F-2 & ' F-3 B. 4'-0" HIGH WALL - SHEETS F-4 & F-5 , C. 51-0" HIGH, WALL - SHEETS F-6 & F-7 D. 6'-0" HIGH WALL - SHEETS F-8 & F-9 E. 77-0" HIGH WALL - SHEETS F-10 & F-11 ' F. 8'-0" HI8H WALL — SHEETS F-12 & F-13 G. 9'-0" HIGH WALL - SHEETS F-14 & F-15 H. '10'-0" HIGH WALL SHEETS F-16 & F-17 I. 131"0" HIGH WALL - 'SHEETS F-18 & F-19 CONSTRUCTION DETAIL - SEE ARCHITECTURAL MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI @ 28 DAYS, REINFORCIN2 - ASTM A615, GRADE 40, . ALLOWABLE SOIL SEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 200 PSF ' FLT ENGINEERING PROJECT : MICHAEL HASSIG AIA ' � � 5790 CLARK ROAD JOB NO. : 9053 PARADISE, CA DATE : 4/1989 (916) 872-0254 CALCIS BY : FLT � ` ' SHEET. ` OF�� ` SUBJECT: CONCRETE CANTILEVER RETAINING _----- _------- --------- WALL ___ WALL DESIGN: ___�___-____ . ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 2 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF):- 43 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): ' 40 ULTIMATE COMPRESSIVE STRENGTHOF CONCRETE (PSI): 2000 GRAVITY LOAD —DEAD LOAD (KIP): .17 � LIVE LOAD (KIP): 1.44 OVERALL HEIGHT OF THE WALL - H (FEET): 9�� __ ��. OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES):' 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE,- Fw (KIP): 1.55 MOMENT - Mw (FT -KIP): 4.40 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------- ________________�_________-____ � 0.534, 5.63 #6 @ 9.899999 MIN. VERTICAL REINF. � .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.240 DESIGN REINF. - VERTICAL #6 @ g - HO COMBINED STRESSES @ WALL: V 0.96 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): ` 6 . 'HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0^65 MOMENT @ Hw2:- Mw2 (FT-KIP7: 1.19 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- _______________________________________________0.143 5.69 #5 @ 0. 143 26' 'DESIGN REINF. - VERTIC L #5 @ 24 | ` 3 CALCIS BY : FLT FOOTING DESIGN: --------------- SHEET %=-/-OF Z/ DENSITY OF SOIL (PCF): 100 DENSITY OF i_ONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARIN" PRESSURE (PSF): 200 FRICTION.COEFFICIENT - Fce 0.35 DESIGN FOOTING DEPTH (INCHES): 1' DESIGN FOOTING WIDTH - HEEL (INCHES): 1' - TOE (INCHES): 4' FOOTING KEY - DEPTH & WIDTH (INCHES): 18 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 6' OVERTURNING FORCE - Fo (KIP) : 2.15 OVERTURNING MOMENT - Mo (FT -KIP): 7.17 TOTAL RESISTING WEIGHT - W (KIP) : 3.86 RESISTING MOMENT - Mr (FT -KIP): 14.63 OVERTURNING RATIO - SF 2.04 NOT M0MENT --Mn (FT -KIP) : ECiENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT• 2) : SECTION MODULUS S (FT` -3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): . SLIDING RESISTANCE - Fr (KIP); FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 7.46 0.65 2.51 5.17 4.45 AREA REINF. ( IN'`•') ' d' (IN) SIZE & SFA (IN) -------- 7 --------- -_----------------------------- 0.512 8.63 #6 @ 10.3 DESIGN TOE REINF.: #6 @ '3 1311.87 < 1500 18 33 > 0 1186.00 <:. 150 865.61 > 0 . 60 > 2. 15 3.5' 6.47 Ile 4 PROJECT : MICHAEL HASSIG JOB NO. : 9053 DATE : 4/1989 CALCIS BY : FLT FLT ENGINEERING AIA 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SUBJECT: CONCRETE CANTILEVER RETAINING WALL -_________- �-________ WALL DESIGN: ___�________ ' ' ALL CALCULATIONS ARE IN UNITS/LN. FT. ' GRADE.SLOPE RATIO: LEVEL SOIL.EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 ' YIELD STRENGTH REINF. (KSI): 40 -' ULTIMATE -COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 .. ' GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL -TOP (INCHES): - BOTTOM (INCHES): ' COEFFICIENT - a : _ TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA AN) ------------- ___________________________________ 0.�18 7.63 #6 @ 10.2 ' MIN. VERTICAL REINF. - .15 % (IN^2): ' MIN. HORIZONTAL REINF. - .25 % (IN -2): ' DESIGN REINF. - VER -.HORIZONTAL: @ -_ � COMBINED STRESSES @ WALL: � HEIGHT FROM TOP OF THE WALL _ H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2'- Mw2 (FT -KIP): ° AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.1B7 7.69 #5 @ 19.9 � ' DESIGN REINF. - VE .17 .56 l� 10 10.5 10 10 1.46 1.65 5.79 0.180 0.300 0.68 < 1.0 7' 7.5 10.00 0.84 2.11 � CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF i=ONi=EF:TE (PCF): OVERTURNING RATIO — MIN: — MAX: ALLOW. SOIL BEARING PRESSURE (PSF) : ALLOW. LATERAL BEARING PRESSURE (PSF) FRIi=TION i=OEFFI►_IENT — Fc: 15o 1.5 2.5 1500 :UD 0.35 SHEET ,^4/7 OF Z/ DESIGN FOOTING DEPTH (INi=HES): 1' DESIGN FOOTING WIDTH — HEEL (INCHES): 1 — TOE (INCHES): 38 rr FOOTING KEY — DEPTH - & WIDTH (INCHES) : 15 — BACK TO BACK OF WALL (INCHES) : 12 i TOTAL WIDTH OF FOOTING (INi_HES): 60 OVERTURNING FORCE — Fo (KIP) : 1.98 OVERTURNING MOMENT — Mo (FT—KIP): 7.60 TOTAL RESISTING WEIGHT — W (KIP): 4.10 RESISTING MOMENT — Mr (FT—KIP): 15.03 OVERTURNING RATIO — SF 1.28 NET MOMENT — Mn (FT—KIP): ECCENTRICITY — r (FQET) : ECCENTRIC MOMENT — Me (FT—KIP) : FOOTING AREA — A f (FT -2?: Sj TION MODULUS — S (FT^3): SOIL PRESSURES —.DL ONLY. — S 't (PSF) : — SPhi (PSF) : SOIL PRESSURES — ADDED LL — SFT (PSF): - SPhI' (PSF) : SLIDING RESIS:TAt•10E — Fr (KIP) : FOOTING — TOE: EARTH PRESSURE C TOE — Fv (KIP) : MAX. MOMENT L TOE — Mt (FT—KIF'): 7.43 o. 69 2.32 5.00 4.17 1496.42 < 1500 143.06 y6 > c i 1462 . 8 < 1200 400.66 > o 2.45 > 1.98 AREA REINF. (IN' 2) '.d' (IN) SIZE & SPA (IN) --7 ------------------------------------- 0.48o 8.63 #6 r 11 DESIGN TOE REINF.: #6 @ 9 G% ❑ATe_/0 89 .��T. W,QGL c`,' .....�......._._...._. . .. ....._..... SU�J=..T._......---..._.....�.....-•-----......_..�..----•._._._:............. _ +xa er....... _.......__..aa r z ....... __............O,V...L.404 CAP..DET,41z- .. _ Jos N'O. _.9..05 ......... ........ /`70�2�2/Si-.4G/`/ ,8L UFS 17,e,� CH/COr C.4.........._._.._......_. _ ........___. M1CfH,4,FL 16�4=IGI A /X BUTTE WUNTYY�R Pc �ivs jxr -� Glelf DF ,_ _rWANIA �.t APP A OV 013 ;le, TYP. /����� �S � 24 o•c. G� I>./• S e Ole #6 & .G e- ' �/RE TD �•f Y e-lt$wT /,V 2 C,= 7f- `S fes' /8oc. CONT. 9 . TY . OPT/ON �C �4 L L �.5 e /4 0. �. ore 6 a 20 S e Ole #6 & x /g e- 7f- �4 L L 3°c«�RJ Y RL15 • Jim/GL -sg ii f/OL� FO,� '#.� ��OWE� D�/vE DOjYEGS /�t/TO LAyA CAS p,� ISR/LL /f 11 j0 / /2 V f/OGE ' PDX y ae CK lJOWEG S /,t/TO L.QI/�l G'AT� �D�YPflC,C - TODD PS'/ i`l/X A 0 C) LO Fz.i5:jwr. clopc. Apppov FD cowo. P I ER AI -M CA Nc mic[-4AEL- H A551 a, AIA s e- cil 32 r—',l F 1-0 W BY....... LI .......DATE..../O� CHKD. BY ...................... DATE ................. -..... SUBJECT.v�'v.���`'�G.� : ..�o�...� ..T...�_ _.off.. .4/,4 //-zl/-/,� 7 SHEET NO...... /.......OF .....d.... JOBNO....? 5�.-.................. P' L T ENGINEERING 3790 CLARK RD. f� PARAOISE,,CA 95969 �'/�i'� C.e/T/•4 1/�Tf� (916) 872-0254 TiyE SdB,/ECT O�&-rC- G4GC S .4 TGe d �s.�rJr�� L,f�•� C� ,a��,el�� �-�.�c�7-y o� Zd"bo �'sl� o� rrE /s woe &ate -z -s ,Zl� Zr f'i s �e:riy�,v �oT��y- cis - s��- S'rrE�r- Z �rHF,rE ctc.cs� Q�pf ESS/pNq rm 1'35// 0/x /Z/- v?3 f PROJECT :'MICHAEL HASSID AIA JOB NO. : 9053-4, -. ALTER. FOUND'S DATE : 10/1989 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 2 OF r FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MINvz. 1.5 -.MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): =4e- — D FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 23 FOOTING KEY _ DEPTH & WIDTH c: INCHES) : o - BACK TO . BAi F.: OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP'): OVERTURNING RATIO - SF NET MOMENT - Mn (FT-K,I P) : ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA Af (FT``2): SECTION MODULUS - S (FT`'•3) : SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPtl (PSF): - SPhI (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA .REINF. ( IN�'2)' d' (IN) SIZE & SPA (IN) ---- 0.144 6.69 #5 @ 25.9 DESIGN TOE REINF.: #5 @4 0.86 1.8'2 1.61 3.66. ',iii 1.84 0.52 0.85 3.33 1.85 940.62 < 2500 27.32 .> 0 919.02 ; 2500 912.92 > 0 0.63 <; 0.86 1.30 1.41 . zoo,, /af/s-p /% C FLT ENGINEERING PROJECT : MICHAEL HASS I G AIA 5790 CLARK ROAD JOB NO. : 9053-4 - ALTER. FOUND'S PARADISE,. CA DATE' : 10/1963 ( 916) 872-� X254 CALCIS BY : FLT SHEET OF FOOTING .DESIGN : sem- DENSITY OF SOIL (PCF): 100 DENSITY OF CONI= ERIE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 -.MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 020441- - D FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 33 FOOTING KEY - DEPTH & WIDTH (INC:HES): 0 BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 50 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT�2) : SECTION MODULUS -.S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): SPh9 (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN'2) 'd'(IN) SIZE & SPA (IN) ---7 ---------- ----------------------------------- 0. ----------------------------------- 0.260 6.69 #5 @ 14.3 DESIGN . TOE RE I NF .: #5 @ 12 1.16 2.83 1.89 5. L3 1.99 2.81 0.6o 1.14 4.17 2.89 846.91 < 2500 61.44 :> 0 694.85 < 250o 904.70 > 0- 0. 0. 73 < 1. 16 1.6'2 2.55 PROJECT : MICHAEL HASSIG AIA " JOB NO.. : 9053-4 - ALTER. FQUND'S DATE : 10/1989 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FOOTING DESIGN: _- DENSITY \]F SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO -'MIN: ' 1.5 - MAX: 2.5 ALLOW. SOILBEARING PRESSURE (PSF)- 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): Qsf+ --�� FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE {INCHES): 43 ' FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 60 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): - ECCENTRICITY - & (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @TOE - Mt (FT -KIP): 1.49 4.15 2.17 7.98 1.92 3.83 0.74 1.60 5.00 4.17 817.51 < 2500 51.12 > 0 615.91 < 2500 828.72 > 0 0.83 < 1.49 1.95 - 4.07 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0. 420 ------------------------------------------------0.420 6.63 #6 @ 12.6 ` DESIGN TOE ' BY......r....................... DATE ..:J. • GHKD. BY ...................... DATE ....:................... ................................................................................... SUBJECTT ...��G/�:�ONS... SHEET NO....qp..Y�......:..OF...... .... ......................... :.......................... ..................................... ................... _................... JOB NO......... ......................................................................................................................................................................................................... °vVQ.c, D,� 'tel A4, to At zV/, vv ell r, /1,2TD LSF p,;4 C' -� /- 9 BY .......G....... DATE ...... ..!..... CHKD. BY ...................... DATE ........................ r SUBJECT ...... .._ G/1._,bGv ;... ........... ... . .. ...�-fit. . SHEET NO......./....... OF .....?/... JOB NO ............. D ............ .................................................... PP 6 7 ENGINEERING 13990 CLARK RD. IPARADISE. CA 95969 (9 16) 872-0254 31¢!�PG ,Z:sf' // �`t 7.0 -.3.0 Z ac /. S x /3x /O Q�pEESSI = , 7x/ 3x /fix dOF 6A►•1����► d Dsb Pi6i*�EL S Z. O Z,D 31¢!�PG ,Z:sf' // �`t 7.0 -.3.0 Z ac /. S x /3x /O Q�pEESSI = , 7x/ 3x /fix dOF 6A►•1����► � CT _.....ri SHEETNO.. 6Y.....1.....vl................... Q4TE................f... SUBJECT........ .. ............/..�.......... l�G+f/ //O%! ....... ....OF.....2/... �v CHKD. BY ...................... DATE .................................................. ....................................... ................................ JOB NO............ / ............... /57_ Ci4/t,,U�2�.�5 — �IjY.�.S'D1✓ �T�o,VG�' - %/� ,toT',�Z> �D� �y�cJ�G) S�dGT Sr��z - A57717 -t >4 36� a y O, e, Op ,moi¢ �,s 777t -i ano or lST o� C�fJr�7.JT / - Z L -i - Z --1r 20/8'9 S T R U C T U R A L C A L C U L A T I O N S F 0 R M 0 R R I S R E S I D E N C E ALM BLUFFS DRIVE, CHICO, CA MICHAEL HASSIG, AIA ARCHITECT 32 CLIFTON STREET SOMERVILLE, MA 02144 1J(� �l'lTTE COUNTY B Y BUILDING DEPARTMENT APPRO�/� F L T. E N G I N E E R I N G 5790 CLARK ROAD l u PARADISE, CA 95969 (916)872-0254 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC AND ARE.CONSISTENT WITH THE SUBMITTED PLANS. :k . BY DATE .... ?/:17.. CHKO. BY ...................... DATE .. ..................... SUBJECTTS;� ................................. 4!:��Ilf ..L ve ... ............ ........ ....... .... ........... ............ .. ............. 4�zca, .... . ............. ........... OW119) SHEET NO....... / OF JOB ? NO . ............ .. 9..iolrl ............. . ...... . .............. ......... .............. ...... ................. 17, 16 T ENGINEERING ! 715790 CLARK RP, . . Ii%R"iSE. CA 95969 9163) 872-0254 Q�DF 3 3 .7rA On 4� �li6=-. .716 O-9,5 .9 0.0 Z. -IPc = la. 49 �.0= zo.a /Nsv"T ?z r- ?L 7.0 --3,® A6^,!Ste. - Tie-, &--c Q�DF 3 3 .7rA On 4� 12 BY t. 0 . I . DATE..,�� SIJBJECT�� CHKD. BY ...................... DATE ........................ .............. ..................................................................... ....................................... ............................................ ............. C4, oo",x ;e,gc� 10elgf-7. SHEEfT NO . ...... OF !V JOB NO . ............ ............ ........................................................................ IF 6'r ENGINEERING . 8790 CLARK R.D. 1p,ftRADISE. CA 95969 (016) 872-0254 (roper- /710�4;40 0.0 JP& Z, e.0 /sT �L,�.-o�,�i,�y -= Sr of 11-�-7' 70 —3,0 ;?g 1YR111 )c Q�pFESSIO _3 ge—voo'IS-loz) C13, N 0. Rl /4,- v 7e.1 s B Y 77- 9! � / .................. PATE CWKr) BY DATE SUBJECT..��77 SHEETNO . ....... .... OF . ...................... ....... . ............... .................. I ........ ........................... .................................................. ..................... . ....... ...... ................................ AsV e- .,Oolr �0,4, I/M 7, S)7 ae,7- XS -77-1 4 361 a, IV - e9, - T- e, ix� A 'tcr zi BY ....... I ..... DATE.Vlf.. SUBJECT .... ....................... - ..5:s ...................... SHEETNO . ...... 5 OF ................ T? - .. . .. ........ ...... -4r.D ..R.t . ................... ....... c.e .................................. JOB NO . ................................ ................ C H K D. 8 Y.. 1.).L ATE -1,4 .... ... ............ 0 ... ...... . ..... ... -- . . ............................................. I .................................... ................................................................................................................................... ...................................................................... Gil :3,0 o K /Z 65 -18- 1�Z5 � /,Sx c )� /L L Aev C�soxo.d9 Zr/ 0,030— h'I'R Col aW ID 9 — / 0 P, o 17 Fo-lle- 5)914" MF TZ) /Z.6 k1 W- 0"5,- x 0, gle /e, 73 - 1.7z,(*,- SHEET NO... 4 ........ o/ ........ OF .. ............... nn J08 NO . .. ........ 7. i � � .�. .............. U,5d'--- T 'f, �.4 T� wf z -/E co�vo sTfojcv T/C— -S e Z - If jj,o 12 3) , 0, 14 cl 4 IL 7 2 7L ,44 (o Z� 12, /S I , 12-.7- 7 - 6 0, 030 45. ov 211011 el��/G�Q'�' 0411?�'r�ON ? "IZ .,r -7 6-A S7;0%R'-5' 9/8 'lj 2 r AA'A 0 Z- Z -,4 AeH BY. .......... I ......................... DATE..`..... SUBJECT........)....... -&.0 r I!fs ...... ....... ...... .......................... .......................................... SHEET NO . .................. OF CHKD. BY ...................... DATE .............. ........... I m a945�5 I.I.? ................................. JOB NO . ....... F0 53 ................ ............................. ...................................................... .................................................................................................................................. ........................................................................ DM,91- E e,4PrGj2- - 601J,917-1 0 M e Olel,0 -;? 030 G6w ROD 60 -30 01 0-0, V010 0,5X zelX0.05 O.09> _ �. ;� g'�- `� 3, 3, V A Z, 71 sot, 5 �OL)I- 6-0111V�6�1-fC. -19/06- 6 3,76 k O -D s o,,7 o. Zz IL 75 0, 79 14/)-v I/Wx 27"L 1/0 5, 507 30 8' .............. By JJRY .DATE SUBJECT ................ .......................................... TtL.C.�................... SHEET NO . .... ......OF.... ........ CHKD. BY .......... ...... 1 .... DATE ........................ ................................................................................ ............................................JOB NO . ..... ........... ............. .... ................................................................. ..................... .................... ................................................. I ..................................... ....................................................................... HGO19DE/Z s; Z�17 = 4�-z p 01, x 0 - OFIt 72--y 9,6 60 0.� ,qx 31 5/t.101"D d -W o 3 I.2sx/ 25 "Sly Alt . . 1 ,rL-/2, rJ�7s?S� G2i0 3 176D (6 po PLEv off) /�E Dg)-iel3Gr— JA14?® <°/70�1 -.'? By .............................. DATE ..... SUBJECT..... ........................... . ................ ....................................................... SHEETNO . .................. OF ............. CHKO. BY ......................DATE........................ ...................................... : ............................................. ..... .. w .................................................... q .................................................................... ................................................................................................................................... JOB NO . ......... ............. .................. ...................... -RAW5 01J 6RIO D 86-7-W. �. — 5 EA. I Z (I 0-'V 26,00 6 rZ /0 Z 13 012171 C,+ Z- og k- CIVI-171, 61) 0 gx 2,.5 0. 4 At x 0,z17 /74- IAI U DV- 8 7 Pos 7- A = 3- 2-0 = -7. // IA,,2- Alf 7Vl6WZ0IC-1e C B 91C-rZ�. -Z � 3. ria /0, 5 c4e j7 -KP. o PO 5 75 1112 0 4?4 )NI S51N C, vff4-, uj-Afll .0/9 0.51r62, v5x a-5 2 Sir oL j�01 = o, 5;,e3 o , 0l2 = o. 01? �/ 41-, tv� os5 �'3/,t o. 0 O — ®. � o�✓� Z�L/ Wj- 0...5 x l2"eo , o Vo = 0,360 4::// oL = 0,5x 0. 0?0 x -r.3 = o,3S2 0. /Orox /2.73 e z�/� — ®. 7G - ole? = o o3a ozo 0> S -e o. 0130rt- I? 4 e 0, 203 = o. ,r o, 4toG a o. x.03 dt� CYC=2.7� LLlf2 S - DATE SUBJECT .. .................. .................................... ............................................... SHEET NO..... BY ...................................... OF ..... CHKD. BY ... .................. DATE ........................ .... ..... ................................................................................................... ................... JOB NO.- 7e- ............... ..................................................................................... ................................ w ................................................. ............................................... ................................. ...................................... 5�.91 — (Col� ) ZZ, 0uly 6 Ll 0, 060 X GY3 -5 lltll-- - - -)Z ll'CAG-4, 4 C,'. -7 <' P3 3, dr",3- 'It' =- Ccm P6e 7 -C -i -e 0& 7-/P47- -5AI 7-s '// s-" 1Z - C— 0, 0.02 r -74 Pz O/Z PZ Al 0. o Vo =0, /Zo IL�. to /:?..r 3 e o. o 90 = ds7 k /F Ll PZ. 3 0, 0 7-,Oor 0,5 e 0/,zo 6e' a Dc 55,4== 3.2.® PROJECT: #k 9053 SUBJECT: SFB1 --------------------------- ----------- BY vJRH DATE . 3/89 GLUED -LAMINATED BEAM D l=_ I G ISI ----------------------------------------------------------- DESCRIPTION v SFBI > ALLOWABLE STRESSES Suggested - Prelim. Beam Width = 3.125 in -----------.__.____-- ft Uniform L.L. Lamination Th i c k:ness = 1.5 i n F b -- Bending - 2,400 p=:,i. E.f. f. L_,ngth Factor - 1.92 in'-'-:' Fv -• Shear . = 165 psi Lu o Center Span 0 ft Elastic_ Modulus :: 1.8E -i-06 psi. Lu : Left Cant. = 0 ft L.D.F. _ 1 # Lu . Right Cant. - 0 f CENTER SPAN = 10.25 f t LEFT CANT. LENGTH = i i ft. '----------------- RIGHT CANT. LENGTH = i i ft CENTER SPAN LOADING # I .Uni form D. L_. = 16 psf Uniform L. L_. So ps.•f Trib. Width = 1 ft X..-L.eft - 0 ft X -Right - 2.25 ft 1# 2 Uniform D.L. Suggested - 252 psf. X -L -eft = 2.25 ft Uniform L.L. in - 360 psf X -Right - 10.25 ft Trib. Width SS in'-'-:' 1 ft i n `•'- 3 A -- Required = 32 Concentrated Loads I I• ---b . Ac_tUa1 X =' Dist. from Left Support 159 psi. 1 #1: DL - .:1:84 # #kms'.e DL -- 1024 #% DL = 180 :1f 7. of Max. - 06.5 % '----------------- X -Dist - 2.5 ft `X -Dist = 7.75 ft X -Di s•t = B.25 ft >L_EFT CANTILEVER a c: X = Dist. Left of Left Support Un i f . DL- = 0 psf # 1 o DL -= 0 # #2: DL = 0 :I# Uni f. LL = 0 psf I_L- -- ca # LL = 0# Trib Width = 0 ft X dist = 0 ft X dist = 0 ft ::>RIGHT CANTILEVER X - Dist. Right of Right Support Un i f . DL_ = i psf #1: DL == 0 # #2: DL = 0 #k U n i f . LL = i i p s •f LL - 01# LL = 0 $1 Trib Width = 0 ft X dist -= U ft X dist = 0 f :`•f=RE-CALCULATED MOMENTS y< SHEARS Max. Moment 0 in -E:: Max. Shear Force = ii ,1:1: '- DESIGN SUMMARY -- Suggested Size . 3.15 in X 10.5 in ---------•-- > SELECTED BEAM SIZE -------------------------------•----------------- -->> 3.125 in x 10.5 in ; S . Actual = 57' in^3 A - Actual = SS in'-'-:' S e M/ (F b-#• i_ f) _ 51 i n `•'- 3 A -- Required = 32 i n `•'•2 1 I I• ---b . Ac_tUa1 2, 1.el. 8 psi Fv o Actual - 159 psi. 1 F -b e Allowable 2,436 psi Fv o Allowable= 165 psi ` %. of 11aX. - e8.2 7. of Max. - 06.5 % '----------------- ----------------------------------' ~ DESIGN MOMENTS & SHEARS (Live Loads Skip Loaded For Max. M+ ' ----------------------- Ck = (3 E / 5 Fb)^.5= 21.21 Cf = (12/0^011 = 1.000 Cs = We d / b^2)^.5= 0.00 MAXIMUM MOMENT = 123 in -k Basic S:xx Req'd =. 51 in -3 MAX. SHEAR * 1.5 = 5,226 # Area Required 31.7 in --2 Positive Moment = 123 in -k => Allow. Fb': Center = 2435.8 psi Left Neg. Moment = 0 " => Allow. Fb': Left = 0 " Right Neg. Moment = 0 " => Allow. Fb': Right = 0 " Shear @ Left = 3,446 # Shear @ Right = 3,484 # REQUIRED DEPTHS SLENDERNESS GOVERNS ?? Y=1, N=0 --->> 0 <<-- _______________ DUE TO BENDING : {ApproV.) DUE TO SHEAR : (Approx.) Center Span = 9.8 in @ Left Support = 10.0,in Left Cant = 0.0 in @ Right Support = 10.1 in Right Cant = 0.0 in MAX. REACTIONS Skip Load Live Load ? Y=1,N=0 ---> 0 -------------- Left Support Right Support . Dead Load = -------------- 4,537 # ------------ _____________ 1,609 # Live Load = 2,095. # 2,450 # Total Load = 3,632 # ______ 4,059 # DEFLECTIONS Positive = Downward ----------- Left Center' Right Cantilever __________ Span Cantilever _________ __________ X -Distance = 0 ft 5.125 ft 0 ft (Default =Span/2 ) Dead Load Defl. in 0.15 in NA in L/Defl = NA 840 NA Live Load Defl. = NA in 0.22 in NA in L/Defl NA 558 NA Total Load Defl. = NA in 0.37 in NA in L/Defl = NA 335 NA CAMBER = 1.5 * DL = NA in -0.25 in NA in BEARING : ----�-- Fb— Bearing = 450 psi Bearing Length Required @ Left Support = 2.75 in Bearing Length Required @ Right Support = 3.00 in HEEL CUT HEIGHTS ----------------- Minimum End Height @ Left End For Shear Stress = 10.50 in Minimum End Height @ Right End For Shear Stress = 12.00 ' in BY . ..:.............DATE.'!..'...... .................. .. ..................................................................................... SHEET NO....:..'............ OF .................. ... CHKO. BY ...................... DATE .... ........................... .................................... ................................................................. JOB NO: ................ .................................................................................... ................................ ...... ................. ......................... ...................................... ........................................................................ 14�2 Z9',,l ///"I- 12- �o, �� 2,0 lzo sal®T = 3' � = j, �/ �.t/2' _j 7 /0, 5 2/w— 'OC77 T ............................. ....................... . SHEET NO .......... BY A/ .......... DATE SUBJEC 4 OF .................. CHKD. BY ...................... DATE ....................... ............. .......... .................................................... JOB NO.....�5./.5.3 ....................... ..................................................................................... ............................................................. ....... .............................................................. .......... I ............................................................. 3 �g CIO 0-1 411 Ale z-tl DL/ /CZ-) IR 0 - o -fo)-r /0 -5 09 e9l St 5'4 - - 1 12 __ Zznv 1� � /0, 5/ -IN 0, 0_q0 -IL ��� 5/ /0, SHEET NO. ..... � OF.....Z.1 409 NO....(" D.... ........................ ............................. ................................... _...... �� = O" ®5z. - - p, /�!� AOO Sr-,e� 6R-10 /o '54e7u/ 04L> rw Lid -o.07?* � L L� � � o,S,r0.0�,���3 = o •3CQo ��j Pz.= �•SXo.03�X 9�6= �zo3 oo�D$ 71 5,<( 0.5 xo. o3 oX l 2 3 0.5x (p.SxO.oGDx /7-X7) = O, Zvo �= 0, 5x (0•07,?4 0117) DL . c— o,16 3.'7-5 P 3//V� 61so-c- /G, 5 e6e uJ� 20oD " S-ri 9 Q �,6 6 P®J-1's (1-4 IA.) BY............................. DATE ............... SUBJECT............ I ............................................................................................ SHEET NO . ........ ......... OF .................. CHKD. BY ...................... DATE.......................................................................................................................................................... JOB NO...... `.... .... v .. . ...................... ............. ...................................................................... .................................................................................................................................. ........................................... .................... . ..... 4!::�0&7- St=!*49 ca cv'.�Fla B -aen---j ,/ #".5 P, —I -t I p - / P7- /Z 5�� 090 OL A/M/y RMF 01-51< 214e 31-k- o2o 0, 7 00La-r10^--" .5HT-5, AP 1//� e150 ep". Z- e7�6 IWIA/ x/70/` Z3 � ���' ��- /.5,Y3.�o7= 30, � ��z e 7'eOO - - GIST F v� G C. 8 . .0 CA pw e c -0/7 �W-- �l — 'e6 , 'ePOSTS r5 PROJECT a SUBJECT o SFB4 DATE 3/8'J BY ------------------------------------------------------------------------------ CONTINUOUS BEAM ANALYSIS ------------------------- DESCRIPTION . CONTINUOUS BEAM ANALYSIS ; SPAIN ONE ; SPAN TWO ; SPAN THREE SPAN-LENC-iTH ° f t ; 6 ; 7 ; MOMENT OF INERTIA i n' 4 ; 494.4 ; 494.4 ; 1 END FIXITY- F=l, P=0 LEFT SUPPORT ; 0 ; 1 ; 1 RIGHT SUPPORT COLUMN STIFFNESS ABOVE JOINT in'`4/L l< 0 BELOW JOINT in"4/L :< 0 ABOVE JOINT in"4/I_ ; ci --::: ; 0 -->! it BELOW JOINT in^4/L ; 0 -->! it -->; 0 `AN LOADINGS e ; ; PARTIAL LENGTH e #1: LOAD # / f t ; 560 ; 560 X -LEFT ft ; 0.00 0 ; 0.00 1 0. 0 X -RIGHT ft ; 6.00 ; 7.irci ; 0.00 ; #2-. LOAD #/ft ; iy ; it ; t_r X -LEFT ft ; 0.00 1 0.00 1 0.00 ; X -RIGHT ft ; 0.00 ; 0.00 ; 0.00 ; d#:tee LOAD #/ft ; it ; o ; it X -LEFT ft ; 0.00 ; 0.00 ; 0.00 ; X -FIGHT ft ; 0.00 ; 0.00 ; 0.00 ; TRIANGULAR ° ; . . . . . . . . ; . . . . . ; . . . . . . ; ---. One Load Must = it !l LOAD @ LEFT #/ft ; 0. ; 0 0 LOAD @ RIGHT #/ft ; it ; it 0 X -LEFT ft ; 0.00 ; 0.00 00 ; 0.00 X -RIGHT ft ; 0.00 ; 0.00 ; 0 0.00 CONCENTRATED e #1: LOAD # ; 1 350 ; r 1350 X -DIST ft ; 3.00 ; WOO ; 0.00 . LOAD # ; .1350 ; 1440 ; 0 X -DIST ft ; 0.00 ; 7.00 ; 0.00 #3: LOAD # ; c i ; i t ; i t X -DIST ft 1 0.00 1 0.00 1 0.0c-) #4 - LOAD it ; . s? ; c i i) ; X-DIST ft ; 0.00 ; i)loo . ; 0.00 ; 45: LOAD # ; i 1 ; i ) 1 ; i ) 1 X-DIST ft ; 0.00 ; 0.00 ; 0.00 ; #Q LOAD # 1 ; - C) 1 C) 1 i X-DIST ft ; 1 0.00 ; 0.00 ; 0.00 ; FIXED -END MOMENTS ; LEFT END ft -it ; 2, 698 ; 3, 617 ; 0 ; RIGHT END Q_# -# ; 2, S9O ; 3,296 i FIXED—END SHEAF'S 1 1 1 1 LEFT # ; 3,705 )J ; 2, 7.79 RIGHT it ; 2,355 ; 3,93 FINAL MOMENTS <i SUPPORTS o LEFT f t —# ; 0 ; (4,701) RIGHT ft—# ; 1 4,701 ; 1 0 ; I 0 ; 1 @ MID -SPAN f t -# 1 2,205 1 ; 3,112 1 ; 0 I ; X-DIST ft ; 1 2.83 1 3.64 ; 0.00 ; FINAL SUPPORT SHEARS I 1 1 1 ---------------------- LEFT END it 2,922 ; 3,403 ; 0 ; RIGHT END # ; 3,13e ; 3,q07 ; . 0 ; FINAL REAC=TIONS 1 1 1 1 ' -•-------------- LEFT # I l< 22 2,922 1 1 t RIGHT # ; 6,541 -->! 3,307 -->: 0 -- ; ........ DATE SUEiJECT................................................................................................. SHEETNO . ........... ....... OF ....... ........... .........CI� CHKD. BY ...................... DATE ........................ .................................................................................................................................. . JOB NO. ........... .......... ................................................................................... . .......................................................................................................... .................... .................................... I ............................... .25 na S 0 el;ie el -7 15,1 wa 57 o�o�s z � �� J BY ... .. ... DATE CHKD. BY ....................... DATE ........................ .............................................. . ..... A Z-ozop-(97OF7 SUBJE1.1- ............................................................................................... ....................................................................................................................... ................ : ............................................... I ..................................................... w„ lxT '010310 WL of 04 0 ,�L= (�-S.ro.o3o x��- o,Sx. �.oyox3 2� f6 SHEET NO.:...' -Z - .OF ./ ...... ... .... ... JOB. ... ...... ..................... ...... ..... -4- 0.0 2 5 le- ffe. uAche-r 7-. a9,P,< 46 SUBJECT:* FOUNDATION DESIGN AT . BY: FLT DATE: 4/89 JOB NO.: 9053 31-0" HIGH WALL – SHEETS FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET F-1 OF A. DESI8N_CRITERIA� STUD WALL, FLOORS & ROOF ARE SUPPORTED BY CONCRETE RETAINING WALL FOUNDATIONS. CODE 1985 UBC SUPERIMPOSED LOADS - MIN. DL = .010 x 6 + .018 x 6 = .17 k/l. OADS: MIN.DL=.010x6+.018x6=.17k/l MAX. LL = .020 x 12 +.010 x (12-6) +.052 x (918.5) +.018'x (19-6) = 1,44 k/l EXCEPT AT WALLS H & I MAX. LL = .020 x 9 +.010 x (9-6) +.052 x 1.5 +.018 x (21-6) ' = .56 k/l AT WALL H ONLY LOADING PER ABOVE IS CRITICAL FOR BOTH – BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL – ROOF LL + ADD'L ROOF DL + FLOOR DL+LL + STUD WALL DL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL 2.0/6^2 = .056 KSF -- 11 SURCH. AT WALLS H & I ONLY - ' CALCIS PROVIDED FOR: A. 31-0" HIGH WALL – SHEETS F-2 & F-3 B. 4Y-0" HIGH WA/L – SHEETS F-4 & F-5. ' C. 51-0" HIGH WALL – SHEETS F-6 & F-7 D. 61-0" HIGH WALL – SHEETS F-8 &F-9 E. 77-0" HIGH WALL – SHEETS F-10 & F-11 F. 8'-0" HI8H WALL – SHEETS F-12 & F-13 G. 91-0" HIGH WALL SHEETS F-14 & F-15 H. 101-0" HIGH WALL – SHEETS F-16 & F-17 I. 131-0" HIGH WALL – SHEETS F-18 & F-19 CONSTRUCTION DETAIL – SEE ARCHITECTURAL MATERIALS: CONCRETE – ULTIMATE COMPRESS. STRENGTH – f'c = 2000 PSI @ 28 DAYS, REINFORCING – ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE— 1500 PSF, ALLOWABLE LATERAL BRG, PRESSURE.– 100 PSF 0 PROJECT MICHAEL HASSI8 AIA JOB NO. : 9053 DATE : 4/1989 CALC'S BY :' FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------- _______________ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ' (916)- 8720254 GRADE SLOPE RATIO: LEVEL ' SOIL EQUIVALENT FLUIDPRESSURE (PSF): 30 SURCHARGE (FEET)-- 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .17 - LIVE LOAD (KIP): 1.44 OVERALL HEIGHT OF THE WALL - H (FEET): 3 ~� OVERALL HEIGHT OF THE SOIL - Hr (FEET): 2.5 THICKNESS OF WALL - TOP (INCHES): � 6 - BOTTOM (INCHES): . G. COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE v Fw (KIP): 0.09 MOMENT - Mw (FT -KIP): 0.08 � AREA REINF. (IN^2) 'd'(IN)` SIZE & SPA (IN) --- ___--- ________________________________ ' 0,014 3.75 #4 @ 168.8 MIN. VERTICAL REINF. - .15 % (IN -2): . 0.108 ' MIN. HORIANTAL REINF. - .25 % (IN -2). 0.10) DESIGN REINF. - VERTICA0 #4 @ 24 -H COMBINED STRESSES @ WALL: | ' | 0.08 < 1.0 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ' ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100. 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 9 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 9 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACKTO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF - _ NET MOMENT,- Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF).- SOIL PSF):SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE 1 Mt (FT -KIP): 0. 21 0.26 0.92 1.08 4.09 0.81 0.11 0.10 2.00 0.67 616.30 < 1500 302.53 >.0 -/ 1336.30 < 1500 \ � ` 1022.53 > 0 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) --------------------------------------------------- 0.027 5.75 #4 @ 88 DESIGN TOE REIN FOOTING - HEEL: 0~43 > 0.21 0.96 0.23 UNIFORM LOAD @ HEEL - Wv (PLF): 59.97 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 117'66 MAX. MOMENT @ HEEL - Mh (FT -KTP): 0v0i � NO REINF. REQUIRED PROJECT :'MICHAEL HASSIG AIA JOB NO. : 9053 ` DATE : 4/1989 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD QP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): ' COEFFICIENT TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) -------------------------------- 0.039 ____________________ 3.75 #4 @ 61.5 ' MIN. VERTICAL REINF. - .15 % (IN^2): MIN, HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL #4 @ 24 �// —HORIZONTAL: #4 @ 13 / COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF LEVEL 30 0 40 2000 .17 1.44 4. � 35 6 6 1.46 0.18 0.21 0.14 < 1.0 CALCIS BY : FLT FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 9 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 9 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH.OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.34 OVERTURNING MOMENT - Mo (FT -KIP): 0.54 TOTAL RESISTING WEIGHT - W (KIP): 1.11 RESISTING MOMENT - Mr (FT -KIP): 1.33 OVERTURNING RATIO - SF 2.48 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): SHEET'c=j-OF Z/ 0.79 0.29 0.32 2.00 0.67 1034.85 <,1500 AREA REINF. (IN^2) 'dl(IN) SIZE & SPAJIN) ----------------------------------------------------- 0.039 _______________________________________________0.039 5.75 #4 . @ 62.2 DESIGN TOE R / +� 1.18 0.32C�16& CALCIS BY : FLT FOOTING DESIGN:- --------------- DENSITY ESIGN:'_______________ DENSITY OF SOIL (PCF): ' DENSITY OF CONCERTE (PCF): ' OVERTURNING RATIO - MIN: - MAX-: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: , DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): 'OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ' NET MQMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING -AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE w Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): ' MAX. MOMENT @ TOE - Mt (FT -KIP): � ' SHEETF=TOF Z/ ' 100 150 ^ 1.5 2.5 ' 1500 200 0.35 9 � � � � 9 0 0 ~ /� � �os 0.4 8 »/�^ ` 07 . 9 .32 / ` 0.67 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.039 5.75 #4 @ 62.2 DESIGN TOE RE]NF.: #4 @ 24 .. .. ' 1034.85 < 1500 78.61 > 0 1754.85 < 1500 798.61 > 0 ' ^ ^ 0.50 > 0.34 1.18 1 0.32 �F � PROJECT : MICHAEL HASSIG AIA JOB NO. : 9053 DATE : 4/1989 ' CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---- 1 ----- ----------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE.RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET); OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES):- ' COEFFICIENT - a TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd!(IN) SIZE & SPA (IN) --------------------------------------------------------- _______________________________________________0.083 3.75 #4, @ 0.083 28.9 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REfNF. -"VERTICAL. #4 @ 24 - HORIZONTAL #4 @ 13 COMBINED STRESSES @ WALL: | � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916T 872-0254 SHEET r--gOF 07 LEVEL 30 0 40 2000 .17 1.44, 4.5 6 6 1.46 0.30 ` 0.46 0.108 ' 0.180 0.26 < 1.0 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF):- DENSITY PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT- Fc: 'SHEET"17OF 0/ 100 150 1.5 2.5 -~~~ 1500 � 200 0.35 DESIGN FOOTING DEPTH (INCHES): 9 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 13 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 28' OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING}1OMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP) - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES'- ADDED LL - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0.50 0.95 1.36 2.04 2`.15 AREA REINF. (IN -2) W(IN) SIZE & SPA (IN) --------------------------------------------------- 0. 080 _______________________________________________0.080 5.75 #4 @ 29.9 �~~~ DESIGN TOE REI #4 @ 24 0.59 > 0.50 1.46 0.68 0.36 0.49. 2.33 0.91 1121.74 < 1500 40.61 > 0 1474.40 < 1500 \ 922.24 > 8 AREA REINF. (IN -2) W(IN) SIZE & SPA (IN) --------------------------------------------------- 0. 080 _______________________________________________0.080 5.75 #4 @ 29.9 �~~~ DESIGN TOE REI #4 @ 24 0.59 > 0.50 1.46 0.68 . . PROJECT JOB NO. DATE : MICHAEL HASSIG : 9053 : 4/1989 CALCIS BY : FLT FLT ENGINEERING AIA 5790 CLARK ROAD PARADISE, CA (916) 872-0254 �_^u ' / SHEET ,- r OF SUBJECT: CONCRETE CANTILEVER RETAINING WALL ________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD — DEAD LOAD (KIP): ' — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): COEFFICIENT —a : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): 2 v 1 43 0 4Q- 2000 .17 1.44 6 . ��. 5.5 8 �~^ 1.46 ` 0.65 1.19 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.143 5.69 #5 @ 26 �~ MIN. VERTICAL REINF. — .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. — .25 % (IN^2): 0.240 DESIGN REINF. — VERTICAL: #5 @ 24 — HORIZONTAL: #5 @ 16|,�^/ COMBINED STRESSES @ WALL: 0.28 < 1.0 n CALCIS BY : FLT FOOTING DESIGN: DENSITY OF AIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSFl: FRICTION COEFFICIENT --Fc: SHEETOF 0/ 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 23 ' FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 9 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP\: OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ' ECCENTRICMOMENT -.Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF)s, ` SLIDING RESISTANCE - Fr (KIP): FOOTING EARTH PRESSURE @ TOE � Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 1.05 2.46 2.25 5.18 2.11 2.72 0.46 1.03 3.33 1234.35 < 1500 117.32 > 0 1212.75 < 1500 1002.92 > 0 1.59 > 1.05 1,75 1.87 AREA REINF. (IN12) 'dl(IN) SIZE & SPA (IN)- ------------------------------------------------ 0.147 IN)________________________________________________0.147 8.69 #5 @ 25.3 DESIGN TOE REI #5 @ 24 | PROJECT : MICHAEL HASSIG JOB NO. : 9053 DATE : 4/1989 CALCIS BY : FLT FLT ENGINEERING AIA 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 2 :'1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 43 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD.- DEAD LOAD (KIP)- - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES) -- COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): SHEET F-ffl OF Z/ .17 1.44 7 6.5 8 � 8 1.46 0.91 1.97~, AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0-236 5.69 #5 @ 15.7 ` MIN. VERTICAL REINr. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL - HORIZONTAL:--�--l� COMBINED STRESSES @ MALL: 0.44 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE�- Fw2 (KIP): 0.44 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.65 AREAVEINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0. (")78 _______________________________________________0.078 5.69 1 #5 @ 47.5 DESIGN REINF. - VERTICAL: #5 24 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF):' DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: SHEETTVYOF-5/ , 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): . 12 DESIGN FOOTING WIDTH -HEEL (INCHES): 9 - TOE (INCHES): 29 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 .-BACK TO BACK OF WALL (INCHES): 9 TOTAL WIDTH OF FOOTING (INCHES): 46 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING.WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA-- Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY _ SPt (PSF)- - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF)- SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 1.38 3.67 2.62 7.20 1.96 3.53 'd'(IN) SIZE & 0.57 0.237 8.69 #5 1'48 15.7 DESIGN TOE REr 3.83 | 2.45 1288.14 < 150 76.55 > 0 */ 1173.81 < 150 ° 942.18 > 0 \ 1.72 > 1.38 \ 2.19 3.02 AREAREINF. (IN^2) --------------------------------------------------- 'd'(IN) SIZE & SPA '(IN) 0.237 8.69 #5 @ 15.7 DESIGN TOE REr | -------- �v-' �^ ~' 120710 �- PROJECT : MICHAEL HASSIG AIA JOB NO. : 9053 DATE : 4/1989 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL --------------------- _____________ WALL DESIGN: ` ALL CALCULATIONS ARE IN UNITS/LN. Ff. GRADE SLOPE RATIO: 2 : 1 SOIL EQUIVALENT FLUID'PRESSURE (PSF): 43 SURCHARGE (FEET):0 YIELD -STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE -SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): ' COEFFICIENT - a : ` TOTAL EARTH PRESSURE - Fw (KIP); MOMENT— Mw (FT -[-.::IP): AREA REINF. (IN^2) 'dl(IN) - SIZE & SPA (IN) ------------------------------------------------------- 0.367 _______________________________________________0.367 5.63 #6 @ 14.4 MIN. VERTICAL REINF. - .15 % <IN^24 MIN. HORIZONTAL REINF. - .25 % (IN^2): FLT ENGINEERING 5790 CLARWROAn PARADISE, CA (916) 872-0254 SHEET 044ZOF�? �.17 1.44 7.5 8 ' 8 1.46 1.21 3.02 0.144 0.240 DESIGN REINF. - VERT �~~~- - HORI ONTAL #5 @ 15 | COMBINED STRESSES @ WALL: 0.67 < 1.0 ' HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 - HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.65 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.19 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.143 __________________________________________�0.143 5.69 #5 @ 26 DESIGN REINF. - V Y | CALCIS BY : FLf FOOTING DESIGN: SHEET 1"V3 OF DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO.- MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF):` 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 ' - TOE (INCHES): 35 FOOTING KEY- DEPTH & WIDTH (INCHES): 15--&����� _ - BACK TO BACK OF WALL (INCHES) 9 TOTAL WIDTH OF FOOTING CH S) 52 OVERTURNING FORCE - Fo (KIP): \ 1.74 OVERTURNING MOMENT - Mo (FT -KIP): 5.22. TOTAL RESISTING WEIGHT - W (KIP): 3.08 RESISTING MOMENT - Mr (FT -KIP): 9.83 OVERTURNING RATIO - SF 1.88 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET).- ECCENTRIC FEET):ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA.- Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr.(KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): ' v � ' 4.61 0.67 2.06 4.33 3.13 1369.70 < 150-0- 50050.90 50. 90 > 0 1203.55 < 1500 881 66 . > 0 � \ 2.09 > 1.74 2.70 4.57 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.361 8.63 1*6 @ 14.6 ^/ DESIGN TOE REIN _ PROJECT : MICHAEL HASSIG JOB NO. : 9053 DATE : 4/1989 CALCIS BY : FLT | FLT ENGINEERING AIA 5790.CLARK ROAD SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------ "_________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. Ff. ` GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): 43 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 PARADISE, , CA (916) 872-0254 GRAVITY LOAD - DEAD LOAD (KIP): .17 - LIVE LOAD (KIP): 1.44 OVERALL HEIGHT OF THE WALL - H (FEET)- 9 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.5 THICKNESS OFWALL - TOP (INCHES): 8 - BOTTOM (INCHES): . 8 COEFFICIENT - a : 1.46- TOTAL .46TOTAL EARTH PRESSURE - Fw (KIP): 1.55 ' .-,._ MOMENT - Mw (FT -KIP): 4.40~ AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) , 0.534 5.63 #6 @ 9.899999 MIN.VERTICAL RE�INF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.240 DESIGN REINF. - VERTICALg #6 @ � - HORIZONTAL: #5 = 15 COMBINED STRESSES @ WALL: 0.96 < 1.0 . HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.65 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.19 AREA REINF. (IN^2) �d'(IN) SIZE & SPA (IN) ------------------------------- ___________________ 0.143 !�.69 #5 @ 26 u' DESIGN REINF. - V ' 4 CALCIS,BY FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ' OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: qHEETf�-/'_dF Z/ -' ---__-- - 100 150 1.5 2.5 1500 200 0.35 DESIGN TOE RE ' DESIGN FOOTING DEPTH (INCHES): 12` DESIGN FOOTING WIDTH - HEEL (INCHESA .'^. 12'~ TOE (INCHES) 42 FOOTING KEY - DEPTH - BACK TO BACK OF WALL (INCHES) ' TOTAL WIDTH OF FOOTING ( ^``~..��' /�/7~���/ ^ot-�^~ _~ ,~..~ � OVERTURNING FORCE - Fo (KIP): | 2.15| OVERTURNING MOMENT - Mo (FT -KIP): 7.17 TOTAL RESISTING WEIGHT - W (KIP): 3.86 RESISTING MOMENT - Mr (FT -KIP): 14.63 OVERTURNING RATIO - SF 2.04 NET MOMENT - Mn (FT -KIP): 7.46 ECCENTRICITY - e (FEET): 0.65 ECCENTRIC MOMENT - Me (FT -KIP): ' 2.51 FOOTING AREA L Af (FT -2): 5.17 SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): 4.45 1311.87 < 1500 ^� - SPh (PSF): 182.33 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1186.00 < 1500 \ - SPh' (PSF): 865.61 > 0 SLIDING RESISTANCE - Fr (KIP): 2.60 > 2.15 ' FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 3.25 MAX. MOMENT @ TOE - Mt (FT -KIP): 6.47 AREA REINF. (IN -2 > 'd'(IN) SIZE & SPA (IN) --------- ________________________________________ 0.512 8;63 #6 @ 10.3 DESIGN TOE RE ' PROJECT : MICHAEL HASSIG JOB NO. : 9053 DATE : 4f1989 CALCIS BY : FLT FLT ENGINEERING AIA 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------� WALL DESIGN- ------------- ALL ESIGN:____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRAbE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUITPRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP).- - KIP):- LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.518 7.63 #6 @ 10.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): SHEET 141COF A/ .17 � .56 10 10.5 10-- 10 1.46 1.65 5.79 0.180 0.300 DESIGN REINF. - VERTICAL #6 @ 9 - HORIZONTAL #5 @ 12 | COMBINED STRESSES @ WALL: .0.68 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 7. HEIGHTFROM TOP OF THE SOIL - Hr2 (FEET): 7.5 THICKNESS OF WALL -' BOTTOM2 (INCHES). 10.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.84 MOMENT @ Hw2 - Mw2 (FT -KIP): 2.11 AREA REINF�(IN^2j 'dl(IN) SfZE & SPA (IN) 0.187 7.69 #5 @ 19.9 y' DESIGN REINF. - VERTICAL #5 @ lu | ` CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: � MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 SHEET01--- ��/ DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING,WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 38 �. FOOTING KEY - DEPTH &- 1.5 �tf���� - BACK TO BACK OF (INCHES): ' TOTALWIDTH OF FOOTING�^ CHES6 OVERTURNING FORCE - Fo (KIP): 1.98| OVERTURNING -MOMENT - Mo (FT -KIP): 7.60 TOTAL RESISTING.WEIGHT - W (KIP).- 4.10 RESISTING MOMENT - Mr (FT -KIP): 15.03 OVERTURNING' RATIO - SF 1.98 NET MOMENT � Mn (FT -KIP) - ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTfNG AREA - Af (FT -2) - SECTION MODULUS - S (FT^3): SOIL PRESSURES -.DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF\: - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING -_TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): ' 7.43 0.69 2.82 5.00 4.17 1496.42 < 1500 143.06 > 0 1462.82 < 1500 \ / 400.66 > 0 2.45 > 1.98 3.38 6.07 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.480 8.63 #6 @ 11 DESIGN TOE REINF #6 @ 9 �~~ ~� | | VZ FLT ENGINEERING PROJECT : MICHAEL HASSIG AIA 5790 CLARK ROAD JOB NO. : 9053 . PARADISE, CA DATE : 4/1989 (916) 872-0254 CALC'S BY : FLT SHEET F-)eOF4/ SUBJECT: CONCRETE CANTILEVER RETAINING WALL ' D __________________________________ ` WALL ESI6N: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL.- SOIL EVELSOIL EQUIVALENT FLUID'PRESSURE (PSF): 30 SURCHARGE (FEAT): 2000# WHEEL LOAD ` 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ` GRAVITY LOAD - DEAD LOAD (KIP): 0 -LIVE LOAD (KIP): 0 ' J - OVERALL HEIGHT OF THE WALL - H (FEET): 13 .x ~ OVERALL HEIGHT OF THE SOIL - Hr (FEET): 10.5 THICKNESS OF WALL - TOP (INCHES): 1014"� ' - BOTTOM (INCHES): . 10 COEFFICIENT 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 1.65 MOMENT - Mw (FT -KIP): � ' 5.79 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.518 7.63 #6 @ 10.2 ' MIN. VERTICAL REINF. - .15 % (IN^2Y: 0.180 MIN. HORIZONTAL REINF_- .25 % (IN^2)v 0.300 x~ DESIGN REINF. - VERTICAL- ' - HORIZONTAL- | � HEIGHT FROM TOP OF THE WALL - H2 (FEET): 10 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 7.5 THJCKNESS OF WALL - BOTTOM2 (INCHES): 10. 00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.84 MOMENT @ Hw2 - Mw2 (FT -KIP): 2.11 AREA REINF. (IN^2) SIZE &SPA (IN) ---------- ______________________________ 0.187 7.69 #5 @ 19,9 DESIGN REINF.-- VERTICAL #5 @ lU | - ' . CLC A'S BY : FLT SHEET��*?OF�� FOOTING -DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MINN 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTIONCOEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 ' DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 38 � ' . /y FOOTING KEY � DEPTH & WIDTH (INCHES): 15 --������ ��^''��/ ' ~- -'/ ~^ �_ - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING CINCHES): 60 | OVERTURNING FORCE - Fo (KIP): 1.98� OVERTURNING MOMENT'- Mo (FT -KIP): 7.60 TOTAL RESISTING WEIGHT - W (KIP): 4.60 RESISTING MOMENT - Mr (FT -KIP): 17.12 OVERTURNING RATIO - SF 2.25 ' NET MOMENT (FT -KIP): 9.51 ECCENTRICITY'- e (FEET): ' 0.43 ECCENTRIC MOMENT —Me (FT-KIPQ 2.00 FOOTING AREA - Af (FT^2): 5.00 SECTION MODULUS - S (FT^3): . 4.17 ' SOIL .PRESSURES - DL ONLY - SPt (PSF) :' 1400.12 < 1500 ~ - SPh (PSF): � ` 441.36 > 6 - SLIDING SLIDING RESISTANCE - Fr (KIP); � ' 2.62 > 1.98 EARTH PRESSURE @ TOE -Fv (KIP): 3.47 MAX. MOMENT @ TOE - Mt (FT -KIP): 6.01 ' AREA REINF. 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JOB NO.....7 0.��.:--�......... .�gev' 7=1.:..C....................................:....:...........o........ j... . .. .. .. ... )41 4rr/er/ 41A SRING 5790 CLARKRM PARADISE. /7 -Cr'" IrV,91%CRI-T p= 2' 7Ye--'3CSG .�T/1 Gr¢1+1 .GY - Sf7'�is Q�pf ESSIpN9 _ . 3,p,< (,g .f� x l r = Z � m NO 4 4 ^ lF OF ,4 = 2.2,'x Z/ Z,3,p /6 /.v2 /-p-rt-, - z. ZIP. S, S)°= i BY DATE SUBJEcT..-g77r ................................... . ........................... . .................. SHE: ET NO...!q OF .... ............. CHKD. BY . .................... DATE ........................ ................ .. . .................................................................................................... JOB NO . ...... Zeql--7- Ag .��-�/ --- T cam. � (2� - ���z = 9 � 02e2 1,30 67,,c (C 141pel(- , f o-C7:r ew' — ZZ/ zz//, S-�= Mg ox 'o ea 1,45, o4n. /ZF47101 —a=. veq,/S-7S, .,.& &7/1;� z - olle- s S�7v-z>-v 1 WA V4-��e�e 4�e 112 4y OtO SeP, X /Z BY DATE ............ 0..47-'?. OF .-.. -f . ............ 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JOB NO . ........... 70..f.-3 .... . .. / .......... .... ..... . ........ ............................................................... ......... ............................................................... : .................. . ............................................... ........................................................................ 167- r;= 2, 7F/e �V MX Cal "C' / oto a -x FX 1Fx Z ��C-7add n�� w`�� � o� �#�oTTd� color-, 77, FLT ENGINEERING SUBJECT: CONC. CANTILEVER.REATININ6/POOL WALL 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 8/89 JOB NO.:. 9053-2 PROJECT: MORRIS MORRIS RESIDENCE, - POOL SHEET R-1 'OF = ' ` DESIGN_CRITERIA: ' RETAINING WALLS FOR'A SWIMMING POOL,+ SPA WITH SOIL PRESSURE ON THE OUTSIDE. WALL HEIGHT OF 5-16" MAX. WITH WATER & SOIL HEIGHTS AT ' 5 -0" MAX. CODE 1985 UBC . SUPERIMPOSED LOADS: NONE CALCIS PROVIDID"FOR: 8" CONCRETE -WALL MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI @ 28 DAYS, REINFORCING - ASTM A615, GRADE ' ' ' 40, ALLOWABLE SOIL BEARING PRESSURE --1500 PSF, - ' ALLOWABLE LATERAL BRG. PRESSURE -' 200 PSF PROJECT :,MORRIS RESIDENCE � POOL JOB NO. : 9053-2 DATE : 8/1989 _ CALCIS BY : FLT FLT ENGINEERING ' 5790 CLARK ROAD PARADISE,. CA (916\ 872-0254 SHEET AL.~ �' OF � -- SUBJECT: CONCRETE CANTILEVER WALL ----------------------------- . WALL DESI8N: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT,: GRADE SLOPE RATIO: SOIL EQUIVALENT FlAID PRESSURE (PSF): SURCHAReE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF� (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ^ G�4VITY LOAD —DEAD LOAD (KIN: '-`L/IVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): -'BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.200 _______________________________________________0.200 5.69 #5 @ 18.6 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL #4 @ 18 - FuRIum L: #o e 16 ' / / 40 2000 1.00 1.67 0.144 0.240 ~ PROJECT :i MORRIS RESIDENCE - POOL JOB NO. : 9053-2 DATE I 8/1989 CALC'S BY : FLT FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - F' FLT ENGINEER INS 5790 CLARK ROAD PARADISE, - TOE (INCHES): CA (916) 872-0254 FOOTING KEY - DEPTH & WIDTH (INCHES): 100 150 1.5 2,5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): 0 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): ' 58 . JVERTURNING FORCE - Fo (KIP): 1.�4 CVERTURNING MOMENT - Mo (FT -KIP): 2.88 TOTAL RESISTING WEISHT - � (KIP): 4.23 -- 0,x�� RESISTING MOMENT - Mr (FT -KIP): 10.65--�- OVERTURNINS RATIO - SF .�J- 3.70 _ ' NET MOMENT - Mn (FT -KIP): 7.77 ECCENTRICITY - e (FEET): 0.58 ECCENTAIC MOMENT - Me (FT -KIP): 2.4-11- .44FOOTING FOOTINGAREA - Af (FT^2): 4.83 SECTION MODULUS - S (FT^3): 3.89 SOIL PRESSURES - DL ONLY - SPt (PSF): 1500.91 < 1500 - SPh (PSF); - 247.94 > 0 SLIDING RESISTANCE - Fr (KIP): ' 1.58 > 1.44 � FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): 650.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF>: 10416.67 PRESS. @ REAR FACE OF WALL - SPf (pSF): 1328.09 ' MAX. MOMENT @ HEEL - Mh (FT -KIP): � � 2.78 AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) . _______________________________________________ � 0.196 9.69 #5 @ 19 DESIGN HEEL RE PROJECT : MORRIS RESIDENCE'- POOL JOB NO. : 9053-2 DATE : 8/1989 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGNA ` ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (P8F): 30 SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 5.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5.17 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES); 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.40 MOMENT - Mw (FT -KIP): 0.69 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------- _______________________________ 0.083 5.69 #5 @ 44.9 MIN, VERTICAL REINF. - .15 % (IN -2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: � HORIZONTAL: #5 @ 16 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) |72-0�54 � m ' ^ . ^ ' + ' ^ OVERTURNING FORCE - Fo (KIP):' OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTIN8KOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA � Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - - SPh (PSF): SLIDING RESISTANCE - Fr (KIP): / FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE '& SPA (IN) 0.151 8.69 #5 @ 24.6 ` DESIGN TOE REINF #5 @ 24 0.57 1.17 1.18 3.41 2.90 2.24 0.18 0.21 4.17 2.89 355.24 < 1500 208.76 > 0 0.51 < 0.57 -- ��/�� '/ 1.03 1.92 FLT ENGINEERING PROJECT : MORRIS RESIDENCE - POOL 5790 CLARK ROAD JOB NO. : 9053-2 ` PARADISE, CA DATE : 8/1989 (916) 872-0254 CALCIS BY : FLT .. . SHEET 04-nF FOOTING DESIGN: . ' ' DENSITY OF SOIL (PCF): 100 DENSITY OF C NCERTE (PCF): 150 OVERTURNING RATIO - MINv 1.5 ' - MAX: 2.5 ' ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 0 - TOE (INCHES): 42 -- _S14 -1/i -Is FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK -TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 50 OVERTURNING FORCE - Fo (KIP):' OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTIN8KOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA � Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - - SPh (PSF): SLIDING RESISTANCE - Fr (KIP): / FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE '& SPA (IN) 0.151 8.69 #5 @ 24.6 ` DESIGN TOE REINF #5 @ 24 0.57 1.17 1.18 3.41 2.90 2.24 0.18 0.21 4.17 2.89 355.24 < 1500 208.76 > 0 0.51 < 0.57 -- ��/�� '/ 1.03 1.92 7 �..ca a Cl - 0 ' , �''-t ;ka - r 107 I j 90 � A x y )t 11 Y i w""".`.^.--=-..�::...,..—...�..—,..:, �► M Gni + � � � % ��.� � y su UE 55 NTY OUILDINGDEPARTMENT /APPR' M , _.;ter._.-..,.�....�....,- . �, - w�....�...� u u. �..� � �.� . _ .� _ r,. � - :. �r�ir�-d r Y1. 02TU _ _ __ •"®' ,, 'TIO, s�, • �. 91N TSI rIM cJoIK 91 �/ TJ <I ! F Afflo 1 T11 I�k:a1�111 - BUTTE COUNT IT NT mIG DEPART BUILIM pp, 1 ' r i. e i moo...- „�., _ . -v. ;�., , .. n { r:. _... ..__._._ i M1 �l � ' ��. '.r� i '..'. +. � �Ci l7 � 11 ��. t � � F � 5 r, ti. .. RlDdt/1410 DETAIL 1 �. , --�-- ,: .., 'I ,, . ,� r 1" � F-r�, RAK,F-VVALL PF-T.,A,.IL �� g ' ,' Novambar 1, 198a ;i ` �' ,; _. � .F� r. m r ry , , i... U �"• 5 L_ 181 � ,� ��. r� ,rr - T� a ® e p r f QRpSESS/A No. &4 4N V 2r T, E'G`1"f OF.I �- SDN, JOio, _-L. 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