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HomeMy WebLinkAbout069-030-009069-030-009 94-0359B,P;'E,M NELSON, NORMAN 0 36— ' CON � T: UTTER-BUILDERS CONST. j 6,185 BECK14OURTH WAY, OROVILLE Y0 j / NEW `SINGLE FAMILY / 069=030-009 ..� PERMIT#94-2409 NELSON,►0RM9h�, 6185' Bid'rTRTH, WAY'-'.OROVILL��' CONT: BETitk BUILDERS D7li CONVCRAb1LSPACE TO STG "AREA/SF' .' i i V=OK O=Not OK -=Not Applicable =Not Ready MOBILE HOMES - ' MISCELLANEOUS . Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a - 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. -Water; Location -Teat -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftra: Connectors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Shthg: Rfg.-Bracing 6. Gas; Location -Teat -Wrap: / /" L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Net. or/ /'L"ft./ P'LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftm-Trusses 9. Siding; Nailing -Veneer -Stucco -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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 Date/Initials POOLS (Plana) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval * Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 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-PaneIboards- Ins. to Main in Conduit 9. Health Department Approval r 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ina. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above Insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plana) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41: Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg :Appliance -Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN/DISION County Center Drive - Oroville, California95965 -Telephone (916) 53PERIT NO. APPLICATION AN® PERMIT 9 ASSESSOR PARCEL NUMBER n69 nip—opq ZONING B LDING PERMIT OWNER NORMAN NELSON TELEPHONESQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS BETTER, BUILDERS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ TO ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee MTN $ 2300 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6185 BECKWORTH WAY PERMIT FEE $ 142.00 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SPADuplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ElUtilities ❑ Installation ❑ Othei(OO Describework: CONVERT CRAWLSPACE TQ STORAGE AREA PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 000V OR LESS ► 200A OR LESS 23.00 Main Service ( 200A TO 1000A ► 46.00 NEW CONS.OR ADDNS? ( O & ACCLLINGBLOS. )392 3.50 'F'T.- 13.75 CONTRACTORS LICENSE LAW 1 de lar er penalty of perjury (check one) am a licensed under provisions of Chapter 9, Division 3 of the Business and �j Professions Co e,ar),d,gl�cense is in full force and effect.[ `��7CCaaL� 1 \) License No. Classification ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.REsID. ( BRANCH CIRCUITS ► @7.50 P,, APPARATUS ► 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ► 20 @ 1.00 BAL. .50 UF APPLN OR EX. OCCUp. 1 OUTLETS IRESID.1 EA. ► 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ T permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 33.dee Contractor MECHANICAL PERMIT Filing F Heating Cooling Hood 6. Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequen of the grantin this permit. X Date — SignatApplicant ❑Owner O Contractor An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in heig t Mobile Home Installation Fee $ Energy Inspection Fee $ C Cgydr/r�fPE (/ TOTAL FEES HAZ• D. FEES IMP F.L;pd I CDF PAR PD HD This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated abo for which fee have been BY PERMIT EXPIRES ON /-2?"�� Mato applicable provisions to do work paid. Datel�� Receipt No. 167533 � 7` (,�Q 3�. WHITE-D.D.S.-B.D. CANAR ASSESSOR •INSPECTOR GOLDENROD -APPLICANT XE COUNTY OF BUTTE BUILDING DIVISION .`;10DEPARTMENT OF DEVELOPMENT. SERVICES . 1469 Humboldt Road, Chico, CA (916) 891-2751 ` 7 County Center Drive, Oroville, CA'- (916) 538-7541. 747 Elliott Road, Paradise, CA - (b 16) 872-6307 r CORRECTION NOTICE *' O ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con act this office immediately. 4 L '/ r Date f//, Inspector �---=- REV 101972"' y.< it 4o '/ r Date f//, Inspector �---=- REV 101972"' y.< COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER rJ' l A. P o. 06 - 0 Proposed Building Use CC- Building Inspector Date At time of pe it application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. W you issue the per it, pro ss as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Applicant Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation 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. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant J"'�,."`'�� "'6r .. .. �jf^"yea'"p`�y�Y'+*y'"y�+;�i.t�''wl"t�+!",y�.!°'I»'�"t"'~,p"warN�r4�.irhY.•''�+�t^^'..,t,+z"'" -,... COUNTl(OBUTTE - DEPARTMENTOF®EVBL- PMENTSERVICES - BUILDIiNG.DV,ISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONX(9) 8-7541 a - PERMITAPPL CATION DATA SHEET OWNER A. P. o. Proposed Building Use Building Inspector Date 7171. it application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ....... •.................. . 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. 'Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of'Chico plumbing permit . ......................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ - `� 18. Contact Land Development,about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). pre-InsWct'*n re4dest 20. Pre -inspection for required. .. to Building lospector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..........:........:..:....:............ . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ........ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34 W n you issue the per it, pro ss as follows: Mail to owner. Mail to -contractor. , Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation t . Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date'l/ r:Byf, l The following data must be submitted prior to permit issuance: (Circle new item not checked above),-,- r 1. Index permit for above items No. 2. Additional items required: Contr , designer, owner, was advised of above required data by l/phone _ mail Coun er by _ Date b d� Contractor, designer, ow er, wA advised of abo eX uire`�aW by _ phone _ mail . C t by _ Date Plans checked by `= `: 7 /r ),Date , 7 Plans approved by Date - 3 Sets of plans on hold in { File cabinet AP folder Copy - Department of Public Works REST ENTIAL i 069:030'009 , 94 0359B,P-E;M . L2 y'�f S '4a 'v" I i 12e' !-r i.�.NELSON, NORMAN p .�9 CONT:. BETTER BUILDERS CONST. -6185 BECKWOURTH WAY;:OROVILLE NEW, SINGLE FAMILY aj9 ql�l a 14 y� Nay Cho a= ✓ �- y, n �' OFFICE COPY I V = OK .r O = Not OK = NotNo Readyebte MOBILE HOMES MISCELLANEOUS Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'s Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 10• 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors i - 5. Electricity; Location-Clearencea-Grnd-/ /Amp -Concrete Shthg.-ft.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft:- 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / -/"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses „+ 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements' ` 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector Date/Initials POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining + ,. 8. Gas and Electricity Tagged .. 4. Elec.; Receptacles and Lighting, Distances-GFI .9. -Exits; Insp.-Sketch. 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec .;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater N 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Pane lboards-Ins. to Mein in Conduit 9. Health Department Approval , 10. Plumb.; Cir. Test -Water Supply Test - 1 • - i, as S � • T V=OK O = Not OK - = Not Applicable RESIDENTIAL. (Single & Duplex) = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /' Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ins. LA4:'Girders- -Anchor Bolts -Joists -Vents -Cripples 15. Acc6fs f1venfliation 16. Insulation Date/Initials PLUMBING Permit OK except #'s Water'Htr.; Vent -Access -Combustion Air -Baffle e ipe; Test & Anchor -Nail Protection .; Test -Fittings & Anchor-Naii Protection hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 21,—Gas°fipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'s 77 Fi_4&m & Transformer Clearance -Ins. Protection L28-liec. Receptacles Spacing -Lights & Switches at Doors foxes & No. of Conductors -Stapled ff?rR9,mex Installed Close to Edge of Studs & C.J. . E . Ground made up w/Mach. Fastners-Bond Gas & Water &7-12 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / j / ga. Cu001 AI A.C. Wire Size / / ga. Cu or Al 29. Range Circ. /(ip ga. r AI- n Circ. / / ga. Cu or Al. Insulated N&utral 01yes IJ No `30.y4eKice-Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels -Motors -Mach. Equip. C othes Closet Light -Shower Light -Spa Light Smoke Detector Date/Initials ME ANICAL (Permit) OK except #'s A_C. Ducts Insulation & Support y9ht Fan; Exhaust above insulation Gdn-densate Drain & Overflow; Size & Grade finance -Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date/Initials FR4"G Plans OK except #'s . Sq roper Material & Anchors (40'Walls Studs -Nailing, Spacing & Bracing -Plates- ound J3earing Walls over Girders & Floor Nailin D tt Stop in Walls (rat proof) Fire Stops; Furred Ceilin s- Chases -Tub 4 ' Headers & Beam-Siz & Bearing' Date/Initials _ FRAMING (Continued) f36!Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthno.-Rfna. Fireplace Ties or Type A Flue -Fireplace Throat clearance 0 bAlf c Access; Size & Romex Protection -Draft Stop -Ins. Baffles LAIrBdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing tSY Pr perty Line Firewall & Openings Ex Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection t54—plywood on Roof Overhang -Attic Vents -Rafter Outriggers i ng -Nailing Veneer P06: Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protectio9-Skyllghts-Plastic hear Walls; Nailing -B 9. Insulatio all clings 60. Infiltration -Walls -Windows Date/Initials F AL Plana OK except #'a 61 x Steps -Door & Sidelight Protection -Landings / E/ Detector . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection . & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels Fireplace or Stove; Clearances -Hearth ,69 ec—Outlets at Wood Panel; Int. & Ext. L;G0'Xit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance at Kit. Counter Z2,,Garage Fire Door; Swing -Landing -Closer e -Damper r. Htr.; Wsnte-Clearance-Comb. Air-Connector-P.R.V. .Above Floor -Mach. Protection PI ec..& Mach. Equip. Listed for Location EI . eceptacles in Garage; (G.F.I.)-Romex Protection 445;nsulation-Easnr-Looked in Attic O Yes . Guar fills & Deck Construction -Post Caps 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under ' ❑ Floor Yes 80. Following in tlda es ' 13 No; Walks es 0 No; PjaKe's , es _ 13 No/ L."'St cco; - A.C. nit; Disconnect, Electrical, Plumbing ants Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings -64_ latae -W , Isconnect, Electrical, Plumbing 6&-fxL%6or Elec. Trim; G.F.I. Receptacle -Underground LW."Vent![ation Throughout House ass Protection 88. Corrections from Previous Inspections go. Ga rs Tagged; Gas -Electric i &D -Oster & Sewer Connected -C/O to Grade -HD Approval i orgy Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTM-ENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovillb, Califp4nia 95965 - Telephone (916) 538-7541 o 1 No. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-030-00 ZONING rt -1 BUILDING PERMIT OWNER orm 1 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 4191 R 226,314.00 OWNER'S MAILING ADDRESS 786 PAMELA WOOD THOUSAND OAK.91320820 M 14 760.00 CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 7 2 622 34 21 148.00 876 C 11 388.00 CONTRACTOR'S MAILING ADDRESS 5263 ROYAL OAKS DRIVE OROVILI.E. Fireplace i 2 3,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 276 610.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1259.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6185 BECKWOURTH WAY PERMIT FEE $ 2117.35 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 105, 00 Solar or heat pump water heater 23.00 Water piping 15,00 15-00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF IXDuplex ❑ Mobilehome ElOther SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑UCAddition ElRemodel ❑ Utilities Q Installation ❑ Other ❑ Describe Work: SF 4 BEDROOM PERMIT FEE $ 115 017) Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( "ORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) $O, 3.50 PT. CONTRACTORS LICENSE LAW( I declar nder penalty of perjury (check one) am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and m,yy license is in full force and�fect. License No.�•zv�ation � Classific ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESIO. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I SAL. @ 1.50 Ex. Occu FIXED APPWS. OR p (OUTLETS IRESID.1 EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WATER HEATER 20.00 WORKER'S COMPENSATION INSURANCE 1 declCAAare under penalty of perjury (check one): ❑ Th• rmit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 260.15 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating HEAT PUMP 2 30.00 Cooling 3 TON 2 30.00 Hood s.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ 104.50 Contractor I certifythat I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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, costs, and expenses which may in any way accrue against said County in conseque a of th a ting of this permit. X Date_ (D'aZ Signa tu Applicant - Cr Owner ❑ Contractor gent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height.`�j •Sif� L /� h Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R CONST. TV PE UNT TOTAL FEE $ 2683.00 r I HAZ• I D. FEES I IMP FLOOD F PARCEL PD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date s �✓ EXPIRES ON 3/2 Z J �o Te, E� / u� Q�/� �c- /q {�llO0of0� Receipt No. �V4 1IS�"'• FPS, 3 /c3 /o�3r a®© WHITE-D.D.S.-B.D. CANARY -ASSESSOR K-INSPECTOR/91`01DENROD-APPI.PERMIT 3 " 1 370'3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive , Oroville, Ca9ifornia 95965 - Telephone (916) 538-7541 'PERMIT NO. APPLICATION AND PERMIT —,-- ASSESSOR PARCEL NUMBERD ZONWG BUILDING PERMIT OWNER ^ TELEPHONE SO, FT, I OCC. BUILDING VALUATION OWNER'SMAILING ESS 7�/i4 0 % e��•vo �}ll 3 ZZ 3 ao CON ACTO 'S eE � TECIE. NE J M �j /'� ( , Q_ ,598 CONTRACTOR'S MAILIIINN`1GI DRESS Seo- GK7� O41 O&K—S WL Fireplace 00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ a LENDER'S MAILING ADDRESS Filing Fee $ t 20,00 Permit Fee $ /2S`__00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ R ,3 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ © - c9/J Penalty $ s 0 BUILDING ADDRESS 619—,5 Q WO U PERMIT FEE $ e PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 10.5.M Solar or heat pump water heater 23.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 2 Each gas water heater or vent USE OF STRUCTURE-" %� Gz SF Duplex ❑ KMobilehome O Other \ SPECIFY Gas piping system 1 - 5 outlets Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New lf�lAddition IDRemodel ❑ Utilities ❑ Installation El Other Other ❑ DescribeWork:�b� �� r©IDCl/L FEE $ _ Contractor / Oo ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( IV OR LESS ) 200A OR LESS 23.00 . GO Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( 6 ACC. BLOS. ) SO 3.50 �., CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code for this reason-rE(Z NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) . @7.50 ( POW INGLE OUTLET CER APPARATUS ) 6 SIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.6000 Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.! EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00�� Zdoo WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. - ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ ' Contractor Z(,p , I s— MECHANICAL PERMIT Filing Fee 20.00 Heating Z_ MZQ Cooling .60 Hood 6.50 ,50 Ventilation 8 .pp PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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. I also agree to save, indemnify and keep harmless the County of tte (,ainst allliabilities, judgments, costs, and expenses which may in any wayac ue ast said County in consequence of the granting of this permit. X Date K Signature of Applicant-- O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep an demo ition or construction of structures over 3 stories in height. /-S Z a77 Mobile Home Installation Fee $ Ener y InspectionTee $ �j °O TOTAL FEE HA2. . FEES IMP FLOOD D PARCEL PO ISSUE This permit is hereby issued under of the Butte County Code and/or In&artabove for which fees have ri`39.00 W PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date !Date! �f' Receipt NO. (/-��i?o� �- 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN SCTOR G DENROD•APPLICANT L 1 6p ff COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ER NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediat ly. J A I 0 Date Inspector a REV 10492 AIL. lVeL OWNER COUNTY OF BUTTE BUILDING DIVISION ! DEPARTMENT OF DEVECOP,MENT SERVICES l 1469 Humboldt Road, Chico, CA - (916) 891-2751 7'County tenter.Drive, Oroville, CA.- (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE / -66 PERMIT A routine inspection indicates that the following violations of Butte County Ordinances_ exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date —/ J(/ / % vJ Inspector REV 10/92 1�. Date —/ J(/ / % vJ Inspector REV 10/92 �vu.� �s"y • l/ I Ctl? lJr In � c�C r !•✓t — Date Inspector REV 10/9 ; COUNTY OF BUTTE BUILDING DIVISION Yr' DEPARTMENT OF DEVELOPMENT SERVICES , 1469 Humboldt Road, Chico, CA - (916) 891-2751 • F _ 7 County Center Drive, Oroville, CA - (916) 538-7.541 - 747 Elliott Road, Paradise, CA - (91:6) 872-6307 7 CORRECTION NOTICE M • q- OWNER PERMIT NO. ., A routine inspection indicates that the following violations of Butte County. Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ° u` please contact this office immediately. I+ L YL ff ILL (` C4 CA t,-- vd-'� �vu.� �s"y • l/ I Ctl? lJr In � c�C r !•✓t — Date Inspector REV 10/9 ; COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 911,41,5�61 inspector% i REV 10/9 X $ 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 1469 Humboldt Road, Chico, CA - (916) 89.1-2751 r- 7 County.Center Drive, Oroville; CA OTIS) 5384541_ 747 Elliott Road, Paradise, CA - (916) 8.72-6307. CORRECTION NOTICE Ak (. OWNER PERMIT NO h. A routine inspection indicates that the following violations of Butte County Ordinances exist at IN '- the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, c h please contact this office immediately. ;f I Szi 'f Ae JL// It, P' 6z4,K 4 �yy - .,Z (s Date f: REV 10/92 Inspector.zeGY - S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE lVe 4 oyl... 9y - OWNER PERMIT NO. t A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any ques ' pertaining to this mattes, ue additional explanation, please contact thisoffs e i ediately. v- �. r ev1's.e. C44may. Date" f Inspector REV t /92 , � .—_.�..---•-r.►�«w►�+w+ . • l alc� het -i..., ; ENERpY t1 t7ATION r,. 6185 Beckworth,_ Oroville,Ca^ —�—, ,�__-.•.'•- VSA'-'_ ._......._.. jllx`A'fl.l)N - NESCRYPXYAII..(I'i,x� lloo rtelverlul • _ »..M Otanri,Nl��+ -- ..1,-„��• r; t'hlCkne�ehlnahea) �hltRll Raeiatana�l (N VtT1+3i..,.,,,�;,;;„•_,. :iti A I?K'1'hlilOI( Nl�.t1 ..':.,.s'. .�•i���i. mi, t:.rr 111 t_-- FjQg-- RGLASS GATT , ,-.,,,..,e•�� ' NI{1pA __'-._,..,,...,� j .,.!,. l'hiGkneFe(inohaa) 31—, i� & 5'.zr-..,,+..�.�,► �I1��k Rgelekunao(lt valua')R ii �,�, cF-11..INf3 BE'R(�ASS 1TT MllCglhd'Ntup MANVIII.I c_�f;Fit.�l_Eft �'i l'' 11nt.l. or Illullkut 9'ype FI t'llickn�:sa(lnchpe)^1211 :, TI►attinell Reelatrinca(kl Vellus) ISE' S� 81��11d Nl�unn CE:Ft IA].NTk'a I:) i m o gt e V1.11 T y l e F 1llnilnum T111cknoe@(Tnca►a�) 1�,�,�-,*, N►M�►b��' uj Rege 55_._ Wt. per t-alsn^i•ft��.,-_Iit. Arcs c:>vered(fl. ) 2080 Reol.etence(It Vt,1ue) •„•_ .;,,..._... 1I.l)iNt , E1.11lA'f Eu Grand 1'i t. u r i e 1 _ _ F 1 H1: R(1 ASS BAT 1 S� I+�Ine �� _ T, . ,'•'.-' has 1j ThgRNuel ReNlatanCe(R Vattle).R21 T,r. 1 I1 Lcknel:l8 (InC ) _ _ .1, Yj - r!! FI.(I(w, Plateriai,�-.�.cNwCNhd linlna...�.__---.�-•-....�_.. ._. _.,•.�.;�.�.rT,.,.. 'l'Ilicknaa►a(inchee) .�--,.,r,...,t ::�'hatal�l Reetatence(R Y+�lue:'i.,_�..�,,.;•;,r.,.__. t•I a (j F,()II Ij()A'T i Oli WAIA# IlTopd 1•Vaple — _ • I ' Tlltcknena(tnchee) 4 A'l'hgrlMgl RealekanGs(It Value)•„„ �1•:r••-... I hereby cortify that the above insulation vas installed in the abovis hu�'4'ai:r�K in conformance with the State of Raliforgt* $a,l><p aequiremapts,. LIIEIIKE 04SIIIATI(_YJ CO INC. A99150 _-•S _ � �.. _. -_ AT! TOR GONfRAC^ >r1 G SRN 1 K r1( _..t1A-M /Ow BK ; _— '—t—is / . ' :•:. '. �+.ris•_�...r�.�^_T'.i,f �•'1'.•Hn Tl.l�i'Y 'T TR'r•• OF 1NSTALI ION APPI.iC TORMIT I hereby certify the abov0 1n4utIltiOn Ondal1'I'Iquirad items► as 4110 lwl Wills Pultar.tumltt approved pians and att401611nte have been 1.118tallud Ae.! 1-0,pll.red 1,y Llla State of CatifOIMUI 91;11114Y 400li>:ementa. 'i All equlpmrllt:, dtavl4�as and milterjilll' $r& Al this quality proacrillad uz titiji. 11plIc:l f Ical.ly uptlroved t,y the State of CAt4(Arf►ta, Moe 1'11 M MH%tXINI'.R (Pleaae print) COM'RACTOR 8 I,KPHSH HO,� k i ic:I�A�cv`Rii K fElUt, CtaNrRAcTCRnAT l'11(:I C.I'Mr1:CATF MIST DE ON IFUll WMI TIM AUjt,Pj"O DEVOTMFCIT PRION: '170R� I rl:c el'.rafluH l+t'PROVAI, AND A (.'OPY 911M+L >pl(>TiD M%TIIIN Tllk! tit1L1,I)IN({ 1904 8 I,r•ai ,0 1' •�' r;; i Installation Certificate: Residential CF -6R Use of his f rm to satisfy t roetutromenie of tho Adminlatrative Coda to optlonal, bui the Inftirttintlon must be provided slid posted. .Lwow ktli An Installation certificate is roquired to be postod at the ouilding si p7rtsrlo tit t� oT the occupancy permit. This form may by used to meet those requirements. All appliance categories listed belovu are the actual equipment Installed. Note that the otticiency and type of the appliance installed must be equivalent or battier than the appliance specifled on the Certificate of Compliance (CF -1R), This certificate (or its oquivalent) shall bo prepared and signed by the person(s) assuming overall responsibility for the appliance Installation. I, the undersigned, verify that the equipment hated in the category above my signature.ls the actual equipment Installed and that the, equipment meets ovexceeds,tha requirements of the Appliance ESflciency,Standards. In addition, I have verified that .�.Kthe equipment is equivalent to dr_mbre_etflcient than ?he equipment sp©citied on the: Certii(ciit®.a! Compliance Submitted to dorronstrate compliance with tho'Enort' y: Ehiciency Standards for resideniill buildings HVAC SYSTEMS Note: Hydronic boiler Information is entered hare. Other hydronic or combined hydronic equipment Is listed under . Water Heating Systems, Heating Equip. CEC Cortlflad Actual Typo (furnace, Manuf.. Make & Efflclancy heat pump. Ate.) Model Number AFUE otc. Distribution Duct or. -..Heating Load. Heating Typo and loipingt : ' .Before Over- Equipment Lotatlon R -Value: .*Slzln Btuh) CA its B1uh At _tel j — i bmic-aQ ' CEC Certified Paternal Cooling Equip. Comprosaor Unit Actual Dlstributlon Duct'or .. Type (air Gond., Manuf. Mako &Eff!cloncy Type and PI��'It host um etc. Modal Number SEER Location R -Value- -� Lstorago gas, etc.) Modal Number or Btuh) (gallons) Efflciency Loss (%) The building design hoat loss and design heat gain rate have been deter'mined.uslrtg•a�mefhod:specittod in Section 150(h) of the -Energy Efficiency Standards, and are two of the criteria used for equipment 3Wn0rA-ed`s'dlectlon. Signaturo Data HVAC Subentractor;{Cc Narrej.or.t3onoral Contractor or Owner. =, WATER HEATING SYST>`MS r,• ` Energy t Paternal Water Heating CEC Cartlllod Rated' Tank Faetor.dr Tank System Type Manuf. Make & input (kW Capacity Robobory... Standby' Insulation. Lstorago gas, etc.) Modal Number or Btuh) (gallons) Efflciency Loss (%) R•Value .. _ 1, For small gas storage (ratod input S 75,000 Btu/hr), eloctric resistance and hoot purr p,v ,Ior heators, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr), list Rated Input, Rocdvary..Efficion_ cy and Standby Lose. For Instantaneous gas water heatore, list.Rated Input and Recovery Efficlendy. For Instantaneous electric water hootars, list Rated Input. FAUCETS klHOWER HEADS ; fouceCs and showerhoads installed are listed In tho Commission's Directory of CaNified'Feucets and Showerheada, pursuant to Title 24, Part 6, Subchapter 2, Soction 111. N Signature Data Plumbing Subcontractor (Co; Nar ne6 or General Contractor or turner. ;. itariss l Janusry 1102 ZO•d b00•oN 60:(2Z 56,60 UP[ ZSVi—Z68-96:X31 JId 6 1H3H 3]SS3r Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building. Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building NOT COMPARED WITH permit. ORIGINAL DOCUMENT 4 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents 94 =012818 of this property may be subject to inconveniences or� discomfort arising from the use of agricultural chemicals, _ including, but not limited to herbicides, pesticides, and MAR 2 2 1994 fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, no and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: . 1. Lot 11, Unit 6, Kelly Ridge Estates Subdivisi•on,'more 'commonly' known as 6185 Beckwour.th� Way, Oroville,,. Ca. State of California ) . County of ) On -,*2-a.?- 9 before me, personally appeared/,.,,/. personally known to me (or proved to me on .the basis of satisfactory evidence) to be the person( whose name( is/ar-e.l subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s),, or the entity upon behalf of which the person(ik) acted, executed the instrument. m c a V 60 <a V„ m—�-� , - WITNESS my hand and official seal. OFFICIAL SEAL CAROL A. DOERING NOTARY PUBLIG-CA! IFORNIA ' PrindpW O:.!c;; ;n BUTTE County Si atureMy Commlon Expires SEPT. 22,1896 Seal: AmM®w m �asaomemr,'®mov w A in ELM 13 Po 3S cz 43� a�83 o0iaa"`� oa /30/ - sh�c - .3�0.0c �"+..�i�..fV �F/�'M.' •'"' 1"../ �-y.�.* H . N • ..!`,,,�.-�rn�JC�;�')�i4'f�v�h.�r-�t'.(Y-'���IrTk..� �fa'�`��'�'�.'�ls'1��� 1�'.� .. �. . COUNTYOF BUTTE -DEPARTMENT OF DEYELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 Proposed Building Use APPLICATION DATA SHEET Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... � 8. Engineered truss details and layout in duplicate (required prior to plan check). v -� 9. Mobilehome data apd m fa u 's ins"t�'9Ilationinstructions, 2 sets. ........... 0. Fees of $ 73.in 1 Impact fees as shown on attached schedule. . * 12. California Department of Forestry plan approvals ....... �.. �: /, s - 13. Flood elevation letter (100 year flood) by Cajifornia Engineer. .. ............ . 14. Sanitation and plot plan approval - lr,oPHealth Department . ............ 15. City of Chico plumbing permit. ....................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development.about (A) Improvements (B) Drainage. . . 19. Driveway permit (construction approval required prior to occupancy). .. ..c6OA . . 20. Pre -inspection for P'e'"�ingIns edorT required. .. to e�;;a;�a inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner �.. . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .................... _ ...................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list.........................................I........... . 33. .34. When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone,!R!i-7-!574V and hold for pickup at .jU Ie( office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior, oermit is uance: ( ' cls new item not checked above). 1. Index permit"for above items No. 2. Additional items required: J Contr, or, designer, owner, was advised of above required data by- _ mail Counter by ate . Contractor, designer, owner, was advised of above required data by _ phone _ mail Coun r by _ Date Plans checked by Date Plans approved by Date �7 Sets of plans on hold in File cabinet AP folder?��� C� �jZ `- F y Copy - Department of Public Works / TO: Building Department FROM: Encroachment Permit Sectibn RE: Driveway Clearance owner, location AP # Driveway permit �zl ` ly has been issued for the above property. si ature date .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER RIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNERS vJ" A.P., # D� - PROPOSED BUILDING USE DATE e7 /d REC. # DATE REC SCHOOL DISTRICT FEES Vih << Gly-✓ (paid at District Office) .........................W5R 2. SHERIFF FEES (paid at Building Department) 1560 _ °° Residential .......un -�-- unit amt. Commercial (sqft) x -$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. .4. RECREATION DISTRICT FEES (paid at District Office)............. ...... 5.� DRAINAGE DISTRICT FEES (Contact Land Development Division)............... 06..SRA FIRE INSPECTION AND PLAN CHECK = $89.00 ...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE r r PERMIT NO: 7-94 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000' DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of. a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: February 10 , 1994 Applicant: Norman W. & Eileen L. Nelsen (Refter Rn; 1 dere onstr. ) Applicant Address: 786 Pamela Wood, Thousand oaks, CA 21320 Applicant Phone No.: (805) 499=2010 589-257 Property Location (s): 6185 Beckwourth Way- Kelly ay-Kelly Ridge Estate - Unit 6 - Lot 11 A. P. No. (s): 69-03-09 Fees due: All fees paid. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful tests) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: 'Date: By Y -'1:d!'-"`-+• . ,y5"'-^w-,+w.w,,-.vp;`e .�<. �r.�'�-mrr�^x�wr -n�`nnw�vrn.t ,,...,,, -�i^=r+"�i"r..-.wrerr->^,7 ,+T�1 ;.m«.-. f• .: 1 i aj''lr'7'"c1'�,.'�''+»r'rr►��'.,�"�'�'r�«~8)x.1'.�1f1-"^rr-"'�''v: "�'!� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District �//i�%�,�"/y!,J5�7`. Building Department No. A.P. Number 0b2 -&k -/)d1 Jurisdiction City = County Property Owner Property Location/Address e- Subdivison Lot No. Residential Development 0 Sq. Footage NoYlving MHI Y'dodd-Ribl- (Group R) Units Commercial/Industrial Building Department 0 = Sq. Footage New Addition (Floor Plans reviewed by School District Personnel) Date District Identification No. eAz—X�11'zeSchool District certifies that (Applicant) (Street Address) (City) (State) (Including Exterior Roofed Areas) (Phone Number) '- (Zip Code) has complied with the requirements of Resolution No. 9,3 by payment of ,$ f!p 9/S, representing y/qsquare feet. School District Representative Paid by Check Number Bank Number Paid by Cash O Remarks: ,2-��-�� Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) J _ ,_. --.;,i. _• -. _., _j•.• 8/91 RESIDENTIAL -PLAN CHECKING GUIDE (S.F., DUPLEX.& MISC. ONLY) Q Bldg. Permit #--24 4 --035'9 OWNER NeLLSo W A.P. # (po9— 09 -O 9P Plan Checker R14- Z -Z -2-A? GENERAL Zor uirements: (sideyards and number of permitted living units). al` l Plans signed by designer. Proper description of work on application. fisting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). corded notice of violation. PLOT PLAN Complete parcel size and dimensions. 2►!Setbacks, sideyards, easements, etc. -9-. ther buildings or structures. 4 Grading, fills, drainage. 5 -----Flood hazard. 66 pecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). & FAS road setback. ing or utilities across lot lines (Record form). t i •'` y ' .i FLOOR PLAN om lete to scale plan with dimensions.•>%. .t, qui red windows for light and ventilation (Sec. 1205')'}; ;a.•a.+, , sReq:uiredf windows nor,, second exit (Sec. 1204) ights (Chapter 34 & ,Sec..;5207•)' Y f. man impact glass (Sec. 5406). _ quired room sizes, ceiling heights (Sec. 1,207). GFCIs in baths, garage, kitchen, and exterior=outl'ets (Article 210-,8.) . Wight fixtures, switches, receptacles, and exterior receptacles for main-`�'• ante of mechanical; equi<pment."� 4 � tt;y. �• � .,• Locations of water heater, heating and cooling equipment, other'electTical-=.-. .. Ga equipment. 1f1A a g.firewall, door size, and closer (Sec. 503(d)(3)).j ex•terior4exit jdoor (sec-. 3304•(f). A' 1 replace and 'wood stove location, alcoves;,'and• clearance. 1 oke detectors (Sec. 1210). 14:_ Plumbing fixt.ures,=water closet clearances and,shower size. 71 STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table 25V) Visual shape, size, or split levelohou°se requiring lateral,design#. eres ory re uiring balloon framing?a`n°d/or ,engineering. •sto uilding requiring engineered calculations and`"plans. �Fo a on plan complete enough to tconstru,c,Gti building. •,.. - �� construc't`idn details c'orrrp_lete enou;gh,,to; construct building. evations and wall construction details complete "enough to construct bui Roof construction details complete enough to construct building. SEA 'DIGS rkar_e construction details and talcs if necessary. if er, ties or bearing ridge beam. lY/G�rage door or porch header sizes... ' 1 Stud heights. 14 . Adobe soils - special foundation design. . Retaining walls requiring design. 5'. Special Inspection required....,.,- ' �' ' NOL'Snt.-Z -- SOkvN RESIDENTIAL PLAN CHECKING GUIDE MISCEL ANEOUS ITEMS TO'LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails _�c. ail d 2. Guardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706): roper roof pitch for roof convering (Chapter 32). f covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side inclu ing pporting walls and posts, etc. l�ts on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 Att' access and ventilation (Sec. 3205). 1 nderfloor. access and ventilation (Sec. 2516). llrn n air for fuel burning appliances - L.P.G. requirements. 1 quirements on duplexes. 1, ner y design. 16 ashing at all exterior openings. 1l,---CDF responsible area requirements. Z- ZZ -,?q 3 7 v .440 O$J SS PER- C41 -c- cAT"j _ z=roc- c �v . f-� - ��� �C-►� • �- , l F L�l�%�-T � % t':.)o Av ss . N o AuS . =7�77-T�7_ _ S;r'�tl g66&A�F- -r-•02 J o N --i3 -ro r 22-14150 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS kiz co d 1� F J I �^ x o N CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Nelson Date........ 03/03/94 Project Address........ Beckwourth Way Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11. Field Check/ Date MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 4571 s_ CC LLo4� - coN�.S1' Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 123 deg (SE) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-21 40.0 FRONT, TO CRAWLSPACE, TO ATTIC Door R-0 0 0 TO STORAGE, TO GARAGE Wall Floor R-26 •_21.035 1r 044 RIGHT, BACK, TO CRAWLSPACE LEFT, FRONT S1abEdge R'0 0.550 SLAB EDGE tSUT'TE COON I Y Wall R- 21 G`/ 0.057 TO GARAGE FloorExt - 10.045 TO BASEMENT Roof R-3"8 0.025 FLAT CEILING, TILT CEIIG DF-Pri!'iEN7 Wall R-0 0.300 COMMON WALL Floor R-0 0.188 COMMON FLOOR Wall R-0 20.000 NONCLOSABLE OPENING APPROVED FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value. es Description Shading Fins Type Window Right (NE) 57.0 0.510 2 Drapes.Std None None Vinyl Window Back (NW) 40.0 0.510 2 Drapes.Std None None Vinyl Door Back (NW) 73.4 0.510 2 Drapes.Std Deck above None Vinyl Window Back (NW) 20.0 0.510 2 Drapes.Std Deck above None Vinyl Window Left (W) 20.0 0.510 2 Drapes.Std Deck above None Vinyl Door Left (SW) 17.8 0.550 2 Drapes.Std Deck above None Wood Window Left (SW) 15.0 0.510 2 Drapes.Std Deck above None Vinyl Window Front (SE) 25.6 0.500 2 Drapes.Std None Yes Vinyl Window Front (SE) 50.0 0.510 2 Drapes.Std None Yes Vinyl Door Front (SE) 40.0 0.550 2 Drapes.Std None Yes Glz<50% Window Back (NW) 68.0 0.510 2- Drapes.Std None Yes Vinyl Window Back (NW) 30.0 0.500 2 Drapes.Std None Yes Vinyl Door Back (NW) 73.4 0.510 2 Drapes.Std None Yes Vinyl Window Left (W) 20.0 0.500 2 Drapes.Std None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Nelson Date.....:.. 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence FENESTRATION # of Interior Area Orientation S1abOnGrade (sf) Door Left (SW) 20.0 Window Left (SW) 20.0 Door Left (SW) 33.4 Window Left (SW) 14.0 FENESTRATION THERMAL MASS Area Thickness Type # of Interior (in) Over- S1abOnGrade U- Pan- Shading/ Exterior hang/ Framing Value es Description Shading Fins Type 0.550. 2 Drapes.Std None Yes Wood 0.510 2 Drapes.Std None Yes Vinyl 0.510 2 -Drapes.Std None Yes Vinyl 0.510 2 Drapes.Std None None Vinyl THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade Yes 443 3.5 Exposed floor InteriorVert Yes 50 1.0' Pellet stove walls InteriorHorz Yes 25 1.0 Pellet Stove hearth BelowGrade No 268 8.0 Cov.Ext.Retaining Wall S1abOnGrade Yes 18 3.5 Exposed floor InteriorHorz Yes 430 1.0 Tile floors HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type HPSplit HPSplit HPSplit HPSplit Tank Type Storage 8.45 HSPF Conditioned 13.00 SEER Conditioned 8.75 HSPF Attic 16.00 SEER Attic ' R-4.2 Setback R-4.2 Setback R-4.2 Setback R-4.2 Setback WATER HEATING SYSTEMS Number in Heater'Type Distribution Type System Electric Standard 1 Tank Energy Size Factor (gal) 0.90 EF 52 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-21 floor insulation required per Form 3s R-21 & R-26 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification VIKING 8000 vinyl -frame dual -pane clear glazing required HP.8.45: LENNOX HP26-411 with 8.45 HSPF at 36,600 Btu/hr. AC.13.0: LENNOX CB19-51/CBH19-51 with 13.00 SEER at 36,200 Btu/hr HP.8.75: LENNOX HP21-511V with 8.75 HSPF at 41,000 Btu/hr. AC.16.0: LENNOX CB21-51/CBH21-51 with 16.00 SEER at 44,500 Btu/hr HWH: STATE SD8-52-ART-W External Insulation R -value R-0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 1CF-1R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... John Starr Name.... Neal Kuopus Company. Better Builders Const. Company. CALCTECH Address. 5263 Royal Oaks Dr. Address. Drawer G Oroville, CA 95966 Feather Falls, CA 95940 Phone... (916) 589-2574 Phone... (916) 589-4219 License. 32 225 4 Signed.. Signed.. (date) (date) ) ENFO EMENT AGENCY Name.. Title... Agency.. Phone... Signed.. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Nelson Date........ 03/03/94 Project Address........ Beckwourth Way Oroville CA Documentation Author... Neal Kuopus Company.:.. .......... CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake.with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: REES.IDENTIAL 4, Page 5 MF -1R Project Title.......... Residence for.Nelson' Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZllS92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating` sections of hot water system. 4. Cooling system piping below 55.degrees insulated. 5. Piping insulated between heating source and indirect hot-water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and -1004; ducts insulated to a minimum . installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool'system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general -lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Residence for Nelson Date........ 03/03/94 Project Address........ Beckwourth Way Oroville CA Documentation Author... Neal Kuopus Company............ .. CALCTECH Telephone.. ........ (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. r'limnta 7.nna----------- 11 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.64 9.15 5.49 Space Cooling.......... 10.75 3.32 7.43 Water Heating.......... 5.72 11.21 -5.49 Total 31.11 23.68 7.43 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor -Area..... 4571 sf .Building Type............... Single Family Detached Type ......... New ,Construction Building Front Orientation. Front Facing 123 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 39534 cf Footprint Area.......,..... 2592.9 sf Ground Floor Area..... ... 2314.9 sf Slab -On -Grade Area......... 460.7 sf Glazing Percentage......:.. 13.9 % of FA Average Ceiling Height..... 8.6 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -(sf) (cf) Units itioned Type (ft) (sf)' LOWER Residence 1883 15064 0.41 Yes Setback 8.0 n/a UPPER Residence 2688 24470 0.59 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Residence for Nelson Date.......:. 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments LOWER 1 Wall 338 0.060 R-21 123 90 No AW.21.2X6.16 FRONT 2 Door 18 0.330 R-0 123 90 No None TO STORAGE 3 Wall 324 0.044 R-26 33 90 Yes S5.21.2X6.16 RIGHT 4 Wall 299 .0.044 R-26 303 90 Yes S5.21.2X6.16 BACK 5 Wall 25 0.044 R-26 258 90 Yes S5.21.2X6.16 BACK 6 Wall 139 0.044 R-26 213 90 Yes S5.21.2X6.16 LEFT 7 Floor 1440 0.035 R-21 0 0 No FC.21.2X6.24 TO CRAWLSPACE UPPER 9 Wall 199 0.044 R-26 123 90 Yes 55.21.2X6.16 FRONT 10 Wall 389 0.057 R-21 123 90 No GW.21.2X6.16 TO GARAGE 11 Door 18 0.330 R-0 123 90 No None TO GARAGE -12 Wall 461 0.044 R-26 33 90 Yes S5.21.2X6.16 RIGHT 13 Wall 306 0.044 R-26 303 90 Yes S5.21.2X6.16 BACK 14 Wall 25 0.044 R-26 258 90 Yes S5.21.2X6.16 BACK 15 Wall 442 0.044 R-26' 213 90 Yes S5.21.2X6.16 LEFT 16 Wall 33 0.060 R-21 123 90 No AW.21.2X6.16 TO CRAWLSPACE 17 Wall 235 0.060 R-21 123 90 Yes AW.21.2X6.16 TO ATTIC 18 Floor 414 0.035 R-21 0 0 No FC.21.2X6.24 TO CRAWLSPACE 19 F1oorExt 278 0.045 R-21 0 0'No FX.21.2X6.24 TO BASEMENT 21 Roof 1661 0.025 R-38 0 0 Yes R.38.2X4.24 FLAT CEILING 22 Roof 1027 0.025 R-38 303 7 Yes R.38.2X4.24 TILT CEILINGS PERIMETER LOSSES Length F2 -Insul Solar Surface (ft) Factor R-val Gains Location/Comments LOWER 8 S1abEdge 62 0.550 R-0 No SLAB EDGE UPPER 20 S1abEdge 9 0.550 R-0 No SLAB EDGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description LOWER 1 Window 28.0 2 Vinyl Slider 0.510 33 90 0.88 0.78 Drapes.Std 2 Window 40.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 3.Door 73.4 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 4 Window 20.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 5 Window 20.0 2 Vinyl Slider 0.510 258 90 0.88 0.78 Drapes.Std 6 Door,17.8 2 Wood Hinged 0.55213 0 90 0.88 0.78 Drapes.Std 7 _ Windo 15.0 2 Vinyl Slider 0.510 213 90 0.88 0.78 Drapes.Std UPPER 8 Window 8.0 2 Vinyl Fixed 0.500 123 90 0.88 0.78 Drapes.Std 9 Window 8.0 2 Vinyl Fixed 0.500 123 90 0.88 0.78 Drapes.Std 10 Window 25.0 2 Vinyl Slider 0.510 123 90 0.88 0.78 Drapes.Std a COMPUTER METHOD SUMMARY Page 8 C -2R Project Ti.tle.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence FENESTRATION SURFACES r # of Vent SC SC Interior, Area Pan- Frame Open. U- Act Glass Int Shading/ Surface, (sf) es Type Type value Azm Tlt Only Shade Description 11 Window 25.0 2 Vinyl Slider 0.510 123 90 0.88 0.78 Drapes.Std 12 Door 40.0 2 Glz<50% Hinged 0.550 123 90 0.88 0.78 Drapes.Std 13 Window 9.6 2 Vinyl Fixed 0.500 123 90 0.88 0.78 Drapes.Std 14 Window 29.0 2 Vinyl Slider 0.510 33 -90 0.88 0.78 Drapes.Std 15 Window 20.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 16 Window 30.0 2 Vinyl Fixed 0.500 303 90 0.88 0.78 Drapes.Std 17 Door 33.4 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 18 Window 20.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 19 Door 40.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 20 Window 14.-0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 21 Window 14.0 2 Vinyl Slider 0.510 303 90 0.88 0.78 Drapes.Std 22 Window 20.0 2 Vinyl Fixed 0.500 258 90 0.88 0.78-Drapes.Std 23 Door 20.0 2 Wood Hinged 0.550.213 90 0.88 0.78 Drapes.Std 24 Window 20.0 2 Vinyl Slider 0.510 213 90 0.88 0.78 Drapes.Std, 25 Door 33.4 2 Vinyl Slider 0.510 213 90 0.88 0.78 Drapes.Std 26 Window 14.0 2 Vinyl 'Slider.0.510 213 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght UPPER 8 Window 8.0 5 5 1.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 8.0 5 5 1.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 25.0 2 5 1.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 25.0 2 5 1.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 40.0 6.7 6 6.5 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 9.6 2 6 6.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 5 2 6.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 30.0 5 6 1.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 33.4 6.7 5 6 0.9 n/a n/a n/a n/a n/a n/a n/a. n/a 18 Window 20.0 5 4 6 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 19 Door 40.0 6.7 6 11 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 14.0 3.5 4 15 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 14.0 3.5 4 27 0.6 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 20.0 5 4 18.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 23 Door 20.0 6.7 3 45:5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 20.0 5 4 28.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a 25 Door 33.4 6.7 5 6.5 0.9 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Residence'for'NelsonDate........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Surface LOWER/UPPER 1 Wall 2 Floor 3 Wall Mass Type EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LOWER 3 Door 73.4 Deck above 0.20 4 Window 20.0 Deck above 0.20 5 Window 20.0 Deck above 0.20 6 Door 17.8 Deck above 0.20 7 Window 15.0 Deck above 0.20 (sf) (in) INTER -ZONE SURFACES Location/Comments Area Insul Form 3 3.5 (sf) U -value R-val Reference Location/Comments LOWER 1 S1abOnGrade 2 InteriorVert 3 InteriorHorz 4 BelowGrade UPPER 5 S1abOnGrade 6 InteriorHorz 77 0.300 R-0 WI.0.2X4.16 COMMON WALL 18.06 0.188 R-0 FI.0.2X6.24 COMMON FLOOR 27 20.000 R-0 None NONCLOSABLE OPENING HPSplit 13.00 SEER THERMAL MASS UPPER Area Thick Heat Conduct- Surface 8.75 HSPF (sf) (in) Cap ivity R -value Location/Comments 443 3.5 28.0 0.98 R-0.0 Exposed floor 50 1.0 24.0 0.67 R-0.0 , Pellet stove walls 25 1.0 24.0 0.67 R-0.0 Pellet Stove hearth 268 8.0 28.0 0.98 R-5.0 Cov.Ext.Retaining Wall 18 3.5 28.0 0.98 R-0.0- Exposed floor 430 1.0 24.0 0.67 R-0.0 Tile floors HVAC SYSTEMS Duct Minimum Duct System Type Efficiency Location LOWER 1.000 R-4.2 HPSplit 8.45 HSPF Conditioned HPSplit 13.00 SEER Conditioned UPPER HPSplit 8.75 HSPF Attic HPSplit 16.00 SEER Attic Duct Duct R -value Efficiency R-4.2 1.000 R-4.2 1.000 R-4.2 0.880 R-4.2 0.870 COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type, System Factor (gal) R -value 1 Storage Electric Standard 1 0.90 52 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-21 floor insulation required per Form 3s R-21 & R-26 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification VIKING 8000 vinyl -frame dual -pane clear glazing required HP.8.45: LENNOX HP26-411 with 8.45 HSPF at 36,600 Btu/hr. AC.13.0: LENNOX CB19-51/CBH19-51 with 13.00 SEER at 36,200 Btu/hr HP.8.75: LENNOX HP21-511V with 8.75 HSPF at 41,000 Btu/hr. AC.16.0: LENNOX CB21-51/CBH21-51 with 16.00 SEER at 44,500 Btu/hr HWH: STATE SD8-52-ART-W CONSTRUCTION ASSEMBLY r.t Page 11 3R Project Title.......... Residence'for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . AW.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material• ..... FIR.2X6 ,Spacing .. 16 inches on center Fraction ..... 0.15 001'1.1.11 Vl %_%J1101.11il,.1.1V11 Z'L00011L&J.L l/ LIST OF CONSTRUCTION COMPONENTS Material, Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. BLDG -PAPER Building paper (felt) 0.06 0.06 2c. BATT.R21 R -2i batt insul (cavity = 5.5 in) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68. Total Unadjusted R -Values 22.36 6.80 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.36 x 0.85) + (1 / 6.80 x 0.15) = 0'.060 Btuh/sf-F Total R -Value: 1 / 0.060 = 16.65 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name .,S5.21.2X6.16 Description .... Wall R-26 2x6 16oc Type ........... Wall R -Value .. 26 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly. LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.50 0.50 in stucco 0.13 0.13 2. BLUE.BOARD R-5.0 1 in. DOW CORNING SHEATHING 5.00 5.00 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0:50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 27.43 11.88 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 27.43 x 0.85) + (1 / 11.88 x10.15) = 0.044 Btuh/sf-F Total R -Value: 1 / 0.044 = 22.93 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name FC.21.2X6.24 Description .... Floor crwl R-21 2x6 24oc Type ......... Floor R -Value ..+...... 21 sf-F/Btuh Framing Material FIR.2X6 Spacing ...... 24 inches on center Fraction ...... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame NameDescription R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R-value.of vented crawlspace 6.00 6.00 2c. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. PLY.0.63 0.625 in plywood 0.77 0.77 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 30.94 15:39 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 30.94 x 0.93) + (1 / 15.39 x 0.07) = 0.035 Btuh/sf-F Total R -Value: 1 / 0.035 = 28.90 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ............ Wall R=Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 '•Spacing 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.,06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.98 7.42 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.98 x 0.85) + (1 / .,7.42 x 0.15) = 0.057 Btuh/sf-F Total R -Value: 1 / 0.057 = 17.49 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 15 3R _ _46 ..,:�,., f„r uo1c2^r naso Frame nzinzioa ri vJL. 11L..L=. . . . . . . . . .( A,---uva, — --- -I-- ,.... . . . . . � . MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name FX.21.2X6.24 Description Floor exp -R-21 2x6 24oc Type ............ Floor R -Value ........ 21 sf-F/Btuh Framing Material . FIR.2X6 Spacing ...... 24 inches on center Fraction 0.07 Sketch of Construction Assembly LIST'OF CONSTRUCTION COMPONENTS' Material Cavity, Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17. 2c. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. PLY.0.63 0.625 in plywood 0.77 0.77 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 24.94 9.39 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.94 x 0.93) + (1 / 9.39 x 0.07) = 0.045 Btuh/sf-F Total R -Value: 1 / 0.045 = 22.35 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 16 3R Project Title.......... Residence for Nelson Date........ 03/03/94 MICROPAS4 x4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphault shingle.roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 in fir framing -- 3.46 7. GYP.0.50 0.50 in gypsum or•plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION 'Cavity Framing Total U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btuh/sf-F Total R -Value: 1 / 0.025 = 40.51 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 17 3R Project Title........... Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WI.0.2X4.16 Description .... Wall Int. R-0 2x4 16oc Type ........... Wall R -Value ........ 0 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 1. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 2c. AIR.WLL.3.50 3.5 in & greater air.space:.heat sidewys 0.85 -- 2f. FIR.2X4 2x4 in fir framing -- 3.46 3. GYP.0.50 0.50 in gypsum or plasterboard 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 3.11 5.72 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / -3.11 x 0.85) + (1 / 5.72 x 0.15) = 0.300 Btuh/sf-F Total R -Value: 1 / 0.300 = 3.34 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 18 3R Project Title.....:..:. Residence for Nelson Date........ 03/03/94 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FI.0.2X6.24 Description Floor Int. R-0 2x6 24oc Type........ I .... Floor R -Value ........ O sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 24 inches on center Fraction 0.07 Sketch of Construction Assembly r LIST OF CONSTRUCTION COMPONENTS. Material Cavity Frame Name Description R -Value R -Value 0. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 1. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 2c. RO.PLACEHOLD R-0 PLACE HOLDER 0.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45. 3. PLY.0.63 0.625 in plywood 0.77 0•.77 4. CARPET Carpet & pad 2.0V 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 5.14 10.59 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 5.14 x 0.93) + (1 / 10.59 x 0.07) = 0.188 Btuh/sf-F Total'R-Value: 1 / 0.188 = 5.33 sf-F/Btuh HVAC SIZING Page 19- HVAC Project Title.......... Residence for Nelson Date........ 03/03/94 Project Address........ Beckwourth Way Oroville CA Documentation Author... Neal Kuopus Company.... CALCTECH Telephone.......:...... (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. rlimata vnnP----------- 11 MICROPAS4 v4.02 File-NELSONCO Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ......:.......... 4571 sf Volume.. .... ............ 39534 cf Front Orientation.......... Front Facing 123 deg (SE) Sizing Location............ OROVILLE-RS Latitude. . ........ 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range..... .....f37 F Interior Shading Used...... No Exterior Shading.Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13978 6816 Glazing Conduction... .......... 13101 8516 Glazing Solar... ................. n/a 23062 Infiltration:.. .. `..."..... 2248.7 9232. Internal Gain.......... .....: n/a 1650 Ducts.... ............... .... 3082 3334 Sensible Load .................... 52648 52610 Latent Load..... ............... n/a 10522 Minimum Total Load 52648 63132 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design'factors such as air flow requirements,, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. t HVAC SIZING Page 20 HVAC Project Title.........: Residence for Nelson Date........ 03/03/94 MICR0PAS4 v4.02 File-NELSONCO Wth=CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LOWER' Floor Area ....................... 1883 sf Volume ........................... 15064 cf Heating Description (Btuh) Opaque Conduction and Solar...... 5779 Glazing Conduction.. ........... 4398 Glazing Solar........... .... n/a Infiltration.... .......:....... 8568 Internal Gain.... .......... ..... n/a Ducts .......:... ... ........... 0 Sensible Load.. ... ............ 18745 Latent Load.... ............... n/a Minimum Zone Load 18745 ZONE 'UPPER'. Floor Area .............. ....... 2688 sf Volume.... ... ......... ..... 24470 cf Heating Description (Btuh) Opaque Conduction and Solar...... 8200 Glazing Conduction............... 8703 Glazing Solar........ .......... n/a Infiltration ...................... '13919 Internal Gain........ ... .. n/a Ducts ............................ 3082 Sensible Load ..........:......... 33903 Latent Load ...................... n/a Minimum Zone Load ' 33903 r Cooling (Btuh) 1264 2859 7619 3518 677 0 15936 3187 19123 Cooling (Btuh) 5552 5657 15443 5715 973 3334, 36674 7335 44,009 Keynotes 4, Will -drained granular backfill. 5.. 41 concrete slab - reinforce • wttb 6 x 6 1Oj10 ga M..6: Undisturbed soil 0301, 7, floor framing. 8. Provide for surface drainage ' adjacent to retaining wall. 9. 4° diameter. perforated drain pipe - drain to daylight. Provide 151 felt over drain. Note.- Lap ote:Lap bar splices minimum 40 bar diameters. C o,Ye>lt 5tnC2- 7#:,S e 1 t5 v - L/ o Glr. ► , v - ... ��1'oc . (� Z'�f r - i r7l �_,CDr11_ o CA ��5 Y waw hip ..rt - � ¢►� D�� - N o, 18893 �- 9 035 ofi CAL���� BUILDING DEPARTMENT ; r F:'i:—c''/�° 94 .THU 09 :29' DR.UNO HAWK I NS , 8530.532 P'01 o0 .FAX TRANSMITTAL r Date Attn: ' Company: no Dert r r Fax # : 53% 'Z 14'O Froin:�i— V` t Number of .Pages: (Cover,Sheet Included), + R F : � 1 � � `�-[ S J Oy1 N S�A ✓Y. 4.. ; i Remarks: 20 Constitution Drive t Suite A Chaco, CA 95926�t 916it /895.1125 ti t - R HP,R-2 -94 THU 09:29 BRUNO a. HAWKINS . 3930532 .Sob numb6r )>E94063 8:31 AM, 4/28193 A Structural calculations for Protect »Nelson residence - retaining Wall revision Plan >) Name ))Better Builders Construction 'Address )>Oroville, California Architectural Engineering Specialists 24 Constitution Drive Suite A Chico, California. 95926 (416)-895-1115 (916) 893-0532 Fax Note:. Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. P.02 22.141 50 SHEETS 22-142 ?00 SHEETS 22-I44 200 SHEETS aft o - t G G ID CN �<JN Cl 1 t Gabb o 16 A . At 1 APR -28-94 THU 09:30 BRUNO ? HAWKINS 3930532 e M CAP 6:24 AM 4/16/93 Rev 2-15-94 Concrete section moment capa: i'ty�'` Description )> =-----------Sectiol data -----------;--------- Mater.ial constants --------- b > 12.000 inches f'c > 2.500 ksi d > 5.500 inches fy > .40.000 ksi R > .650 > .900 ------------------ -------load data ------------------------------- Service moment M >. 2.970 ft -kips Overload factor > 1.700 live loads Mu > 5.049 ft -kips See talcs As reqd. > .321 W2 No increase required since p actual isgreater than p min ----------------------------Summar--------------- Actual As > 1 413 itr���bhr---� f(.," p min. > <200/Fy> p actual > .0063 cp=As/btd> T > 16.533 kips UnAs"Fy> a > .648 inches ca=T/(Q*F'csb)> On > 6.418 ft -kips > Mu - <00 �R 4 693 _ REN.�Y/ P.04 APV.,, -28-94 THU 09:31 BRUNO HAWKINS 8930532 P.05 Keynotes 1. 61, CMU 2, 8"'CMU 3. 12` CMU 4, Nall-drainad granular batkfill, 5. 4" concrete slab - reinforce with 6 x 6 10/10 9a M. 6. Undisturbed soil. 1. Floor framing. 8. Provide for surface drainage adjacent to retaining wall.' 9. 4" diameter perforated drain pipe - drain to daylight: Provide 159 felt"over drain. Note.- Lap ote:lap bar splices minimum 40 bar diameters. � � � �, - / .� -}r o s , S `� � •r' L 01.1 c. r 1-'►•� 4 _ 1--rlug - nrtZo 1 *t. �i ��+ o -y'[ da- Q ..� '����� oddt�+�•�c�i horr�. �5 bo•,ri -- ? rl 2 t. ���p AR�y " / a%' _ 4-'- �" o• iQsg�- Az OF C A\,\ � Job number >>E94003 Date >> 2/ 1/94 O T Structural calculations for Project »Nelson residence Plan >> Name >>Better.Builders Construction Address >>Oroville, California Corv�ury o� \S�Q ARC,y BUILDING D PE \� HA6ti/�� FEB 2.3 1994 93 REN. Architectural Engineering Specialists 20 Constitution Drive Suite A OF C Chico, California 95926 y" a r� (916) 895-1125 IV'(916) 893-01532 Fax 4 . Note: ' Reference plans by others. No judgement or opinion'is rendered or implied regarding w aspects of this structure not specifically f noted herein. �¢ COUNTp ali;LDING DEPARAPPROTh�E VEI) • 22-141 50 SHEETS O.N. - 22-142 100 SHEETS 22-144 200 SHEETS IPA C-1 _, cG O _G o 22-141 SO SHEETS 22-142 100 SHEETS. AMPAO 22-144 200 SHEETS n 0 0 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 -SHEETS 73 r N N � o - � d C> _ G \ I } 22.141 SO SHEETS 22-142. 100 SHEETS 22-144 200S HEETS 71 IN `\ �, /I .� (\>45, N ' • �' 22-141. 50 SHEETS " 22-142 100 SHEETS - _ AMPAD 22.144. 200 SHEETS -. - \ \7. o SSBM 6 4:46 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/93 ------------------------------------------------------------------------ Description >>RB-3 ' ----=------------------------=---GENERAL -----=-------------------------- Span (L) > 15.000 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .465 kips/ft 51 % TL Uniform live load > .450 kips/ft 49 % TL Uniform total load > .915 kips/ft End reactions... ..................... Dl > .3.488 kips •LL > 3:375 kips TL >. 6.863 kips Design loads ............................ Total load moment (M) > 25.734 ft-kips Total load shear (V) > 6.863 kips ----------- --------------- LUMBER DESIGN VALUES------------------------- Base values Species Grade Fb Ft Fv Fcl Fc° E r' DFGL 24F-V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > -1.000 Apply to Ft Size factor Cf. > 1.000 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 Adjustment for lateral support > 1.000 Adjusted values. Species Grade Fb Ft Fv Fcl Fc° E DFGL 14F-V4 2961 1150 206 6501.650 1800000 --- -------------------------BEAM DATA --------------------=---------- Member width > 5.125 inches Member depth > 13.500 inches Required Actual Comment S (in"3) > 104.293 155.672 <ok> A (1n"2) > 49.909 69.188 <ok> I (in"4) > 1050.785 --------------------- -------- --DEFLECTIONS------------------------- ----- ; Total load deflection', > .551 inches l/ 317 <0K> . Live load deflection > .271 inches L/ 664 <00 Dead load deflection > .280 inches Minimum camber (glu-lams) > .420 inches <1.5*D1 deflection> . Standard 1000'R camber > .169 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area. > 10.558 in"2 Minimum length > 2.060 inches Assuming, full width bearing • 22-141 50 SHEETS 22-142 100 SHEETS AMPAo. 22-144 200 SHEETS r �\ cm C> rrClnn�) • r lzs� 18 ae� P` -*'s 1 �� tD SSBM 6 4:47 PM ------------------------------------------------------------------------ Rev-9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 1/19/93 Description » RB-4 ---------------------------------GENERAL-------------------------------- Span (L) > 16.330 feet Repetetive.? > N Reduce shear for bm depth > N:.. Laterally supported '(Y/N) > Y lu > .000 feet ` le >. .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS=----------------------------- Uniform dead load > .135 kips/ft 53 % TL Uniform live load > .110 kips/ft 47 % TL Uniform total load > .255 kips/ft End reactions.................. OL > 1.102 kips LL > TL > .980 1.082 kips.: Design loads............................. "kips Total load moment (M) > 8.500 ft-kips Total load shear (V) > 2.082 kips -------------------=------LUMBER DESIGN VALUES -------------------------- Base values -Species Grade Fb Ft Fv Fcl Fell E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > .900 Apply to Ft .Size factor Cf > .900 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 c Adjustment for .lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl Fc1 E • OFL ,102 1094 518 119 625 1170 1600000 ---=------------------------- ---.BEAM DATA--------------------- ---------- Member width > 3.500 inches Member depth > 13.250 inches. Required Actual Comment S (in"3) > 93.258 102.411 <ok> A (in"2) > 26.300 46.375 <ok> I (in"4) > 678.476 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .376 inches L/ 521 <00 Live load deflection > .177 inches L/ 1108. <00 Dead load.deflection > .199 inches Minimum camber (glu-lams) > .298 inches (1.5*DL deflection) Standard 2000'R camber > .200 inches " --------------------------CHECK MIN. BRO. AREA -------------------------- Minimum area > .3.331 in"2 Minimum length > .952 inches Assuming full width bearing lzs� 18 ae� P` -*'s 1 �� tD i 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS c AALo uo fN N, 7 b e l3 •22-141. SHEETS 22'142 10000 SHEETS s AMPAD 22-144 200 SHEETS s N 'J O • 22-141 50 SHEETS 22-142 100 SHEETS .-AD 22-144 200 SHEETS Iz- W -j ^g G a' N s 70 V, 6' `-- --4 • 22-141 SHEETS 22-142 00 100 SHEETS AMPAO 22-144 200 SHEETS 22-141SO SHEETS 22-142 100 SHEETS N nrnPnc 22-144 200 SHEETS �Q N � c . 1 ' N a - Ul 7z N — J J �F 10 -7ci. �' 22-141 50 SHEETS ` 22-142 100 SHEETS AMPAD 22.144 200 SHEETS 0 .. .. - ISN LnO kA • 22-141 50 SHEETS A. 22-142 100 SHEETS • AMPAO 22-144 200 SHEETS cs (i+ C� f1 • 22-141 SO SHEETS 22-142 -100 SHEETS AwPAO 22-144 200 SHEETS \Q O 0 22-141 SO SHEETS AMPAO 22-142 100 SHEETS 22-144 200 SHEETS N QA VI v N 0 o -Q- N" P 'J N 'V'. �n W � .J G S � ncn N N N Y 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS N d a N o k s.: a F- ` CC �i C/1 �^ N N s.: a F- O tl N 22-141 50 SHEETS 22-142 100 SHEETS - AMPAO 22-144 200 SHEETS ' . :� n • � (� . \ � � ids jv � - � - � � Cb s, w \ — CP NIS •. �� N G r. d n X 7 G".a + N. \ Q G •P - �� it G N .N L ;. N - 601'1, A 000'61 0 000'61 oSIS� -C 9V' A 000'11 M 000'11 £96'1 000 A AO££'Vl OOS'£l 0 OOS'£l M 0££'Vl 30803 ZA IA 9NdO 11VM O/M 1N3W93S �,�tiylS <A. 11VM8V3HS> 13/SdIA 8Vl' < (A) SlI M URS - 1003 83d 8V3HS 13/Shcx < ZA 01 300 MRS WUMV10 1333 <, ZA 01 133fons H19N31 IJ/SdIN I II' < IA 01 300 8V3HS MON 1333 0£8'8S < lA 01 133rgns H19N31 SdIA < ZA SdIX 0£S'9 < IA -------------------------- ------ Apwwos--------------------------------- S aui.l - Jana[ uteW<< NO11d183S30 ------------------------------------------------------------------------ S33803 801331103 16 -S -V AN L££' A OOS'8 0 OOS'8 680'- A OOS'£ M HSI 916' 000' A A 000'£1 HSI 0 00011 M HSI • 33803 ZA IA 9NdO 11VM 0/M 1NNON <A 11VM M HS> 13/SdIA 191' < (A) S11VM" 3HS — 1003 83d MHS 13/SdIX < ZA 01 3f10 8V3HS W9VxUM 1333 < ZA 01 133f8(1S H19N31 IJ/SdIN O.Vo JA 01 300 xV3HS WOVxHdV10 1333 OOS'8l. < IA 01 133fM HA UT Sd1H < ZA SdIA OWI < IA --------- ---------------------- Asvwwns------------=-------------------- ------------------------------------------------------------------------ g auil - lana[ uieW « NOI1d183S30. S33803 801331103 16 -S -V AN M, A 00011 ------ 0 000'£1 • LSO'- A 0001 M 000'£ lSS' A 000'91 0 000'91 000' A 000'£ M 000'£ 33803 ZA IA 9NdO 11VM O/M ANON <A 11VMSV3HS> 13/SdIN lll' < (A) S71VMSV3HS - 1003 83d 8V3HS 13/SdIN < ZA 01 HO 8V3HS W9V8HdV10 1333 < ZA 01 103f8ns H19N31 13/SdIA 8£0' < IA 01 3M0 8V3HS W9V8HdVIO 1333 000'S£ < lA 01 133f80S H19N31 • SdIN < ZA SdIN 0££'l < . ,. IA --------------------------------- Aamns------------------------------ _-- I auil - Jana[ ULeW « NOI1dI83S30 S33x03 01331103 16 -S -V AR REV 4-5-92 COLLECTOR FORCES DESCRIPTION ))Main level - Line 1 ---------------------------------SUMMARY-------------------------------- V1 > 4.880 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 63.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .011 KIPS/FT LENGTH SUBJECT.TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .610 KIPS/FT <SHEARWALL v> w,sr1 a SEGMENT W/O WALL OPNG V1 V2 . FORCE 44.000 0 44.000 Y 000 4.000 W 4..000 Y -3.408 7 6��%�i 11:000. 0 11.000 Y -1.218 4.000 W - 4.000 Y -1.130 ------------------------------------------ ; ------------------------------- REV 4-5-92 COLLECTOR FORCES DESCRIPTION »Basement level - Line i ---=------=-----=----------------SUMMARY--------------=----------------- V1 > 4.880 KIPS V2 > 1.140 KIPS LENGTH SUBJECT TO V1 > 19.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .251 KIPS/FT LENGTH SUBJECT TO V2 > 58.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .030 KIPS/FT SHEAR,PER FOOT - SHEARWALLS (v) > .366 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG V1 V2 -FORCE 23.000 0 23.000 y •5.250 W 5.250 Y -.690 6.000 0 6.000 Y 1.083 4.150 W 4.150 Y 4.000 W 4.000 Y Y 2.508 11.000 0 11.000 Y Y 2.832 4.000 W 4:000, Y Y -.324. Ll Sill Anchor A35 at A35 at Top plate Floor Line nailing . bolts Plate sill splice ------------------------------------------------------------- Main 1 n/a . 42" o.c. 48" o.c. n/a . 5-16d Main 3 10" o.c. 60" o.c. 48" o.c. 32" o.c. 4-16d Main 5 6" o.c. 36" o..c. 48" o.c. 20" o.c. 18-16d Main 7 2.5" o.c. n/a% - 48" o.c. n/a 28-16d Bsmt 6,7 4" o.c. 24" o.c. 41" o.c. 14" o.c. 24--16d . Sill nailing shall be 16d at.16" o.c. typical unless otherwise noted. Anchor bolts shall 'be 1/2" diameter x,10" at 71" o.c. typical unless otherwise noted. A35 shall be at 48" o.c. typical unless otherwise noted. Top plate splices shall be 4-16d typical unless otherwise • noted. SHEARWALLS SW 1 3/8" cdx plywood with 8d nails at 6", 12"10.C. SW2 3/8" cdx plywood with 8d nails at,4", 12" o.c. SW 3 3/8" cdx plywood with 8d nails at 3", 11" o.c'. ' • • 22-141. 50 SHEETS 22-142 100 SHEETS m -o 22-1.44 200 SHEETS I� ,h 1j (Ij N Cp �E S c C/\ m n N � F � � • h G01 S. 716 M CAP 4:06 PM ------------------------------------------------------------------------ REV 12-31-92 CONCRETE SECTION MOMENT CAPACITY 2/ 1/94 DESCRIPTION >>Grade beam at line ] ------------ SECTION DATA -----------;---------MATERIAL CONSTANTS --------- b > 8.000 IN ;F'c >. 2.500 KSI d > 22.000 IN ;Fy > 40.000 KSI �a > 89 :D > .900 --- -------------- =--=--=-------- LOAD DATA--=---------------------------- SERVICE MOMENT M > 22.700 FT -KIPS OVERLOAD FACTOR .> 1.300 WIND OR.EARTHQUAKE LOADS Mu > 29.510 FT -KIPS SEE CALCS As REQD. > ..610 IN"2 INCLUDES 331 INCREASE SINCE p ACTUAL IS LESS THAN p MIN. --=----------------------- ------- SUMMARY ------------------- ------- --=--- ACTUAL As > .620 IN"2 <OK> p MIN > .005 <200/Fy> •p ACTUAL > .0035 <p=As/b*d> T > 24.800 KIPS <T=As*Fy> a > 1.459 IN. <a=T/(�*F'c*b)> 0Mn' > 39.563 FT -KIPS > Mu - <OK> ----------- ----------------- --------------= ----- ----- --- • 22-141 50 SHEETS 22-142 100 SHEETS AMPAC 22-144 200 SHEETS • 22-141 50 SHEETS 22-142 100 SHEETS """nnc 22-144 200 SHEETS _ � • � 'may- V" 22-141J 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS i ' P <'.� ' P • 22-14150 SHEETS 22-142 " 100 SHEETS gMpgo 22-144 200 SHEETS A • 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200. SHEETS z \ 1 C � p N y 22-141 50 SHEETS 22-142 100 SHEETS A-0 - 22-144 200 SHEETS l rt'� a NOTE: THIS DETAIL SHALL APPLY WHERE SLOPES IN EXCESS OF I IN 10 ARE • ENCOUNTERED. THIS SHALL NOT APPLY .TO SLOPES IN EXCESS OF IIN1. 18' MIN. REINF. TOP 'OF UNDISTURBED SOIL.................... ........................ ;..::... ........ r_-...--- -_-___7-___- ................................... ........ ..... ............:..:'................................................ CONT. 99 BAR TOP AND BOTTOM. 12' W DE x C DEEP _ _ - _ _ _ - - _ _ - _ - CONCRETE FOOTING T-0' MINIMUM " F_521_A -.STEPPED FOOTING SC: 1/2'=I'-O" 37 EDGE NAIL PLYWOOD TO KINGSTUDS, TYP. DOUBLE KINGSTUDS. = U.O.N. ON PLANS 10 STUD' BOLTS CLR. TYPICAL HDA SEE PLAN ;' INSTALL WASHER. TYP. THREADED ROD EXTENSION AND COUPLING NUT ANCHOR BOLT .= SEE DETAIL NOTE: REFER TO TABLE 'FOR. ADDITIONAL INFORMATION . x • F_302_A HOLDOWN DETAIL SC: 1*=1'-0• PRINTED - AUG 051992 EDGE NAIL ""P" T"LYWD TO KINGSTOO" DOUBLE KI U.O.N. ON TYR H HD2A 1-1/2' 5/8' 2-5/8' SEE PLAN M AT 8' O.C. HD5A 2-1/16' 3/4' 2-3/4' SEE PLAN Rd AT V O.C. HD1A 2-3/16' 1-1/8' 3-1/8' SEE PLAN, Rd AT 3.5' O.C. .HD8A 2-1/16' 1/8' 3-1/8' SEE PLAN Rd AT 3' O.C. HDIOA '2-0v 1/8' 4-1/8' SEE PLAN Rd AT 2.5' O.C. HD20A . 2-3/8' 1-1%4' 4—I' SEE PLAN . NA MODEL NO. DIA. LENGTH MIN. EMBEDMENT le STABIL 5/80. IL' 12' STAB20 5/8' 20' IC STAB24 5/8' 29' . IC STAB28 1/8' 28' 29' • 22-141 SO SHEETS 22-142 100 SHEETS AMFAo 22-144 200 SHEETS. . o } n o a a MASONRY3 2/ 1/94 2:24 PM Rev 1-05-94 Masonry retaining wall Description >>Typical retaining wall ------------------ ------ data -----=----------=------------- Wall type > 2 1=>.supported 2 >.cantilevered 'Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > .0 Horizontal 0 Vertical Special inspection (Y/N)? > Y Masonry weight > .135. kcf, Soil'weight > :110 kcf --------------------------- ----Loading-------------------- ------------- Wdl -!----------------------------- Wdl minimum >" .380. kips/ft Wdl + W11 maximum - > 1.510 kips/ft EFP > .030 kcf Sloping backfill.surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height • --------------------------------------------- .000 3.000. .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -- --------------Allowable design stresses --------------=-- ---- xx*Soil***. Class of materials > 7 User defined Input Allowable passive (vert:) > 1:500` ksf`" 1.500 Allowable passive (horiz.y> .200ksf/ft depth .200 Lateral sliding coeff. > .350 ..350 xx:Masonry*** ***Concrete*** f,'m > 1:500 ksi f'c > 1.500. ksi Em > 1125000 ksi f ' > 40.000 ksi Fs . > 20.000 ksi Es > 30000000psi F's > 16.000 ksi. M. > .18.824 n > 26.667 S > .850 • Fb max: > .500 ksi 0 > .900' -------------=------------------Wall data --------------------------------- Cantilevered wall may use varying thickness segments Segment Ht. (feet) Ht. (feet)' 1 .000 to 6.000 2 .000 to 000 3 000 to ..000 --------------=------------- Wall reinforcing ------------- -------------- Segment 1 -.concrete -------------------------------------------------------- ------ - d > .000 inches Overload, factor > 1.700. Live loads M > 1.080 ft -kips Mu > ' 1.836 ft -kips On. > .000 ft -kips --- As regd. > .000. in"2 Includes 33% increase Since p actual is less than p min. . Actual As > .000 in"2 --- Segment 1 Nominal t t" wdl 8.000 7.615 .515 Tension reinforcing Size ; Spacing; d %Min. fm/Fb ; fs/Fs ; f's/F's Vertical 5 24.000 5.150 2.397 .625 .894 ---. Horiz. 5 48.000 1.198 --- --- --- Minimum development length) 23.000 inches Compression reinforcing Size ; Spacing; ---------'--------'--------'--------'--------'--------'--------'-------- d' ; %Min. ; fm/Fb. ; fs/Fs ; f's/F's - Vertical 0 .000 .000 --- --- ` --- .000 ` ------------------------------------------------------------------------ Segment 2 Nominal t t wdl. .000 .000 -.000 :Tension reinforcing Size ; Spacing; -d ; %Mina ; fm/Fb ; fs/Fs ;`f's/F's ---------'--------'=-------'--------'--------'--------'--------'-------- Vertical 0 .000. .000 .000 .000.. :000 --- Horiz. 0 .000 .000 --- • Minimum development length> 23.000 inches Compression. reinforcing Size ; Spacing; ---------'--------'--------'--------'--------'--------'------=-'-------- d' ; %Min. ; fm/Fb ; fs/Fs .; f's/F's Vertical 0 ` .000 ------------------------------------------------------------------------- .000 --- --- ---. .000 Segment 3 Nominal t t wdl 000 .000 000 Tension reinforcing Size ;Spacing; d ; %Min'. ; fm/Fb ; fs/Fs ; f's/F's ---------'-----=--'--------'--------'--------'-----=--'--------'-------- .Vertical 0 ..000 x.000 .000 ,000' .000 --- Horiz. 0 .000 ..000 --- --- --- Minimum' development length) 23.000 inches Compression reinforcing • Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; '-------- f's/F's ------=--'--------'--------'--------'--------'--------'---- Vertical 0 '.000 .000 --- --- --- .000 -----------------------------FOOTING FOOTIWDATA ------------------------------ Toe length > 2.000 feet Safety factor > 1.915 Heel length > 1.365 feet Soil pressure > 1..355 Minimum footing length >. --- feet .Actual footing length (L) > 4.000 feet . Footing depth > 14.000 inches ----------------------OVERTURNING AND SOIL PRESSURE ------ ---r------=---- Consider ftg depth for gross OTM and sliding ? (Y/N) >' Y Overturning moment (OTM). > 2.560 ft-kips W Arm . Moment Wdl mina .380 kips, 2.318 feet .881 'ft-kips Wtl 1.510 kips 2.318 feet 3.500 ,ft-kips Segment 1 .515 kips 2.318 feet 1.193 ft-kips Segment 2 .000 kips 2.318 feet .000 ft-kips Segment 3 .000 kips 2.318 feet .000 ft-kips . Soil .901 kips _3.318 feet 2.988 ft-kips Footing 1.200 kips 1.000 feet 2.400 ft-kips EWdl min> 2.995 kips EMdl min> 7.462 ft-kips EWtl > 4.505 kips EMtl > 10.961 ft-kips EMdl min/OTM > 2.915 > 1.5 <ok> Eccentricity (e) > .135 feet <A/2-(EM-OTM/EW)>:. L/6 > .667 feet " L' > 5.594 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure >. 1.355 ksf <ZWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .898 E ksf . ---=------------------------HEEL/TOE DESIGN ---------- ---------- --------- Heel design --------------------------=---------'----------------------------------- ; Reinforcing Heel length > 1.365 feet ; #4 at 101 in. o.c. M > .614 ft-kips ; #5 at 158 in. o.c. d > 20.000 inches ; 06 at 228 in. o.c. As min. > .023 in"2 ; #7 at 311 in. o.c. ` #8 at 407 in. o.c: ------------------------------------------------------------------------ Toe design ; Reinforcing •------------------------------------;- --------------------------------- Toe length >- 2.000 feet ; #4 at 16 -in. o.c. Max soil pressure> 1.355 ksf. ; #5 at 40 'in. o.c. " At'face of wall > .870 ksf #6 at 58 in. .o.c. M Max. > 2.381 ft-kips ; #7 at 79 in. o.c. d > 20.000 inches ;. #8 at 104 in. o.c. As min. > .090 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT-------=----------- As min. > 2.304 in"2 12 #4 bars .8 #5 bars 6 #6.bars 4 #7 bars 3 #8 bar's • ---------------------=-------LATERAL SLIDING ---------------------------- Rt. > .000 kips/ft Rb > .960 kips/ft Lateral sliding resistance > 1.048 kips/ft Lateral sliding resistance> - .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .400 kips/ft :<Footing only> Net resistance provided > 1.448 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches " Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.448 kips/ft. Factor of safety > 1.509 <OK> Shear key must provide > -.008 kips lateral resistance Equivalent depth of.shear key > 6.808 feet <Maximum 15'> Allowable lateral passive pressure > 1.362 ksf <At base of key> Allowable lateral passive pressure > . 1.362 ksf .<At bottom of key> Shear key required depth > ' .000 inches Shear key moment > .000 ft-kips Shear key thickness >' .000 inches d >. .000 inches As mina > .000 in"2 . #4 at 0 in.. o.c. #5 at 0 in. o.c. #6 at 0. in. o.c. #1 at 0 in. o.c.`- #8 at 0 in. o.c. .. MASONRY3 2/ 1/94 2:30 PM ----------------------------------------------------------- Rev 1-05-94 Masonry retaining wall Description ))Typical retaining wall ------------------------------General data --------- -------------- ---- Wall type > 2 1 => supported 2 => cantilevered - Lateral load type> 2 1 => wind/earthquake 2=>,soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > Y Masonry weight > ..135 kcf Soil weight > .110 kcf ------------------------- ------- Loading ----------------------------------- Wdl minimum > .380 -kips/ft Wdl + Wll maximum > 1.510 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge • ----P-Comment--------------------------------------- .000 height ,.. .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------- ----------=------. ***Soil*** . Class of materials > ] User defined Input Allowable passive (vert.) > 1.500 ksf Allowable passive (horiz.)> .200 ksf/ft depth '.2.00 Lateral sliding coeff. >. "..350 .350 , ***Masonry*** ***Concrete*** f'm. > 1.500 ksi Pc :>,.2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's ." > 16.000 ksi m > 18.824 n > 26.667 > ..850.., • Fb max. > .500 ks.i O > .900 -------------------------------Wall data. ---- --------------------=------ Cantilevered wall may use varying thickness segments Segment Ht:(feet)- Ht.(feet) 1 .000 to 2.000 .2 2.000 to 8.000 3 .000 to .000 ----------------------------Wall reinforcing ---------------------- Segment 1 - concrete 'y d > .000 inches Overload factor > 1:100. Live loads M >. 2.560 ft -kips 'Mu > 4.352 'ft -kips ,. On' > .000 ft -kips --- As regd. > ,000 in"2. Includes 33% increase Since p actual is less than.p min. Actual As > .000 in"? --- Segment 1 Nominal t t wdl 11 (100 ': 1, 1COC O[0 S� Tension reinforcing Size ; Spacing: d ; %Min.. ; fm/Fb ; fs/Fs ; f's/F's . ---------'--------'--------'---=----'-=------'--------'--------' Vertical 5 16.000 9.375 .2.358 .485 .785 ---. Horiz. 5 16.000 2.358 --- -- --- Minimum development length> 20.000 inches Compression reinforcing Size Spacing: d',. ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- - - 000 ------------------------------------------------------------------------ Segment 2 Nominal t t wdl 8.000 7.625 .515 Tension reinforcing Size ; Spacing; d %Min. ; fm/Fb'' ; fs/Fs, ; f's/F's 4 Vertical . 5 24.000 5.250 2:391 .680 .894 --- Horiz. 5 48.000 1.198 -=- --- -- •Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing: d', ; %Min. ; fm/Fb ; fs/Fs ; f's/F's --------='--=-----'--------'--------'-=--=---'--------'--------'-------- Vertical 0 .000 .000 --- --- -- .000 Segment 3 Nominal t t wdl .000 000 .000 Tension reinforcing Size ; Spacing: d ; %Min.. ; fm/Fb ;'fs/Fs. ; f's/F's ---------;--------;---=----;--------;--------;--------; -----=-;-------- Vertical-'. 0 000 .000 000 000 1 000 --- Horiz. 0 000 .000 --- --: --- Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing:. d' :JMin. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------I--------'--------'--------'------ '--------'--------. .y Vertical 0 :000 .000 FOOTING DATA -------------------------------- Toe -- -=-------------- Toe length > 3.000. feet Safety factor > 4.148 Heel length > 2.361 feet Soil pressure > .1.053 , Minimum footing length > --- feet Actual footing length (L) >. 6.330 feet Footing depth > 24.000 inches = ------------------OVERTURNING AND SOIL PRESSURE--- ----------------- Consider ftg depth for gross OTM and sliding ? (Y/,N) > -.Y Overturning moment (OTM) > 5.000 ft -kips W Arm Moment -------=----------------------=---------------------------------------=- Wdl min. ..380 kips 3.484 feet 1.324 ft -kips,: Wtl 1.510 kips 3.484 feet 5.261 ft-kips- Segment t-kipsSegment 1. .262 .kips 3.484 feet .911 ft -kips Segment 2 .515 kips 3.484 feet 1.793 .ft -kips Segment 3 .000 kips 3.484 feet .000 ft -kips Soil 2.018 kips. 5.149 feet 10.700 ft -kips Footing 1.899 kips 3.165 feet. 6.010 ft -kips 51 EWtl > 6.643 kips EMtl > 26.000 ft -kips EMdI min%OTM > 4.148 > 1.5- 60 Eccentricity (e) > .004 feet <A/2-(EM-OTM/EW)> L/6. > 1.055 feet L' > 9.484 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure. > 1.053 •ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > 1.046 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing ------------------------------------'----------------------------------- Heel length > 2361 feet ; #4 at 25 in. o.c. M > 2.453 ft -kips ; #5 at 39 in. o.c. d > 10.000 inches ; #6 at 51 in. o.c. As min. > .093 in=2 #7 at 77 . in. o.c. ' #8 at 101 in. o.c. Toe design Reinforcing . �-----------=------------------------;--------------=-------------------- Toe length > 3'..000 feet ; #4 at 14 in. O.C. Max soil pressure> 1.053 ksf_ ; #5 at.. 21 in. o.c. At face of wall > .720 ksf ; #6 at 33 in. o.c. M max. > 4.240 ft -kips ; #7 at 44 in. o.c. d > 20.000, inches ; #8 at 58 in. o.c. As min. > 161 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 3.646 in"2 19 #4 bars 12 #5 bars 9 #6 bars 7 #7 bars . 5 #8 bars -----------------------------LATERAL SLIDING ---------------------------- • Rt > .000 kips/ft Rb > 1.500 kips/ft Lateral sliding resistance > 1.797 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .400 kips/ft <Footing only> Net resistance provided > 2.197 kips/ft <Footing only.> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 2.197 kips/ft Factor of safety > 1.464 No good! Shear key must provide > .053 kips lateral resistance _ Equivalent depth of shear key > 7.311 feet <Maximum 15'> Allowable lateral passive pressure > 1.474 ksf <At base of key) Allowable lateral passive pressure > 1.491 ksf <At bottom of key) Shear key required depth -> 1.000 inches Shear key moment >. .005 ft -kips d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 ' in. o.c. #1 at 0 in. o.c. #8 at 0 in. o.c. • • 22-141 50 SHEETS' fi 22-142 100 SHEETS LIN nMann 22-144 200 SHEETS a fi LIN C-1 �1 -P — ` Lj) o c� UI cn V \T O a MASONRY3 1/21/93 3:49 PM ------------------- ----------------------------------------------------- Rey 1-05-94 Masonry retaining wall Description » Oarage retaining wall -------------------- ---------- General data ------------------------------ Wall type > 1 1.=> supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill'slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight . > .135 kcf Soil weight > 110 kcf -------- -------------------------- Loading --------------------=------------ Wdl minimum > .000 kips/ft Wdl + W11 maximum > 1.285 kips/ft. EFP > .055 kcf Sloping backfill surcharge> .000 kcf ; Total EFP > .055 kcf Surcharge Distance 'Surcharge P Comment to wall height • --------------------------------------------- 2.000 'Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading' ----------- ---- =------- Allowable design stresses------------------- ----- ***Soil*** Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth 200 Lateral sliding coeff. > . .350 .350 ***Masonry*:* ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs.. > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 Q > .850 Fb max.. > .250 ksi 0 > .900 =-----------------=-------=- -- ---------------- - Wall data when designing supported retaining walls - do not use. more than .one segment .Segment Ht.(feet). Ht.(feet) 1 .000 to 10.000 2 .000 to .000 3 .000 to .000 ------=-----------=---------Wall reinforcing ---------------------------- Segment 1 concrete d > 000 inches Overload factor > 1.700 Live loads M > 3.528 ft -kips Mu > 5.997 ft -kips 4Mn > .000 ft -kips -- As req'd. > .000 in"2 Includes 33% increase Since p actual i,s less than p min. Actual As > .000 -in^2 --- --------------------------------------------------------------- Segment 1 Nominal t t wdl 12.000 11.625 1.308 S5 r Tension reinforcin? Size , Spacing; ---------'--------'--------'--------'--------'-------='--------'---=---'- d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's- Vertical 5 8.000 9.375 4.716 1.130 .559 --- Horiz. 5 32.000 1.179 --- --- --- Minimum development length> 14.000 inches Compression reinforcing Size ; Spacing; ---------'--------'--------'--------'---=----'--------'--------'-------- ..d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .0.00 --- --- --- .000 ------------------------------------------------------------------------ Segment 1 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ;.fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 -=- --- --- Minimum development length> 14.000 inches' •Compression.reinforcing Size ; Spacing;* --------- '-------- '------- -' d' -------- %Min. '-------- fm/Fb '---------' fs/Fs ------- -'-------- f's/F's Vertical. . 0 .000 ------------ ------------------------------------------------------------ .000 • --- --- --- .000 -------------------------------------------------------=---------------- Segment 3 Nominal t t wdl. .000 . .000 000 Tension reinforcing Size Spacing; d ; %Min. fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- Minimum development length> 14.000 inches .. Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's • ---------;-------- ;-------- .;-------- ;-------- ;-------- ;-------- ;-------- Vertical 0 .000' .000 --- - --- --------------------------------FOOTING ------------- 7 ---------------- FOOTING DATA------------------------------- ----=------------------------.Toe Toelength .> 1.250 feet Safety factor > N/A Heel length > 1.281 feet Soil pressure > .923 Minimum footing length > --- feet Actual footing length (L) >. 3,500 feet Footing depth > 41.000 inches ----------------------OVERTURNING AND SOIL -PRESSURE --------- -------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM) >, .000 ft -kips W ----------------------------------- Arm Moment Wdl min. .000 kips 1.734 ------------------------------------- feet .000 ft -kips Wtl 1.285 kips 1.734 feet 2.229 . ft -kips Segment 1 1.308 kips 1.734 feet 2.268 ft -kips Segment 2 .000 kips 1.734 feet .000 ft -kips Segment 3 .000 kips 1.734 feet .000 ft -kips Soil 1.409 kips 2.859 feet. 4.030 :.ft -kips Footing 1.838 kips ------------------------------------------------------------------------ 1.750 feet 3.216 ft -kips.. EWdl min> 4.555 kips EMdl min> 9.514 ft4ips S5 EWtl > 5.840 kips EMtI > 11.742 ft -kips EMdl min/OTM > N/A. < 1.5 <ok> Eccentricity (e) > -.261 feet <A/2-(EM-OTM/EW)> L/6 > .583 feet. L' > 6.032 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .923 ksf ' <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .923 ksf -=-----------------=--------HEEL/TOE DESIGN ----------------------=----- heel design ; Reinforcing ------- =----------------------------;----------------------------------- Heel length > .1.281 feet ; #4 at 0 in. o.c. M > .903 ft -kips ; #5 at 0 in. o.c. d > .000 inches ; #6 at 0 in. o.c. As min. > .000 in"2 ; #7 at ' 0 in. o.c. #8 at 0 in. o'.c. Toe design, ' Reinforcing ---- - - - - - - - - - - - - - - - - - - --- -'----------------------------------- •Toe length > 1.250 -feet #4 at 0 in. o.c. Max soil.pressure> .923 ksf ; . #5 at. 0 in. o.c. At face of wall > .731 ksf. #6 at 0 in. o.c. 4 . M max. > .671. ft -kips #1 at 0 in. O.C. ' d > .000 inches. ; #8 at 0 in. o.c. As min. > .000 in"2 -----------------=-LONGITUOINAL FOOTING REINFORCEMENT-., -------- As min. > 3.528 in"2 18 #4 bars 12 #5 bars .8 #6 bars 6 #7 bars 5 #8 bars ------ ---------------- - ------ LATERAL SLIDING ------ =--------------------- Rt >. 1.056 kips/ft • Rb > 1.972 kips/ft Lateral sliding resistance > 1.594 kips/ft Lateral sliding.resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .1.225 kips/ft <Footing only> Net resistance provided > 2.819 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > 4.000 inches Width of slab > 10.000 feet Resistance provided by slab > .115. kips/ft Total resistance > 2.994 kips/ft Factor of safety > 1.518 <OK> 'Shear key must provide > -.036 kips lateral resistance Equivalent depth'of shear key > 11.830 feet .<Maximum 15'> Allowable lateral passive pressure '> 2.366 ksf .<At base of key> Allowable lateral passive pressure > 2.366 ksf (At bottom of key) Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches. / d > .000 inches As min. > .000 in"2 #4 at .0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. • t • • 22-141 ' 50 SHEETS 22-142. 100 SHEETS AMPAc 22-144 200 SHEETS J/ M CAP 3:23 PM REV 12-31-92 CONCRETE SECTION MOMENT CAPACITY 2/ 1/94 DESCRIPTION >> -----------SECTION DATA -----------;---------MATERIAL CONSTANTS=-------- ; b > 12.000 IN ;F'.c > 2.500 KSI d > 3.000 IN ;Fy > 40.000 KSI .850 >' .900 -------------------------------- LOAD DATA ------------------------------- SERVICE MOMENT M > 1.330 FT -KIPS OVERLOAD FACTOR > 1.100 LIVE LOADS Mu > 1.261 FT -KIPS SEE CALCS As REQD. > .210 IN"2 NO INCREASE REQUIRED SINCE p ACTUAL IS GREATER THAN p MIN --------------------------------- SUMMARY-------------------------------- • ACTUAL As > .211 IN"2 <OK> p MIN > .005 <200/Fy> p ACTUAL > .0015 <p=As/b*d> . T > 10.840 KIPS <T=As*Fy> a > ...425 IN. <a=T/(0*F'c*b)> 0Mn > 2.266 FT -KIPS > Mu - <OK> ... Keynotes 1. 6" CMU 2. 8" CMU 3. 12" CMU .4. Well -drained granular backfill. 5. 4" concrete slab - reinforce . r with.6 x 6 10/10 ga WWM. 6. Undisturbed soil. T. Floor framing. % 8. Provide for surface drainage adjacent to retaining wall. 9. :4" diameter perforated drain pipe - drain to daylight. Provide .158 felt over drain. Note: ('' a Lap bar splices minimum 40 bar diameters. I cC1. C` 24 =o x; 40'(1 OtA 2 --4 r✓,esCO � ' .._3"GI r- �c4" s�ab-h (0, 4 Keynotes 1.. 6" CMU 2. 8" CMU 40-17-, :W 'r 3. 12" CMU La3Z��o_�- - ---� 4. Well-drained granular backfill. 5. 4" concrete slab - reinforce with 6 x 6 10/10 ga WWM. r 4 3 � 6. Undisturbed soil. .l. Floor framing. d 8. Provide for surface drainage adjacent to retaining wall. j - 9. 4 diameter perforated drain drain Provide159daylight. o Note: Lap bar splices minimum 40 bar diameters. (o IM :_::_ 3-0-4._ Co 1 IA N N - rrr WW W WW W YI Uf IA CCC ♦ . h C ^ N ^N a aaa - N N N n i F a . etaiY\i�5 1 1 r�1aVI;�j wG f l Vi - Z��Z+Z + 34 S/2) ,a2a C 4-IZ(a 1�) _ • �u�S�� ' wlLQ = �Zy�Z+2--F E/2-) 020 + • 5�j' W WWW ' Lu LOS MIX 000 \ �j �(o�� �;JI)+2- �'2).6Z0-1(ZC_p/SJ Wllh woo M a aa_v_ , - NNCI MCI CI .• .. p •�<Set C . � eye ���►� s v� P' - ��-�� Kctz r i v, , �� X,i� 0. — ✓� Z �i l�1 �. 3,0 cd GS cIS-q -7 r MASONRY3 2/ 8/94 3:49 PM Rev 1-01-94 Masonry retaining wall ------------------------------------------------------------------------ Description >>Typical retaining wall » ease ------------------------------General data --------------- =-----•--------- Wall.type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical, Special inspection (Y/N)? > N ' Masonry weight > .135 kcf Soil weight > .110 kcf ti ------------------------------------ Loading ------------ ------------ --------- Wdl minimum 1> .380 kips/ft Wdl + Wll maximum > 1.510 kips/ft EFP > .030 kcf Sloping backfill surcharge. .000 kcf Total EFP > .030 kcf' Surcharge Distance Surcharge P Comment to wall height • - -- -----------------=--------------------=--- .000 3.000 .000 ' Uniform lateral load > .0000 ksf Earthquake/wind loading ----=------------------Allowable'design stresses ----=------------------- **Soil*** Class of materials > 1 'User defined Input Allowable passive (vert.) >, 1.500 ksf - 1.500 Allowable passive (horiz.)>- .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ' ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi' Fs .> 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 Q > .850 • Fb ma.x. > .250 .ksi 2 > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness 'segments Segment Ht.(feet) Ht.(feet) 1 .000 to . 4.000 2 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing ----------------------------- Segment 1 - concrete d . >• .000- inches Overload factor > 1.700 Live loads M > .320 ft -kips Mu. > .544 ft -kips . On > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is'less than p min. Actual As > .000 in"2 --- ------------------------------------------------------------------------ Segment 1 Nominal t t wdl- 8.000 7.625 .343 r q6 EWdl min> -1.184 kips EMdl min> 1.544 ft -kips Tension reinforcing Size .; Spacing; ---------'--------'--------'--------'--------'----=---'--------'------=- d ; %Min. ; fm/F6 ; fs/Fs ; f's/F.'s' I Vertical 4- 31.000 5.250 1.148 .526 .537 --- . Horiz. 5 -A8'000 .645 --- --- --- Minimum development length) 11.000 inches Compression reinforcing Size ; Spacing; ---------'--------'--------'--------'--------'--------'--------'-------- d' %Min. fm/Fb fs/Fs -; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------- Segment 2 Nominal t t wdl .000 .000 .000 .Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'--------'--=----- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- ---. --- • . Minimum development length> Compression reinforcing 11.000 inches. Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------- Segment 3 •Nominal t t wdl .000 .000'- .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 . ---. --- --- Minimum development length> 11.000 inches Compression reinforcing • ----, Size , Spacing, d , %Min. , fm/Fb , fs/Fs , f s/F s Vertical 0. .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length >. 1.000 feet Safety factor > 4.826 Heel length > .365 feet Soil pressure > .566 Minimum footing length > --= feet Actual footing length (L) > 2.000 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM) > .320 ft -kips. W Arm Moment Wdl min. .380 kips 1.318 feet .501 ft -kips Wtl 1.510 kips 1.318 feet 1.990 ft -kips Segment 1 .343 kips 1.318 feet 452 ft -kips Segment 2 .000 kips 1.318 feet .000 ft -kips Segment 3 .000 kips 1.318 feet .000 ft -kips Soil 160 kips 1.818 feet .292 ft -kips Footing .300 kips 1.000 feet .300 ft -kips EWdl min> -1.184 kips EMdl min> 1.544 ft -kips 47. EWtl > 2.694 kips EMtl > 3.534 ft -kips EMdI min/OTM > 4.826 > 1.5 <ok> Eccentricity (e) > -.193 feet <A/2-(EM-OTM/EW)> L/6 >, .333 feet L' > 3.580 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .566 ksf (ZWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .566 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing ------------------------------------'=--------=------------------------- Neel length > -.365 feet - ; 04 at 853 in. o.c. M > .029 ft -kips ; #5 at 1332 i,n. o.c. d > 8.000 inches #6 at 1924 i'n. o.c. As min. > .003 in"2 ; #7 at 2617 in. o.c_. 98 at 3423 in. O.C. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------'---------------- ------------------- Toe length > 1.000 feet 04 at 97. in. o.c. • Max soil pressure> .566 ksf ; #5 at 151 in. o.c. At face of wall > .408 ksf ; #6 at 219 in. o.c. M max.. > ,.257 ft -kips #7 at 297 in. o.c. d > 8.000 inches #8 at 389 in. o.c. As min. > .024 in"2 ------- ------- .----- LONGITUDINAL FOOTING REINFORCEMENT- -----------=---- As min. > .576 in"2 3 #4 bars 2 #5 bars 2 #6 bars 1 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING -------------------- •Rt > .000 kips/ft : Rb > .240 kips/ft Lateral sliding resistance > .414 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ks.f/ft depth Lateral passive pressure provided > 100• kips/ft (Footing only> Net resistance provided > .514 kips/ft <Footing only>. Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .00.0 feet Resistance provided by slab > .000 kips/ft Total resistance > .514 kips/ft Factor of safety > 2.143 <OK> Shear key must provide > -.154 kips lateral resistance Equivalent depth of shear key > 5.380 feet (Maximum 15'> Allowable lateral passive pressure > 1,076 ksf <At base of key> Allowable lateral passive pressure > 1.076 ksf <At bottom of key> Shear key required depth > , .000 inches Shear key moment > 000 ft -kips Shear key thickness > .000 inches 7 d i > .000 inches As min. >. .000 in"2 #4 at 0 in. o.c: #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. W at 0 in: o.c. 7 i MASONRY3 2/ 1/94 2:24 PM -----------------------------------------------------------------------= Rev 1-05-94 Masonry retaining wall ----------------------------------7------------------------------------- Description >>Typical retaining wall >> -------------------------------General data------------ ----------------- Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0. Horizontal 0 Vertical Special inspection (Y/N)? > Y Masonry weight > .135 kcf Soil weight > ".110 kcf -------------------------------- Loading --------------------- ------------ Wdl minimum > .380 kips/ft Wdl + W11 maximum > 1.510 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge • P Comment ------------------ towall height --- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------ ------------------ ***Soil*** Class of materials > l User defined Input Allowable passive (vert.) > 1.500 ksf 1:500 Allowable passive (horiz.)> .100 ksf/ft depth .200 Lateral sliding coeff. >. .350 .350 ***Masonry*** ***Concrete*** Pm > 1.500 ksi f'c > 1.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 •n, > Fb max. > 16.667 ksi 0 > .850 > .500 . .900 ------------=------------------Wall data --------------------------------- Cantilevired wall may use varying thickness segments Segment Ht.(feet) Ht.(feet) 1 .000 to 6.000 2 .000 to .000 3 000 to :000 --- ----------------------- Wall'reinforcing-------=-----=-----=-------- Segment 1 - concrete ------------------------------------------------------------------------ d > 000 inches Overload factor > 1.700 Live loads M > 1.080 ft -kips Mu > 1.836 .ft -kips On > .000 ft -kips. --- As reqd. > .000 W'2 Includes 33% increase Since p actual is less than 'p min. Actual As > .000 in"2 --- 7 ---------------------------------------------------------------- Segment 1 Nominal t t wdl 8.000 7.625 .515 5d Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 5 24.00.0 5.250 2.397 .625 ,894 -- Horiz. 5 48.000 .1.198 --- --- --- Minimum development length> 23.000 inches Compression reinforcing Size Spacing; d' %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 Segment 2 ------------------------------------------------------------------------ .Nominal t t wdl .000 .000 .000 Tension reinforcing .Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'------=-'---------------- ='----=---'-------- '--------'-------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 - .000 --- --- --- Minimum development length) 13.000 inches Compression reinforcing Size Spacing; d' ; %Min. fm/Fb fs/Fs ; f's/F',s Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 3 ------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs f's/F's: Vertical 0 .000 .000" .000 .000 .000 --- Horiz. 0 .000 .000 -- --- --- Minimum development length> 23.000 inches Compression reinforcing , i i i i Size ,Spacing,, d , %Min. , fm/Fb , fs/Fs , f's/F s Vertical 0 .000 .000 --- =-- --- .000 -------------=----------------FOOTING DATA ------------------------------ Toe length .> 2.000 feet Safety factor > .2.915 Heel length > 1.365 feet Soil pressure > 1.355 Minimum.footing length > -=- feet Actual.footing length (L) > 4.000 feet Footing depth > 24.000 inches -------------------- OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 2.560 ft -kips W Arm Moment ---------------------------- =--------------------------- --------------- Wdl min. .380 kips 2.318 feet .881 ft -kips Wtl 1.510 kips 2.318 feet 3.500 ft -kips Segment l .515 kips 2.318 feet 1.193 ft -kips Segment 2 .000 kips 2':318 feet .000 ft -kips Segment 3 . .000 kips 2.318 feet .000 ft -kips Soil ..901 kips 3.318 feet 2.988 ft -kips Footing .1.200 kips 1.000 feet 21.400 ft -kips EWdl.min> 1.995 kips EMdl min> 7-462 ft -kine ` 51. EWtl > 4.505 kips . EMtl > 10.961 ft -kips EMdl min/OTM > 2.915 > 1.5 <ok> z Eccentricity (e) > .135 feet <A/2-(EM-OTM/EW)> L/6 > .667 feet L' > 5.594 feet. <3*L/2-e> Resultant within middle third of footing - Maximum soil pressure > 1.355 ksf <EWtl/A + 6*OTM*e/A'2> Minimum soil pressure .> . .898 ksf ----------------------------HEEL/TOE DESIGN ------------- Heel design Reinforcing ------------------------------------ ----------------------------------- Heel length > 1.365 feet ; #4 at 101 in. o.c. M > .614 ft -kips ; #5 at 158 in. o.c. d > 20.000 inches #6 at 228 in. o.c. As min. > .013 in"2 ; #7 at 311 in. o.c. . #8 at 407 in. o.c. Toe design ; Reinforcing • ------">-2--.0-0-0 ----;----------------------------------- ..Toe-len-g--------th > 2.000-------feet--------#4 at 26 ire. O.C. Max soil pressure> 1.355 ksf ; #5 at 40 in. o.c. At face of.wall > .870 ksf ; #6 at 58 in. o.c. M max. > 2.387 ft -kips ; #7 at 79 in. o.c. d > 20.000 inches ; #8 at. 104 in.,o.c. As min. > 090 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 2.304 in"2 12 #4 bars 8 #5 bars 6 #6 bars 4 #1 bars 3 #8 bars ----------------- ------------LATERAL SLIDING-------- • Rt > .000 kips/ft Rb > .960 kips/ft Lateral sliding resistance > 1048 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable lateral passive pressure .> .100 ksf/ft depth Lateral passive pressure provided > .400 kips/ft <Footing only) Net resistance provided > 1.448 'kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.448 kips/ft Factor of safety > 1.509 <OK> Shear key must provide > -.008 kips lateral resistance Equivalent depth of shear.key > 6.808 feet' <Maximum 15.'> Allowable lateral passive pressure > 1.361 ksf <At base of key> Allowable lateral passive pressure > 1.362ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness . > .000 inches Q MASONRY3 2/ 1/94 2:30 PM F' ----------------------------------------- ------------------------ Rev 1-05-94 Masonry retaining wall ------------------------------------------------------------------ Description >>Typical retaining wall » f A -S >r B ------------------------------General data -------=---------------------- Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 -> wind/earthquake 2 => soil pressure Backfill slope > 0. Horizontal 0 Vertical . Special inspection (Y/N)? > Y Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading ------------ ---- Wd l minimum > .380 kips/ft Wdl + Wll maximum > 1.510 kips/ft . EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge • P Comment ------------------------- towall,. --- -- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------=----- ***Soil*** Class of materials > 7 User defined Input Allowable passive (vert.) > 1.500' ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi -a f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi . Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 " • n > Fb max. > 26.667 ksi (3 > .850 > .500 0 .900 -=-----------------------------Wall data ---------------------- ---------- CantileVered wall may use varying thickness segments' Segment H.t.(feet) Ht.(feet) 1 .000 to 2.000 2 2.000 to " 8.000 3 .000 to 000 -----------------------------Wall reinforcing---- ------------------------ Segment 1 = concrete d > .000 inches Overload factor > 1.100 Live .loads M > .2.560 ft -kips 'Mu > 4.352 ft -kips On > .000 ft -kips --- As reqd. > .000 in"2 Includes 33% increase Since p actual is less than p mina Actual As > .000 W2 --- ------------------------------------------------------------:----------- --------------------------------------------- Segment 1 =------------------ Nominal t t wdl -------- 11.000 11.625 .261 61 Tension reinforcing Size ; Spacing; d ;. %Min. ;.fm/Fb ; fs/Fs. ; f's/F's' Vertical 5 16.000 9.375 2.358 .485 .785 . --- Horiz. 5 16.000 2.358 --- --- --- Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb fs/Fs f's/F's ---------'--------'=-------'--------'--------'--------'--------'------=- Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 1 Nominal t t wdl 8.000 7.615 .515 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'------7-'-------- - Vertical 5 24.000 5.250 2.397 .680 .894 --- Horiz. 5 48.000 1.198 --- --- --- •Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing; d' ;,%Min. fm/Fb ; fs/Fs ; f's/F's Vertical 0 .00D .000 -- --- --- .000 Segment.3 .. Nominal t t wdl .000 .000 .000 . Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- -- --- Minimum development length> 20.000 inches Compression reinforcing Size ,Spacing, d , %Min. , fm/Fb , fs/Fs ,, f s/F s ---------;---=----;-=------;--------;--------;---------------- -------- - Vertical 0 .000 .000 --- - --- .000 ---------------------=--------FOOTING DATA ---------=----------- ------ Toe length > 3.000 feet Safety factor > 4:146 Heel length > 2.361 feet Soil pressure > 1.053 Minimum footing length > -- feet Actual footing length (L) >- 6.330 feet Footing depth > .14.000 inches ' ---------=------------OVERTURNING AND SOIL PRESSURE -=------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 5.000 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl.min: 380 kips . 3.484 feet 1.324 ft -kips Wtl 1.510 kips 3.484 feet 5.261 .ft -kips Segment 1 .262 kips 1.484 feet .911 "ft -kips Segment 2 .515 kips 3.484 feet 1.793 ft -kips Segment 3 .000 kips 3.484 feet .000 ft -kips Soil 2.018 kips 5.149 feet 10.700 ft -kips. Footing 1.899 kips 3.165 feet , 6.010 ft -kips SWdl min> 5.133 kids - W1 min> 90.139 ft -king 5� EWtl > 6.643 kips EMt1 > 26.000 ft -kips EMdl min/OTM > 4.148 > 1.5 <ok> Eccentricity (e) >. .004 feet <A/2-(EM-OTM/EW)> L/6 > 1.055 feet L' > 9.484 .feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.053 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > 1.046 ksf ----------------------_------HEEL/TOE DESIGN- ------------------- =-------- Heel design ------------------------=-----------'--------- ; Reinforcing ----------------------- Heel length > 2.361 feet ;. #4 at 25 in. o.c. M > 2.453 ft -kips #5 at 39 in. o.c. d >. 20.000 inches ; #6 at 57 in. o.c. As min. > .093 in"2 ; #7 at 77 in. o.c. #8 at 101 in. o.c. t. Toe design ; Reinforcing •---=---=--------------- ---=---------;- Toe length > 3.000 feet --------------------- ; 04 at 14 ------------- in. o.c. Max soil pressure> 1.053 ksf ; #5 at 22 in. o.c. At face of wall > .720 #6 at 33 in. o.c. _ksf M max.. > 4.240 ft -kips ; #7 at 44 in. o:c.. d > 20.000 inches #8 at 58 in. o.c. As min. > .161, in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > 3.646 in"2 19 #4 bars 12 #5 bars 9 #6 bars 7 #7 bars 5 #8 bars ----------------------=------LATERAL SLIDING ----;------------------=---- • >..000 kips/ft ,Rt Rb > 1.500 kips/ft Lateral sliding resistance > 1.797 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure .> .200 ksf/ft depth Lateral passive pressure provided >. .400 kips/ft <Footing only> Net resistance provided - > 2.197 kips/ft <Footing only> Concrete slab at base of wall. ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab >. .000 kips/ft Total resistance > 2.1.91 kips/ft Factor of safety > 1.464 No good! Shear key must provide > .053 kips lateral resistance Equivalent depth of shear key > 7372'' feet <Maximum 15'> Allowable lateral passive pressure > 1.474 ksf <At base of key> Allowable lateral passive pressure > 1.491 ksf <At bottom of key> Shear key required depth > 1.000 inches Shear key moment > 005 ft -kips 5fo d >. .000 inches As min. > 000 in 2 #4 at 0 in. o.c. 05 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. S-7 MASONRY3 2/ 8/94 3:54 PM Rev 2-01-94 Masonry retaining wall Description >>Retaining wall at property line >> OaSe D ------------------=-----------General data------------------------- ---- Wall type > 2 1 * supported 2,=> cantilevered . Lateral load type> 2 1 => wind/earthquake 1 => soil pressure Backfill slope > 0 Horizontal 0 .-Vertical Special inspection (Y/N)? > N Masonry weight > 135 kcf Soil weight > .110 kcf ---------------------- ---------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum k .000 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge' Oistance.Surcharge - P Comment to wall height • --------------------------------------------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ---------- ---=----------- ***Soil*** Class of materials > 7 .User defined Input` Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horit.)> 200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350, ***Masonry*** ***Concrete*** f'm: > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi. fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 19.824 n > 26.667 p > .850 • Fb max. >' .250 ksi 0 . > .900 , -------------------------------Wall data ------------------------------=-. .. 1 Cantilevered.wall may use varying. thickness segments Segment Ht.(feet) Ht.(feet) 1 ,000 to 3.000 2 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing-=-------------------------- Segment 1 - concrete d > .000 inches Overload factor > 1.700 Live loads M. > .135 ft -kips Mu > .230 ft -kips On > .000 ft -kips --- As reqd. >' .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- Segment 1 -------------- ----------------------------------------------------- Nomi'nal t t wdl . 8.000 7.625 .251 . EWdl min> .603 kips EMdl min> .538 ft -kips So 0 i Tens.ion reinforcing Size ; Spacing; d ; %Min. '; fm/Fb ; fs/Fs ; f's/F's --------- ;-------- ;-------- ;------ Vertical 4 32.000 --;- 3.813 ------- 1.148 ;--==---=;--------;-------- .327 .316 --- Horiz. 5 24.000 1.290 --- --- --- Minimum development length> 10.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'--------'-------- Vertical 0 .000 .000 1 --- I --- 1 I --- .000. -------------------------------------------------------- Segment 2 --------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size ;Spacing; d ; XMin: '; fm/Fb ; fs/Fs ; f's/F's I Vertical 0 .000 .000 I .000 I .000 I I .000 --- Horiz. 0 .000 .000 --- --- --- Minimum.development length> 10.000 inches • Compression reinforcing Size ; Spacing; d' ; %Min. fm/Fb ; ,fs/Fs .; f's/F`s Vertical 0 .000 .000 --- --- -- .000 -----------=------------------------------------------------------------ Segment 3. ---------------------------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; d ; %Min. ; fm/Fb ; fs/Fs f's/F's ---------I--------'--------'--------'--------'--------'--------I-------- I I I 'Vertical 0 .000 .000 I .000 1 .000 1 1 .000 --- Horiz. 0 .000 000 --- --- . --- Minimum development length> 10.000 inches Compression reinforcing Size ; Spacing; d' ; %Mina fm/Fb ; fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA--------------------------- Toe length > .500 feet Safety factor > 3.983 Heel length > .365 feet Soil pressure >• .533 Minimum footing length > --- feet Actual footing length (L) > 1.500 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE-----=--------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N F , Overturning moment (OTM) > .135 -ft-kips W Arm Moment Wdl min. .000 kips .818 feet .000 ft-kips Wtl .000 kips .818 feet .000 ft-kips Segment l .257 kips .818 feet .210 ft-kips Segment 2 .000 kips .818 feet .000 .ft-kips Segment 3 .000 kips. .818 feet .000 ft-kips Soil .120 kips 1.318 feet .159 ft-kips Footing .225 kips .750 feet .169 ft-kips. EWdl min> .603 kips EMdl min> .538 ft -kips So 0 i S� EWtl > ..603 kips EMtl > .538 ft -kips EMdl min/OTM > 3.983 > 1.5 <oki Eccentricity (e) >. .082 feet <A/2-(EM-OTM/EW)> L/6 : > .250 feet P > 2.005 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .533 ksf <EWtl/A + 6*OTM*e/A'2> Minimum soil pressure > .210 ksf ----------------------------HEEL/TOE DES16N ----------------------------- ,Heel design, ; Reinforcing ------------------------------=-----'----------------------------------- Heel length > .365 feet ; #4 at 1138 in. o.c. M > .022 ft -kips ; #5 at 1776 in. o -.c. d > 8.000 inches ; #6 at 1566 in. o.c. As min. > .002 in"2 ; #7 at 3489 in. o.c. #8•at 4564 in. o.c. Toe design ; Reinforcing ------------------------------------'----------------------------------- Toe --------- ---------------------- Toe length > .500 feet #4 at 408 -in. o.c. Max soil pressure> .533 ksf ; #5 at 637 in. o.c. At face of wall > .400 ksf ; #6 at 920 in. o.c. M max. > .061 ft -kips ; #7 at 1252 in. o.c. d > 8.000 inches ; #8 at 1637 in. o,. c. As min. > .006 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT---------------- -- As min. > .432 in"2 3 #4 bars 1 #5 bars 1 #6 bars 1 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- •Rt > .000 kips/ft , Rb > .135 kips/ft Lateral sliding resistance > .211 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .100 kips/ft (footing only) Net:resistance provided > .311 kips/.ft <Footing only) ` Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .311- kips/ft Factor of safety > 2.303 <00 Shear key must provide > -.108 kips lateral resistance Equivalent depth of shear key > 3.652 feet (Maximum 15'> -Allowable lateral passive pressure '> .730 ksf <At base of key) t, Allowable lateral passive pressure > .730 ksf <At bottom of key) Shear key required depth > ' .000 .inches Shear key moment > .000 ft -kips Shear key thickness >-..000 inches d > .000 inches As min. > .000 .in"2 • #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at .0 in. o.c. , #T at 0 in. o.c. #E at ------------------------------------------------------------------------ 0 in. o.c. .. z. MASONRY3 ------------------------------------------------------------------------ 2/ $/94' 3:51 PM Rev 2-01-94 Masonry retaining wall ------------------------------------------------------------------------ . Description >>Retaining wall at property line ------------------------------General data-------7---------------------- Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2.* soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > 135 kcf Soil weight > 110 kcf ---------------- ,--------------- Loading -----------=------------ Wdl minimum > .000 kips/ft Wdl + Wll maximum >' .000 kips/ft EFP > .030 kcf Sloping backfll.surcharge> .000. kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height ------------------------------------- ------- .0.00 3.000 .000 Uniform lateral load > 0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 1 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000.ksi Es > 30000000psi. F's > 16.000 ksi m > 18.824 n > 26.661 S > .850 • Fb max. > .250 ksil 0 > .900 -------------------------------Wall data -------------------------=------ Cantilevered wall may use varying thickness segments Segment H#.(feet) Ht.(feet) . 1 .000 to 6.000 2 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing ---------------------=------ Segment 1 - concrete ------------------------=----------------------------------------------- d > .000 inches Overload factor > 1.100 Live loads M > 1.080 ft -kips Mu > 1.836 ft -kips oMn > .000 ft -kips --- As.regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 ---. -------------- --------------------------------------------------------- ------------------------------------------------------------------------ Segment 1 Nominal t t wdl 8.000 7.625 .515 EWdl min> 1.940 kips EMdl min> 3.553 ft, -kips Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb fs/Fs f's/F's Vertical 5 16.000 5.250 3.595 1.042 .608 - --- Horiz. 5 48.000 1.198 --- --- --- Minimum development length> 16.000 inches Compression reinforcing Size ; Spacing; d' ; %Min., ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'-------- Ver tical Vertical 0 .000 .000 --- --- '-------- --- ------- .000 ------------------------------------------------------------------ Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ;-%Min. ; fm/Fb ; fs/Fs f's/F's I I I Vertical 0 .000 1 .000 .000 I .000 I I .000 - --- Horiz. 0 .000 .000 Minimum development length> 16.000 inches •Compression reinforcing ; Size Spacing; -_-_-----'--------'--------'---_---I--------I--------' d' %Min. ; fm/Fb fs/Fs ; -------- '-------- f's/F's Vertical 0 .000 .000 --- --- 1 --- .000 Segment 3 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb fs/Fs f's/F's ---------'_-------I--------'--------'--------'--------'----- I I I I I ---I- 1 I . - - Vertical 0 .000. .000. .000 :000 .000 --- Horiz. 0 .000. .000 --- --- -=- Minimum development length> .16.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000. .000 --- --- --- .000 ------------------------------FOOTING DATA----------------------- ------ Toe length > 1.000 feet Safety factor > 3.290 Heel length > 1.365 feet Soil pressure > .938 Minimum footing length > --- feet Actual footing length (L) > 3.000 feet Footing depth > 14.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM) > 1.080 .ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min.. .000 kips 1.318 feet .000 ft -kips Wtl .000 kips 1.318 feet .000 ft -kips Segment 1 .515 kips - 1.318 feet ..618 ft -kips Segment 2 .000 kips 1.318 feet .000 'ft -kips Segment 3 .000 kips 1.318 feet .000 ft -kips Soil .901 kips 2.318 feet 2.087 ft -kips Footing. .525 kips 1.500 feet .788 ft -kips EWdl min> 1.940 kips EMdl min> 3.553 ft, -kips EWtl > 1:940 kips EMtl > 3.553 ft -kips EMdl min/OTM >. 3.290 > 1.5' <ok> Eccentricity (e) >. .225 feet <A/2-(EM-OTM/2W)'> L/6 > .500 feet L'. > 3.824 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > :938 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .355 ksf . ----------------------------HEEL/TOE DESIGN ------------------------------ Heel design - Reinforcing '--------- ,Heel length > 1.365 feet ; #4 at 50 in. o.c. M > .614 ft -kips #5 at 79 in. o.c. d. > 10.000 inches ; #6 at 114 in. o.c. As ming > .046 in"2 ; #7 at 155 in. o.c. #8 at 203 in. o.c. ' ------------------------------------------------------------------------- Toe design ; Reinforcing ------------------=----=------------'----------------------------------- •Toe length > 1.000 feet ; #4 at 72 in. "o.c. Max soil pressure> .938 ksf ; 45 at 113 in. o.c. At face of wall > .693 ksf ; .06 at 164 in. o.c. M max. > .428 ft -kips ; #7 at 223 in. o.c. d > 10.00.0 inches ; #8 at 291 in. o.c. As min. > .032 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT------------=------ As'min. > 1.008 'in"2 6 #4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2 #8 bars ----=------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft • Rb > .540 kips/ft Lateral sliding resistance > .679 kips/ft lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > .136 kips/ft 0ooting only> Net resistance provided > .815 kips/ft (Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 'feet Resistance provided by slab > .000 kips/ft Total resistance >. .815 kips/ft Factor of safety > 1.510 <00 Shear key must provide >. -.005 kipslateral resistance Equivalent depth of shear key > 5.880 feet <Maximum 15'> Allowable lateral passive pressure > 1.176 ksf <At base of key>., Allowable lateral passive pressure > 1.176 ksf. <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches 3 d > .000 inches As min. >. .000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. 06 at 0 in. o.c. #7 at 0 in. o.c. 08 at. ----------------------------------------------------------------------- 0 in. o.c. • 3 6S MASONRY3 ------------------------------------------------------------------------ 1/ 8/94 4:01 PM Rev 2-01-94 Masonry retaining wall ------------------------------------------------------------------ Description >>Retainin.g wall at property line_ C{Se.D_3 ------------------------------General data ------------------------------ Wall type > 2 1 => supported.' 2 => cantilevered Lateral load type) 2 1 => wind/earthquake 2 => soil pressure' Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------- ----- Loading -------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > .000 kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height • --------------------------------------------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -------=---------------Allowable design -stresses ------------------------- ***Soil*** Class of materials .. > 1 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500" Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding co.eff. > .350 .350 ***Masonry*** ***Concrete*** Pm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy. > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.661 N > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Cantilevered wall may use varying thickness segments Segment Ht.(feet) Ht. (feet) 1 .000 to 3.330 2 3.330 to 9.000 3 .000 to .000 ----------------------------Wall reinforcing--------=------------------= Segment 1 - concrete d > .000 inches Overload factor > 1.100 Live loads M >. 3.645 ft -kips Mu > .6.191 ft -kips pMn > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ------------------------------------------------------------------------ Segment 1 ------------------------------------------------------------------------ Nominal t t wdl 12.000 11.625 .436 2Wdl min> 4.064 kips EMdl min) 10.906 ft -kips b6 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's 1 I 1 Vertical 5 8.000 9.375 I 4.716 I 1.068 1 I .578 ---. Horiz. 5 32.000 1.179 --- --- --- Minimum development length) 15.000 inches Compression reinforcing . Size ; Spacing; ' d' ; %Min. '-------'--------'-------- ; fm/Fb fs/Fs ;.f's/F's ' ---------'--------'-------- I I I Vertical 0 .000 -------- .000 - I --- I --- ---------------------- I 1- --= -------- .000 -------------------------------------------------- ------------------------------------------------------------------------ Segment 2 Nominal t t wdl 8.000 7.625 .486 Tension reinforcing Size ;Spacing; d %Min. fm/Fb ; fs/Fs ; f's/F's 1 I I Vertical 5 16.000 5.250 I 3.595 I .877 I I .513 --- Horiz. 5 32.000 1.191 --- --- --- Minimum development length> 15.000 inches • Compression reinforcing Size ; Spacing; ---------'--------'--------'--------'--------'--------'-=------'-------- d' ; %Min. ; fm/Fb ; fs/Fs f's/F's I Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 3 . Nominal t t wdl .000 1 -.000 .000 Tension reinforcing . Size ; Spacing; --__-_-__'-_______'--------'--------I--------'----_---'--------I------__' d %Min. fm/Fb fs/Fs f's/F's. I I I .Vertical 0 .000. .000 I .000 I .000 1 I .000 --- Horiz. 0 .000 :000 --- --- Minimum development length> 15.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs -; f's/F's. Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > 1.500 feet Safety factor > 2.992 Heel length > 1.861 feet Soil pressure > 1.430 Minimum footing length > --- feet Actual footing length (L) > 4.330 feet Footing depth > 24.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM) > 3.645 ft -kips W Arm Moment -------------------------------------------------- Wdl mina .000 kips 1.94 feet 7--------------------- .000 ft -kips Wtl .000 kips 1.984 feet .000 ft -kips Segment 1 .436 kips 1.984 feet .864 ft -kips Segment 2 .486 kips 1.984 feet .965 ft -kips Segment 3 000 kips 1.984 feet .000 ft -kips Soil 1.843 kips 3.399 feet 6.264 ft -kips Footing 1.299 kips 2.165 feet 2.812 ft -kips 2Wdl min> 4.064 kips EMdl min) 10.906 ft -kips b6 6� .EWtl > 4.064 kips EMtl > 10.906 ft -kips. £Mdl min/OTM > 2.992 > 1.5 <ok> Eccentricity (e) >. .378 feet <A/2-(EM-OTM/EW)> L/6 > .722 feet L' > 5.360 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.430 ksf <2Wtl/A + 6*OTM*e/A"2> Minimum soil pressure > .447 ksf ----------------------------HEEL/TOE DESIGN -------------------- ----------- H'eel design ------------------------------------- ; ----------------------------------- Reinforcing Heel length > 1.861 feet ; #4.at- 36 in. o.c. M > 1.715 ft -kips ; #5 at 56, in, o.c. d > . 10.000 inches ; #6 at 81 in. o.c. As min. > .065 in"2 ; #7 at 111 . in. o.c. #8 at 145 in. o.c. Toe design ----=-------------------------- -----;----------------------------------- ; Reinforcing length > 1.500 feet ; #4 at 42 in. o.c. •Toe Max soil pressure> 1.430 ksf ; #5 at .66 in. o.c. At face of wall > 1.030 ksf. #6 at 96. in. o.c. M max. > 1.459 ft -kips ; #7 at 130 in. o.c. d . > 20.000 inches ; 98 at 171 in: O.C. As min. > .055 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As min. > 2.494 in"2 13 #4 bars 9 #5 bars 6 #6 bars 5 #7 bars 4 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt, > .000 kips/ft • Rb > 1.215 kips/ft Lateral sliding resistance - > 1.422 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > :400 kips/ft <Footing only> Net resistance provided > 1.822 kips/ft <Footing only> Concrete slab at.base of wall ? >. N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.822 kips/ft Factor of safety > 1.500 No good! Shear key must provide > ...000 kips lateral resistance Equivalent depth of.shear key > 8.531 feet (Maximum 15'> Allowable lateral passive pressure > 1.706 ksf <At base of key> Allowable lateral passive pressure > 1.723 ksf <At bottom of key> Shear key required depth > 1.000 inches Shear key moment > .006 ft -kips Shear key thickness > .000 inches 6� d > .000 inches As min. > .000 .in"2 44 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. 6°J • 22.141 50 SHEETS 22-142 100 SHEETS AMPAo 22-144 200 SHEETS P` 41 - O ✓ �i 0 \•r .9 d 7� MASONRY3 2/ 8/94 3:26 PM -------------------------------------------------------------- m 2-01-94 Masonry -retaining wall ------------------------------------------------------------------------ .Description » Garage retaining wall » CaS� GI ----------------- ------------- General data ---------------------------=-- Wall type > 1 1 => supported 2 => cantilevered Lateral load type> 2 1*=> wind/earthquake 2 => soil pressure Backfill slope > ' 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > 135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum .> 1.285 kips/ft EFP > .055 k'cf Sloping backfill' surcharge> .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height •---------------------------- ---------------- . 2.000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses------------------------ x Class of materials > 1 User defined . Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi Pc > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi , Es > 30000000psi F's > 16.000 ksi m .> 18.824. n > 26.667 > .850 • Fb max. > .250 ksi 0 - > .900 -------------------------------Wall data -------------------------------- Note: when designing supported retaining walls - do not use more than one'segment Segment Ht.(feet) Ht. (feet) 1 .000 'to 4.000 2 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing --- -------.----------------- Segment 1 - concrete d > .000 ,inches Overload factor > 1.100 Live loads M > 226 ft -kips Mu > .383 ft -kips OMn > .000' ft -kips --- As regd. > .000 in'2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in"2 --- ----------------------------------------------------------------- Segment 1 Nominal t t wdl 8.000 7.625 .343 -71 Tens.ion reinforcing Size ; Spacing; d %Min. I fm/Fb ; fs/Fs f's/F's I I I Vertical 4 24.000 , 3.813' I 1.530 I .545 I I .400 --- Horiz. 4 16.000 1.236 --- --- --- Minimum development length) 10.000 inches Compression reinforcing . Size Spacing; d' ; %Min'. fm/Fb ; fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .OGO ------------------------------------------------------=----------------- ----------------------------------------------; Segment 2 ------------------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size Spacing; '-------- d %Min. '-------'--------'---=----'-------- fm/Fb' fs/Fs f's/F's --=-----=.'--------'-------- II � Vertical 0 .000 . .000 - I .000 I .000 I I .000 ,.. --- Horiz. 0 .000 .000 -=- --- --- Minimum development length>. 10.000 inches • Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f'"s/F's Vertical 0 .000 .000 --- --- -------------------------------------------------------------------------- -------------------- ------ -------------------------------------------- Segment Segment 3.. Nominal t t wdl .600 .000 .000 Tension reinforcing Size Spacing; d %Min. fm/Fb ;; fs/Fs ; ' f's/F's" -------=-'--------'--------'--------'--------'----------- Vertical 0 .000 .000 .000 .000 -----'-------- I , .000_ --- Horiz.� 0 .000 -.000 --- --- --- i Minimum development length> 10.000 inches Compression reinforcing • Size ; Spacing; ---------;--------;--------;-------- d'% Min. ;--------;--------;--=-----;-------- ; fm/Fb .; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA ------------------------------ Toe length > .680 feet Safety factor .. > N/A Heel length > .845 feet Soil pressure > .95.9 - Minimum footing length > --- feet Actual footing length (L) > 2.160 feet Footing depth > 14.000 inches = ---------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider .ftg depth for gross, OTM and sliding ? (Y/N) > N Overturning moment (OTM) > -.000 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips .998 feet .000 ft -kips Wtl 1.285 kips .998 feet 1:282 ft -kips Segment 1 .343 kips .998 feet' .342 ,ft -kips Segment 2 `.000 kips .998 feet .000 ft -kips Segment.3 .000 kips .. 998 'feet .000 ft -kips Soil .372 kips 1.738 feet .646 ft -kips Footing .378 kips 1.080 feet .408 ft -kips EWdl min> 1.093 kips 20 min) 1.396 ft -kips 7z EWtI > 2.378 kips EMtl > 2.678 ft-kips EMdl min/OTM > N/A < 1.5 <ok> Eccentricity (e) > -.046 feet <A/2-(EM-OTM/EW)> L/6 > '.360 feet L' > 3.379 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .959 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .959 ksf. ----------------------------HEEL/TOE DESIGN--------------------------- Heel design ; Reinforcing =-----------------------------------'----------------------------------- Heel length > .845 feet ' #4 at 0, in. o.c. M > .157 ft-kips ; #5 at 0 in. o.c. d > .000 inches ; #6 at 0 in. o.c. As min. > .000 in"2 ; #7 at 0 in. o.c. .; #8 at 0 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------ --------------------------- -Toe length > .680 feet ; #4 at 0 in. o.c. Max soil pressure> .959 ksf ; #5 at 0 in. o.c. At face of wall > .766 ksf ; #6 at 0 in. o.c. M max. > .207 ft-kips ; #7 at 0 - in. o.c. d >. .000 inches ; #8 at 0 in. o.c. 'As min. > .000 in"2 -------------------- LONGITUDINAL FOOTING REINFORCEMENT------------------- As min. > .116 in"2 4 #4 bars 3 #5 bars 2 #6 bars 2 #7 bars 1 #8 bars ----------------------------- LATERAL SLIOING ---------------------------- Rt > ..202 kips/ft •� Rb > .349 kips/ft Lateral sliding resistance >. .382 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth. Lateral passive pressure provided > .136 kips/ft <Footing only> Net resistance provided > .519 kips/ft (Footing only> Concrete slab at base of wal'I ? > N Thickness > .000 inches Width of slab > 000 feet Resistance provided by slab > .000 kips/ft Total resistance > .519 kips/ft Factor of safety > 1.486 No good! Shear key must provide > .005 kips'lateral resistance Equivalent depth of shear key. > 4.599 feet <Maximum 15'> Allowable lateral passive pressure`> .920 ksf <At base of key> . Allowable lateral passive pressure >, .436 ksf <At bottom of key> Shear key required depth > 1.000 inches Shear key moment > .003 ft-kips Shear key thickness > .000 inches d > .000 inches As min > .000 in"2' #4 at 0. in. o.c. #5 at 0 in. o.c. #6 at• 0 in. o.c: #7 at 0 in. o.c. #8 at 0 in. o.c. --------------------------------------------------------- -------------- MASONRY3 1/ 8/94. 3:31 PM ------------------------------------------------------ ----------------- Rev 2-01-94 Masonry retaining wall --------------------------------- --------------------------------------- Descr iption >>Garage retaining wall » CASA �2. ------------------------------General data----------------------------- Wall.type > 1 1 => supported 2 => cantilevered Lateral load type> 2 1 * wind/earthquake 2 => soil pressure Backfill" slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------------- Loading ----------------------------- --- Wdl minimum > .000 kips/ft Wdl + W11 maximum > 1.285 kips/ft EFP > ..055 kcf Sloping backfill surcharge> .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height • --------------------------------------------- 2.000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind.loading -----------------------Allowable design stresses-------------- ------ ***Soil**.* Class of materials > 7 User defined Input' Allowable passive (vert.) > 1.500 ksf '1.500 Allowable passive (horiz:)> .200 ksf/ft depth .200 Lateral sliding coeff. > 350 .350 . ***Masonry*** ***Concrete*** Pm > -1.500 ksi f'c > 2.500." ksi Em > 1125000.ksi fy > 40.000 ksi Fs > '20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 (i > .850 • Fb max. > .250 ksi 0 > .900 ---------------------------- -Wall data -------------------------------- Note: when designing supported retaining walls - do not use more than one segment Segment Ht".(feet) Ht. (feet) 1 .000. to 6.000 2 .000 to .000 3 .000 to .000 ----------=-----------------Wall reinforcing ----------------------------. Segment l - concrete --------------------------------7--------------------------------------- d > .000 inches Overload factor > 1.700 Live loads M > .762 ft -kips Mu. > 1.295 ft -kips On > .000 ft -kips ' --- As regd. > .000 in"2 . Includes 33% increase Since p actual is less than p mina Actual As > .000 in"2 --- -----------=-----------------------------------------=------------------ Segment 1. ------------------------------------------------------------------------ Nominal t t wdl 8.000• 7.625 .515 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ;.f's/F's ---------'--------'--------'--------'--------'---------'--------'-------- I Vertical A 16.000 5.250 2.195 .955 .651 --- Horiz. 4 14.000 1.530 --- --- --- Minimum development length) 14.000.inches Compression reinforcing Size ; Spacing; d' ; %Min. fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 -'.000 --- --- --- .000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; ---_-7---'--------- '--------'--------'--------'--------'--------'-------- d ; %Mina ; fm/Fb ; fs/Fs f's/F's I I Vertical 0 .000 .000 I .000 I .000 I I .000 --- Horiz. .0 .000 .000 --- Minimum development length) 14.000 inches • Compression reinforcing Size Spacing; ---------'--------'-=------'------=-'--------'--------'-=------'-------- d' ; %Min. ; fm/Fb ; fs/Fs f's/F's .. Vertical ' 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ ----------------------------------------------------------------=------- Segment 3' Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb fs/Fs ; f's/F's ---------'-------='--------'--------'-=------'--------'--------'-------- I I I Vertical 0 .000 .000 I .000 I .000 I 1 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 14.000 inches Compression reinforcing Size ; Spacing; d' %Min. fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA --------------- =--------------. Toe length > .933 feet Safety factor > N/A Heel length > .932 feet Soil pressure > .802 Minimum footing length > --- feet - Actual footing length (L) > 2.500 feet Footing depth > 24.000 inches -------=--------------OVERTURNING AND SOIL PRESSURE --------- =----------- Consider ftg depth, for gross OTM and sliding ? (Y/N) > N Overturning moment (OTM) > .000 ft-kips W Arm Moment Wdl min. .000 kips 1.151 feet .000 ft-kips Wtl 1.285. kips 1.251 feet 1.601 ft-kips Segment 1 - .515 kips 1.251 feet .644 ft-kips . Segment 2 .000 kips 1.251 feet .000 ft-kips Segment 3 .000 kips 1.251 feet .000 ft-kips.. Soil .615 kips 7.034 feet 1.251 ft-kips Footing .150 kips ------------------------------------------------------------------------ 1.250 feet .938 ft-kips EWdl min> 1.880 kips EMdl min> 2.832 ft-kips EWtl >. 3.165 kips EMtl > 4.439 ft -kips EMdl min/OTM > N/A < 1.5 <ok Eccentricity (e) > -.153 feet <A/2-(EM-OTM/EW)> L/6 > .417 feet L' > 4.208 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .802 ksf <EWtl/A + 6*OTM*e/A'2> Minimum soil pressure > .802 ksf -------------------- --------- HEEL/TOE.OESIGN----------------------------- Heel design Reinforcing ------=-----------------------------'----------------------------------- Heel length > .932 feet #4 at 0 in. o.c. . M > .286 ft -kips #5 at 0 ino.c. d > .000 inches ; #6 at 0 in.,o..c. As min. > .000 in"1 ; #7 at 0 in. o.c. #8 at, 0 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------ ------ ----------------------------------- •Toe length > ..933 feet ; #4 at 0 in. o.c. Max soil pressure> .802 ksf ; #5 at 0 -in: o.c. At face of wall > .624 ksf #6 at 0 in. o.c. M max. > .323 ft -kips #7 at 0. in.. o.c. d > 000 inches ; #8 at 0 in. O.C. As min. > .000 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- ,As min. > 1.440 in"2 8 #4 bars 5 #5 bars 4 #6 bars 3 #7 bars 2 #8 bars -----------------------------LATERAL SLIDING=--------------------------- Rt > .413 kips/ft . Rb > .743 kips/ft Lateral sliding resistance > .658 kips/ft .Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > ...100 ksf/ft depth Lateral passive pressure provided > .400 kips/ft <Footing only>. Net resistance provided > 1.058 kips/ft <Footing only> Concrete slab.at base of wall ? > N Thickness > .000 inches Width of slab > 000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.058 kips/ft Factor of safety > 1.423 No good!, Shear key must provide > .057 kips lateral resistance Equivalent depth of shear'key' > 6.835 feet ' <Maximum 15'> Allowable lateral passive pressure > 1.367 ksf (At base of key> Allowable lateral passive pressure > -1.384 ksf <At bottom of key> Shear key required depth > 1.000 inches Shear key moment > .005 ft -kips Shear key thickness > .000 ,inches d > .000 inches As min. > .000 in"2 #4 at 0 in. o.c. #S at 0 in. o..c. #6 at 0 . in. o.c. #) at 0 in. o.c. #8 at ------------------------------------------------------------------------ 0 in. o.c. MASONRY3 2/ 8/94 3:37 PM Rev 2-01-94 Masonry retaining wall Description >>Garage retaining wall >> CASE �3 ------------------=-----------General data ------------------------------ Wall type > 1 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection.(Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > 1.285 kips/ft EFP > .055 kcf Sloping backfill surcharge> .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height ----------------------------------------- • 2.000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable"design stresses------------------- =- -- ***Soil*** Class of materials > 7 User.defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ,ksf/ft'depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi ' Em > 1125000 ksi fy > -40.000 ksi Fs > 20.000 ksi Es > 30000,000psi F's > 16.000 ksi m > 18.824 n. > 16.667 > .850 Fb max. > .250 .ksi 0 > .900 -------------------------------Wall data-------------------------------- Note: when designing supported retaining walls - do not use more than one segment Segment Ht.(feet) Ht.(feet) 1 .000 to 8.000 2 .000 to .000- .3 .000 to .000 ----------------------------Wall reinforcing --------------------------- Segment 1 -concrete ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.700 Live loads M > .1.806 ft -kips Mu > 3.070 ft -kips On > .000 ft -kips --- As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. . Actual.As > .000 in"2 --- Segment 1 Nominal t - t wdl 12.000 11.625 1.046 �y 2Wdl min) 2.859 kips EMdl min> 4.148 ft -kips Tension reinforcing Size ; Spacing; d %Min. ; fm/Fb fs/Fs f's/F's Vertical 5 24.000 9.375 1.572 .852 817 - --- Horiz. 5 24.000 .846 --- --- --- Minimum development length) 21.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ----=----'--------'--------'-----=--'=----=--'--------'--------'-------- Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 1 Nominal t t wdl 000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ;.fs/Fs ;.f's/F's Vertical 0 .000 .000 .000 .000 .000 - --- Horiz. 0 .000 .000. --- --- --- Minimum development length> 21.000 inches • Compression reinforcing Size ; Spacing; '------ d' ; %Min. fm/F6 '-------- ; fs/Fs ; '-------- '-------- f's/F's -------=-'----=---'-------- Vertical 0 .000 --'-------- 000 --- --- ---. .000 Segment 3 Nominal t t wdl .000 .000 .000 Tensionreinforcing Size ; Spacing; ---------;------=-;--------;--------;--------;--------;--------;-------- d %Mina fm/Fb ; fs/Fs f's/F's Vertical 0. .000 .000 . .000 .000 :000 --- Horiz. 0 000 .000 --- --- --- Minimum development length> 21.000 inches Compression reinforcing .Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------FOOTING DATA-, ----------------------------- Toe length > .750 feet Safety factor > N/A Heel length > .781 feet Soil pressure > 1.125 Minimum footing length > --- .feet Actual footing length (L) > 2.500 feet Footing depth > '36.000 inches ----------------------OVERTURNING AND SOIL PRESSURE--------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > N: Overturning moment (DIM) > .000 ft-kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 1.234 feet .000 ft-kips Wtl 1.285 kips 1.234 feet 1.586 ft-kips Segment-1 1.046 kips 1.234 feet 1.291 ft-kips Segment 2 .000 kips 1.234 feet 000 ft-kips Segment 3 .000 kips 1.234 feet .000 ft-kips Soil .688 kips 2.109 feet. 1.450 ft-kips Footing 1.125 kips 1.250 feet 1.406 ft-kips 2Wdl min) 2.859 kips EMdl min> 4.148 ft -kips (3d EWtl > 4. 144 kips EMtl > 5.734 ft -kips EMdl min/OTM > N/A < 1.5 fok> Eccentricity (e) > -.134 feet <A/2-(EM-OTM/EW)> L/6 > .417 feet L' > 4.151 feet '011l/2 -e> Resultant within middle. third.of footing Maximum soil pressure > 1.125 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > 1.125 ksf ---------------------------HEEL/TOE DESIGN ------------------------------ Heel,design ; Reinforcing ------------------------------------'-----------------=----------------- Heel length > .781 feet ; #4 at 0 in. o.c. M > .269 ft -kips ; 15 at .0 in. o.c. d > .000 inches ; #6 at 0 in. o.c. As min. > .000 in"2 ; #7 at 0 in. o.c. #,8 at 0 in. o.c. Toe design ; Reinforcing. ------------------------------------ --- ------------------------------- Toe length > .750 ,feet ; #4 at 0 .,in. o.c. Max soil pressure> 1.125 ksf ; #5 at 0 in. o.c. At face of wall > .922 ksf ; #6 at. 0 in. o.c. M max. > .297 ft -kips ; #7 at 0 in. o.c. d > .000 inches ;. #8 at 0 in. o.c. As min., > .00.0 in"2 -=-----------------LONGITUDINAL FOOTING REINFORCEMENT ------------- min. > 2.160 in"2 12 #4 bars 8 #5 bars 5 #6 bars 4 #7 bars 3 #8 bars -=-------------------------LATERAL SLIDING ----- ------- ---------------- .Rt > .698 kips/ft Rb > 1.284 kips/ft Lateral sliding resistance > 1.001 kips/ft . Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive'pressure'> .200 ksf/ft depth. Lateral passive pressure provided > .900 kips/ft (Footing only> Net resistance provided > 1.901 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > 1.901 ,kips/ft Factor of safety` > 1.480 No good! Shear key must provide > .026 kips lateral resistance Equivalent depth of shear key > 10.395 feet <Maximum 15'> Allowable lateral passive pressure > 2.079 ksf (At base of key> Allowable lateral passive pressure > 2.096 ksf (At bottom of key> Shear key -required depth > 1.000 inches Shear key moment > .007 .ft -kips Shear key thickness > .000 .inches pJ1 d > .000 inches As min. >..000 in"2 #4 at 0 in. o. c. #5 at 0 in. o. c. #6. at 0 in: 0. C. #1. at 0 in. o. c. #8 at 0 in. o.c: { 82, MASONRY3 1/21/93 3:49 PM -----------------------------------------=------------------------------ Rev 1-05-94 Masonry retaining wall Description ))Garage retaining wall » C A-secq- ------------- ----------------- General data= ------------------------------ Wall type > 1 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight. > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .0'00 kips/ft Wdl + Wll maximum > 1.285 kips/ft EFP > .055 kcf Sloping backfill surcharge> .000 kcf Total EFP > .055 kcf' Surcharge Distance Surcharge P Comment to wall height' • --2.000-- ------ -------=-------------------- ------- Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 1 User defined Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .200 ksf/ft depth .200 Lateral sliding coeff. > .350 .350 ***Masonry*** ***Concrete*** Pm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs . > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 (i > .850 • Fb max. > .250 ksi > .900, -------- ------------------------ Wall data -------------------------------- Note: when designing supported retaining walls - do not use ,. more than one segment Segment Ht.(feet) Ht.(feet) 1 .000 to 10.000 2 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing --------------------- 1 - concrete d > .000 inches Overload factor > 1.700 Live loads M > 3.528 ft -kips Mu > 5.997 ft -kips �Mn > .000 ft -kips --- ' As reqd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > ------------------------------------------------------------------------ :000 1n"2 --- ------------------------------------------------------------------------ Segment 1 , Nominal t t wdl 12.000 11.625 1.308 �5. Tension reinforcin7 Size , Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; Ps/F's Vertical 5 8.000 9.315 4.116 1.130 .559 --- Horiz. 5 32.000 .1.119 --- --- --- Minimum.development length> 14:000 inches Compression reinforcing . Size Spacing; ---------'--------'-------- '-------- d' ; %Min. '-------- ; fm/Fb '-------- ; fs/Fs ; '-------- '-------- f's/F's Vertical 0 .000 .000 --= --- --- 000 ------------------------------------------------------------------------ Segment 2 Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's ---------'--------'--------'--------'--------'--------'-------='-------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 14.000 inches Compression reinforcing Size ; Spacing; -------=-'--------'-----=--'--------'--------'--------'--------'- d' '; %Min. ; fm/Fb' .; fs/Fs ; f's/F's Vertical 0 .000 .000 --- .- --- I I------ --- . .000 -----------------------------------------------------------------=------ ------------------------------------------------------------- Segment 3 ------ Nominal t t wdl . .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000' .000 .000 .000 --- , Horiz. 0 .000 .000 --- --- --- Minimum development length.> 14.000 inches Compression reinforcing.. Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs f's/F's ------------------------ '. ----------------�_____-_---__-_----___---. Vertical' 0 000 ...000 --- --- --- .000 ' ------------------------------FOOTING DATA-=---------------------------- Toe length > 1.250 feet Safety.factor ' >'. N/A Heel length x 1.281 feet Soil pressure > .923 . Minimum footing length > --- feet Actual footing length (L) > 3.500 feet Footing depth > 42.000 inches ----------------------OVERTURNING AND SOIL PRESSURE-.-L ------------------ Consider ftg depth for gross.OTM and sliding ? (Y/N) > N Overturning moment (OTM) > .000 ft-kips . W ------------------------------------------------------------------------ Arm Moment Wdl min. .000 kips 1.134 feet .000 ft-kips Wtl 1.285 kips 1.134 feet 2.229 ft-kips Segment 1 1.308 kips 1.134 feet 2.268 ft-kips Segment 2 .000 kips 1.134 feet .000 ft-kips Segment 3 .000 kips 1.134 feet .000 ft-kips .Soil 1.409 kips 2.859' feet 4.030 ft-kips Footing 1.838 kips. ----------------------------------------------------------=------------- 1.150 feet 3.116 ft-kips EWdl min> 4.555 kips EMdI min> 9.514 ft-kips �5. EWtl > 5.840 kips EMtl > 11.142 ft -kips EMdl min/OTM > N/A < 1.5 <ok> Eccentricity (e) > -.261 feet <A/1-(EM-OTM/EW)> L/6 > .583 feet L' > 6.032 feet <3*L/2-e> Resultant within middle third of footing : Maximum soil pressure > .923 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .923 ksf -----------=---------------- HEEL/TOE DESIGN---------------------- ------ Heel design ; Reinforcing ------------------------------------'----------------------------------- Heel length > 1.281 feet ; #4 at 0 in. o.c. M > .903 ft -kips ; #5 at 0 in. o.c. d > 000 inches ; #6 at 0 in. o.c. As min. > .000 in"2 ; #1 at 0 in. o.c. #8 at. 0 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ---------------------------------'------------------------------------ Too ------------------=---------Toe length > 1.150 feet ; #4 at 0 in: O.C. • Max soil pressure> ,923 ksf ; #5 at 0 in. o".c." At face of wall > .131 ksf ; #6 at 0 in. o.c. M max. > .611 ft -kips #1 at 0 in. o..c, d > .000 inches ; #8 at, 0 in. o.c. As min. > .000 in"2 - ---LONGITUDINAL FOOTING REINFORCEMENT --------------------- As -------------- ---As min. > 3.528 in"2 18 #4 bars 12 - #5 bars 8 #6 bars 6#1 bars 5 #8 bars ------------=----- ------LATERAL SLIDING ---------------------------- Rt > 1.056 kips/ft • Rb > 1.912 kips/ft Lateral sliding resistance > 1.594 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .200 ksf/ft depth Lateral passive pressure provided > 1.125 kips/ft <Footing only> Net resistance provided > 2.819 kips/ft <Footing only> Concrete slab at base of wall ? > N Thickness > 4.000 inches Width of slab > 10.000 feet Resistance provided by slab > .115 kips/ft Total resistance > 2.994 kips/ft Factor of safety > 1.518 <OK> Shear key must provide > -.036 kips lateral resistance Equivalent depth of shear key > 11.830 feet <Maximum 15'> Allowable lateral passive pressure > 2.366 ksf, <At base of key> ' Allowable lateral passive pressure > 1.366 ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches , d > .000 inches As -min. > .000 in"2 #4 at 0 in. o.c: #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. M CAP 3:23 PM ------------------------------------------------------------------------ REV 12-31-92 CONCRETE SECTION MOMENT CAPACITY 2/ 1/94 DESCRIPTION >> ------------SECTION DATA ----------- ;---=----- MATERIAL CONSTANTS --------- b. >. 12.000 IN ;F'c > 2.500 KS[ d i 3.000 IN ;Fy. > 40.000 KSI - �� > .850 .900 -------------------------------- LOAD DATA ------------- =---==------------ SERVICE MOMENT M > 1.330 FT -KIPS OVERLOAD FACTOR > 1.]00 LIVE LOADS Mu > 2.261 FT -KIPS SEE CALCS As REQD. >` .27D IN"2 NO.INCREASE REQUIRED SINCE p ACTUAL IS GREATER THAN p MIN ------------- --------------- ----- SUMMARY ------------- =------------------ ACTUAL As > .211 1N"2 <OK> P MIN > .005 <200/Fy> p ACTUAL_ > .0015 <p:As/b*d> T > 10.840 KIPS <T:As*Fy> a. > .425 IN. <a:T/(5*F'c*b)> On . > 2.266 FT=KIPS > Mu - <OK> ------------------------------------------------------------------------ x.3540 r 0 • t s . r o. c, Keynotes N 1. 60 CMU 1. 8' CMU 3. 12' CMU 4. Well -drained granular backfill. 5. 4' concrete slab - reinforce • with 6 x 6 10/10 ga HWM. r 4 33/4 'r 6. Undisturbed soil. 1. floor framing. 1 8. Provide for surface drainage (�-ti's. �i� O adjacent to retaining wall. i 9. 4' diameter perforated drain pipe - drain to daylight. • �t� Provide 158 felt over drain. tlote: Lap bar splices minimum 40 bar diameters. U Ver -1>; -#-4� (2 •U iii-= N . Keynotes 1. 6'CMU 2. 8" CMU 3. 12' CMU ' - @ 2-41119C,=- --� ' 4. Well -drained granular backfill. 5. 4" concrete slab - reinforce • with 6 x 6 10/10 ga WWM. 6. Undisturbed soil. ). Floor framing. 8,Provide-for surface drainage adjacent to retaining wall. j - 9. 4' diameter perforated drain pipe -drain to'daylight. • 1� Provide 158 felt over drain. (tote: -� >C Lap bar splices minimum 40 bar diameters. lg q' c i verb,4- Tat; l((11 N } c2 _ ___,0)a Keynotes N 1. 6" CMU ,. 2. 8" CMU 3 12" CMU @�400c,- 4. Well -drained granular backfill. S. 4" concrete slab - reinforce with 6 x 6 10/10 ga WWM. 6. Undisturbed soil. ). Floor framing. d 8. Provide for surface drainage adjacent to retaining wall. r 9. 4 diameter perforated drain pipe - drain to. daylight. • li Provide 150 felt over drain. 0 Note- Lap bar splices minimum 40 bar diameters. Ii C:Wj •0,i G ��YU•� t.r-,O r vel, s . _ _ ____- III = � • • -:3--#-4 - co ,j r --� M I ax O _ 24"o C 7 s 6,1V A 4 Keynotes 1. 6" Cf'IU 2. 8" CMU µ�riZS 3. 12" CMU 3Z �0_4. Well -drained granular backfill. 5. 4" concrete slab - re,inforce with -6 x 6 10/10 ga WWM. r q- 6. Undisturbed soil: ` 7. Floor framing. d 8. Provide for surface drainage adjacent to retaining wall. 9., 4 diameter perforated drain pipe - drain to daylight. Provide 159 felt over drain. o Note. C_ ... Lap bar splices minimum 40 bar diameters.. i C, _ O' rG� v� ve+,, # G 5'0_x._ s - � C;0 's rn Keynotes I� 1. 6" CMU 2. 8" CMU 3. 12" CMU 4, Well-drained granular backfill. 5. 4" concrete slab - reinforce : with 6 x 6 10/10 ga 14M. 6. Undisturbed soil. 7. - Floor framing. 8. Provide for surface drainage adjacent to retaining Halla 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt.over drain. Note: Lap bar splices minimum 40 bar diameters. 10 g - 4 r-3.SIN �Ior�zov��al its, Z- ".o -G - 3 a d �� UC r-61(o, �i o Gl ` :-*{ Dl vJ C fy'o� (,�e t 4 WO IIV1e,- Ci( Keynotes 1. 6" CHU 2. 8" CMU , 3. 12" CMU 4, Well -drained granular backfill. ' S. 4" concrete slab - reinforce with 6 x 6 10/10 ga M. 6. Undisturbed soil. 7. Floor framing. 8. Provide for surface.drainage adjacent to'retaining wall. 9. 4' diameter perforated drain pipe - drain to daylight.' Provide 159 felt over drain. Dote: Lap bar splices minimum 40 bar diameters. 4. r -04Y rl-ovr17_Ovct-al -1�-S� cu <o Vc (-6,r-c, ��- 4 WO IIV1e,- . II �'—. s 1 O� c. f �a p- c t,cc i i n %jS Je _ a >( I •sralaweip aeq Ob wnwlutw saatids jeq del o N. •u�eap aano apInoad }la! llSl V '14611Aep o} ULe.ip - add al uteup pa}ejo}gad �a}aweq .b '6 •11ea 6uju}e}aa o} }uaaef.pe a6equp aaejins aoI apInoJd •g .6uLweJJ aoolJ •I -fps papn}stpup •y 'WMM e6 01/01 9 x 9 41114 ; �ajoptaj - gels ajamoo RV 'y 'II!}laeq jelnuej6 peuiUp-IIaM . 'b OWE RC 'Z , No .9 *1 sa}ou6aN Point System Summary: Climate Zone 11 1. Ceiling Insulation 3c6 or R -value 381 U -value (0,0281 2. Wall Insulation or R -value 191 1.1 -Value (0.0651 3. Raised Floor Insulation or R -value ( 91 U -value (0.0371 4. Slab Edge Insulation or R -value 101 F2 tactor 10.751 5. Infiltration Any Ducts in Unconditioned Space? (Y/ N) [Y] 6. Fenestration Heat Loss M, © .(,Ps, 1 Z. Type U -value (0.651 Total % Fenes. (161 7. Fenestration Heat Gain ✓/0�(. % Fenestration SCShads open Eff. % Fenes. Shade Elf. Ratti North r x t(es East 2. x South /y 8 X West x = S• c'7 Skylight 49 x = Q Overhangs? (Y / N ) 8. Interior Thermal Mass or % Exp. Slab 1201 Int Ma CFA 9. Exterior Wall Mass Point Scores 1. Ceiling Insulation Ext Wats -57 Nurnow of stones . 10. Heating System /t t x = R -o -74 -48 -27 AFUE or HSPF Duct Effie. 11 story:• Effective AFUE Zonal Conwai -1 (789 or 6.81 0.83; 2+ story: 0.861 or HSPF Adjustment (01 11. Cooling System /0 x = Suva- Single. .66 SEER 110.01 Duct Effic. (1 story: Effective SEER Zonal.Concd .41 .36 0.81; 2+ story: 0.871 percent Adjustment (01 12. Water Heating ' to to to to System 1 to to . to to HeaterType Energy Factor Ext. Ins. A -value Auxiliary Input Distribution (SG501 10.531 1121 (None( (STD1 System 2 .80 :75 70 = 65 -60 Heater Type (None( Energy Factor Ext. the. R -value Auxiliary Input Dismounon 507. -100 -76 -69 Point Total: 1. Ceiling Insulation -72 -57 Nurnow of stones . R -value One Two Tutee `- R -o -74 -48 -27 R-19 -5 -4 -2 R-30 -1 -1 0 R-38 0 0 0 '_. Wall Insulation 1 1 Suva- Single. .66 Family Family wLb- R-0 -72 -57 -43 R-11 -7 -6 -4 R•13 -5 -4 -3 R-15 -4 -3 -2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation Insuiatloa in Floor Nwoer of stones R•0 -14 -9 -5 R-11 -3 .2 -1 A-19 0 0 0 R-30 2 t 4. Slab Edge Insulation Number at Stones R -value One Two Three R-0 0 0 0 R-5 6 4 2 R-7 7 4 2 6. Fenestration Heat Loss S. Infiltration (Duct Air Leakage) Duos In Uncondawed Space 0 No Ducts in Unconartioned Space 3 7. Fenestration Heat Gain (based on Shaoe Effectrveness Ratio) Elf -5 Nortil .3 East South -20 WM u•rdue skylight 7.. .87 .67 .52 St .87 .67 .52 ..51 .87 .67 32 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 percent or to to to to to to to to . to to to to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 :75 70 = 65 -60 55 ..50 45 40 less - 507. -100 -76 -69 -62 -55 -48 -41 -38 -34 -31 -27 •24 -20 -17 •13 •-t0 4011. -77 . -58 -52 -17. -11 -36 -30 -27 -25 -22 -19 -16 -13 •11 -8 -5 35% -66 49 .44 -39 -34 -29 -25 -22 •20 -11 -15 -12 -10 -7 •5 -3 309 -54 -40' -36 -31 -27 -23 -19 -17 -15 -13 -11 -8 -6 -4 -2 0 281/. •50 -36 -32 -28 -25 -21 -17 -15 .•13 -11 -9 -7 -5 .3 •1 1 26% -45 -33 •29 -25 -22 -18 -14 -13 -11 -9 -7 .5 -4 •2 0 2 24% -41 -29 - 226 -Z2 -19 -16 -12 -11 -9 •7 -6 -4 -2 -1 1 3 227. -36 -25 -22 •19 -16 -13 •10 -8 •7 -5 -1 -2 -1 1 2 4 20% -31 -22 -19 As -13 -11 -8 •6 -5 -t -2 -1 1 2 3 5 . 18% -27 -16 -16 -13 -11 -8- -6 -t •3 -2 A 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 •2 -1 0 1 " 2 3 4 6 •7 14% -18 -11 -9 -7 •5 -3 -1 . 0 1 1 3 -.4 5 6 7 8 12% .13 -7 -6 •s •2 -1 1 2 3 4 4 5 6 7 8 9 toy -8 4 •2 •1 1 2 3 4 5 5 6 7 8 8 9 10 81/. -i 0 1 2 3 4 6 6 7 71 8 8 9 9 t0 11 7. Fenestration Heat Gain (based on Shaoe Effectrveness Ratio) Elf -5 Nortil .3 East South -20 WM -12 skylight 7.. .87 .67 .52 St .87 .67 .52 ..51 .87 .67 32 .51 .87 .67 .52 .51 .67 .66 Fen- or to to or or to . to or or to to a or to to or or or taxa• more .86 .66 Iris more .86 .66 less more .86 .66 less more .86 .66 less more less 18:'. -5 -4.' .3 -2 -21 -20 -15 -12 -26 -23 •16 -12 -36 -32 •23 -16 •75 •50 16% -4 -4 .2 -1 -18 -16 .-13 -10 -21 -19 -13 -9 -31 •27 -19 -14 .65 -44 141. -4 .31 .2 -1 -14 -13 -11 •8 -16 -14 •10 -7 -26 -23 -16 -11 -55 -38 121/6 -3 -2 -1 -1 -11 -10 -8 -6 -12 -10 -7 -4 -21 •18 -13 -8 .46 -31 11% -2 •2: -1 0 -10 •9 -7 b -10 -8 •5 -3 -19 -16 -11 -7 -41 -28 10% -2 -2 -1 0 -8 •8 -6 .5 -8 -7 -4 -2 -16 -14 -9 -6 -37 -25 9% 4 -1 -1 0 -7 -7 -5 -4 -6 -5 -3 •1 •14 . -12 -8 -5 -32 -22 8% -1 -1 -1 0 -6 -8 -4 d .4 .4 -2 0 -11 -10 -6 -4 -28 -19 77. -1 -1 0 0 -5 6 -4 -3 -3 -3 •1 0 -10 -8 •5 -3 -24 -17 6% •1 -1 0 0 .4 11 -3 -2 -2 -2 -1 0 -8 -7 -4 -2 •20 -14 5% -1 0 0 0 -3 7 -2 -2 -2 -1 6 0 -6 10 •3 -1 -16 -12 4% 0 0 0 0 -2 8 -1 -1 i -1 0 1 -4 -4 -2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 -2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 -3 1 1 1 1 1 1 0 0 0 0 1 1 2 2 •3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 31 7.6 3 3 0 0 8. Interior Thermal Mass Eaenor Single. method A (Slabon-grade Construction Only) Percei ! One Famlq Two Mass_ Three Exoosed Ston 0.00 Stones 0 Stories 0 3 ��'� •3 2 •2 7 -1 10 0.60 -2 8 -1 0.80 -1 20 7 3 0 14 0 9 0 30 13 j 1 1.40 _. 1 14 1 . 40 21 ; 3 13 2 23 1 50 200 r 4 19 3 1 2 60 0 5 7.4 3 5 2 70 2 6 1 4 7.8 2 80 7 8 4 5 1 3 90 8.0 9 9 6 5 3 100 100% 10 8.5 6 11 4 7 4 Method B AC Effective AFUE or HSPF Ird •5 :gab Flw Raised Floor Mau Ellecove Stories 10 8 Stones /CFA One Two Three One .-25 Three 0.0 •11 -8 -6 •1 -1 0 0.1 •10-7 to -6 0 0 0 0.3 -9 -6 -5 1 1 1 Os -8 -5 -4 2 2 2. 1.0 -6 -3 -1 4 4 5 1.5 -4 •1 1 6 6 6 Zo -2 } 2 4 8 8 8 Z5 1 3 5 9 9 9 3.0 3 6 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 s 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Eaenor Single. Single- Mufti Wall , Family Famlq Family Mass_ Detached Attamed -24 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 - it 13 10 1.40 _. 18 14 11 1.60 21 17 13 1.80 . 23 18 14 200 24 19 14 10. Heating -System Houses with Ducts (R-42) 1000 SEER Ot in to Sum of 7-9 Houses With Duets (R4.2) S014 Pckg -25 or -24 to -14 to -410 .6 to Sum of 1-6 AC AC Gas Spld Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - H3oF HSPF less -15 -5 +5 +15 more 787. 6.8 6.6 - 0 0 0 0 0 0 807. 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2. 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 AC AC Effective AFUE or HSPF -15 •5 +5 (AFUE or HSPF z duct efficiency) more Ellecove 7 10 8 Sum of 1.6 3 5.0 Gas Sold Pkg .-25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or -6 NSPF XF less -15 -5 - +5 +15 Moro One Story House 0 0 0 0 8.1 7.9 33% 2.9. ZS -62- -53 -44 -34 -25 -16 407. 3.5 3.4 -40 -34 _28. •22 •16 -10 507. 4.4 4.2 -19 •16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 7.0 6.8 •11 A 33% 29 2.8 -a -58 48 -37 =26 -15 407. 3.5 3.4 -6 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 •13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0" 0 0 0 0 0 70% 6.1 5.9 . 1 1 1 1 0 0 80% 7.0.. 6.8 9 8 6 5 3 2 907. 73 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Teak Insulation Numoer at Water Hatters Water Heater Tvoe One TWO SG50 -2 •S SG:5 -3 4i SE -S -4 HP -2 -4 House Sba Adjustment Hotta Size (ft-,) Subtotal Houses with Ducts (R-42) 1000 SEER Ot in to Sum of 7-9 1000 1499 S014 Pckg -25 or -24 to -14 to -410 .6 to 16 or AC AC less -15 -5 +5 +15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6, 8 6 5 3 1 0 13.0 IZIS 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 -4 0 Effective SEER 0.73 8 (SEER z duct effMciency) 9 0 Elf SEER 8 SG75 Sum of 7.9 0.48 -2 Split Pckg -25 or -24 to -14 to -4 to .6 to 16 or AC AC less -15 •5 +5 .15* more One Story House 7 10 8 -1 3 5.0 4.9 -29 -23 -17 •11 -4 0 6.0 5.8 -16 -13 -9 -6 -2 0 7.0 6.8 -7 -6 -4 -3 -1 0 . 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0• 11.0 10.7 12 10 7 4 2 0 IZO 11.6 15 12 9 6 2 0 . 13.0 126 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House 6 9 7 1 5.0 4.9 -35 •27 -20 •13 •5 0 6.0 5.8 -21 -17 .2 -8 -3 0 7.0 6.8 •11 A -7 1 -2 0 8.0 7.8 -4 •3 -2 -1 •1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 1Z6 . 16 12 9 6 2 0 14.0 13.6 18., 14 10 6 - 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Teak Insulation Numoer at Water Hatters Water Heater Tvoe One TWO SG50 -2 •S SG:5 -3 4i SE -S -4 HP -2 -4 House Sba Adjustment Hotta Size (ft-,) Subtotal lets 1000 Water Hetbrrg Ot in to Point scare 1000 1499 ,10 47 -5 •25 •14 -4 •20 •I1 -3 -15 A ] .10 . -6 -2 -5 3 -1 0 0 0 S 3 1 10 B 2 0 10 0 20 11 3 25 14 4 House Sin Adjustment Zonal Control Adjustment House Size (r�-) Subtotal 15M 21)00 Water Heating to or Pont Scare 1999 more -30 a 3 -25 0 2 -20 0 2 -15 c 1 •10 0 1 .5 0 0 0 c 0 S 0 0 10 0 t 15 0 •t 20 o z 25 0 2 Zonal Control Adjustment AB 6 5 4 2 1 0 12- Water Heating One Water Heater - No A=18m C4sdl8t • 0tttitbltrton Systanl2 Re= Shtemt Water, lunates EMU STD MR Pipe No Maw 0amd Hester Tvoet Zones Factor POU Insul cin SG50 Ali am 0 3 1 -0 -S 0 0.63 S 8 6 -4 0 S 0.73 8 11 9 0 4 8 SG75 Aft 0.48 -2 1 -1 . -12 -7 -2 am 3 6 S -S -1 4 0.18 7 10 8 -1 3 7 SE AS 0.87 -20 -12 -17 -41 32 -19 0.83 -17 -9 -13 38 -28 -18 IG' N 090 2 S . 3 ;._:•. ; .;, IE At OAS -21 -12 HP 6.11,13,15 180 4 .7 5 Two, Watar Heawn -,No AuzMar7 Cradbz SG50 At am -7 l 46 -17 •12 -7 0.63 1 5 3 -8 l 1 0.73 6 10 8 -2 2 7 SG75 All 0.48 -12 -a •11 -22 -17 -12 am -1 3 0 -11 -6 -1 0.68 6 9 7 1 1 6 SE All 0.87 -22 -14 -to 46 -35 -22 0.93 -16 -7 -12 -29 -28'- -15 :G All 0.80 .4 -1 .] 1E At 0.93 -21 -12 HP 6-11.13,15 1.80 -1 3 1 -to a 0 Mandatory Measures Checklist: Residential MF -1R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this cheddist only. DESCRIPTION Building Envelope Measures • §150(a): Minimum R-19 ceiling insulation. it 50(b): Loose fill insulation manutacauer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 20 pemvinch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and InfillratiorVExftltration Controls a. Doors and wnncows between conditioned and unconditioned spaces designed to limit au leakage. b. Manufactured fenestration products have label with certified U -value. and infiltration certification. c. Exterior doors and windows weatherstripped: all joints and penetradons caulked and sealed. §150(g): Vapor barriers mandatory in Crunate Zones 14 and 16 only. §150(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs t. Masonry and factory -built freplaoes have: a. Closeable metal or glass door b. Outside air intake with damper and control a Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment. water heaters. showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §1500: Pipe and Tank Insulation 1. Indict hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenonexternor insulation (8-16 or greater). 2 First 5 feet of pipes closest to nater heater tank non -recirculating systems, insulated (R4 or greater). 3. All buried or exposea piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Pioina insutateo between heating source and indirect hot water tank • §150(ml: Dugs and Fans 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: duan insulated to a minimum installea value of R-4.2 or ducts enclosed entirely within conditioned space. 2 Exhaust fan systems nave backdraft or automatic dampers 3. Gravity venuiacna systems seroma conditioneo space have either automatic or readily accessible. manually operatea aamoers.. §114: Pool and Spa Heating Systems and Equipment t. System is cera flea with 78% thermal efficiency, ort -off switch, weatherproof operating instructions. no eieartc resistance neaund and no pilot IighL 2 System is instailea with: a. At least 36' ciee between filter ano heater for future solar heating. b. Cover for outcoor pools or outdoor spa 3. Pool system nas Dirernonal inlets ana a circulation Dumb time switch. 1115: Gas-tireo centra furnace. pool heater, spa neater or houseinold kaolin appliance have no continuously During p:ioi light. ( Exception: Non-aearical cooking appliance with pilot < 150 8twhr.) Ughtfng Measures §1501: 40 lumenswarl cr greater for general lighting in kitchens and roans with water closets: and recessed cedino oxtures w iinswauon coven approved. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT This certificate of compliance lists the bulling features and performance speti cations needed to comply with Title 24, Pans 1 and 6. of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the irtdyiduai with overall design responsibility. When this certificate of compliance is submitted for a single buildlrhg pan to be built in multiple orientations. any shading feature Chat is varied is k dtated in the special FeaturesrRemadis section. Designer or Owner (p« 6uslnesa a Prefeeaions Cody Documentation Author Naar: TidelF,rm: Addms: Telephone: Lie. r: (signaaire) (dam) Enforcement Agency Name: Title: Agency: Telepnxie: (s,gnarurerstampi (gate) Name: TitWFirm: Address: Telephone: (spnaaire) (date) i Certificate of Compliance: Residential Climate Zone Al project Title Building Permit M Project Address Checked By/ Date Documentation Author Telephone WoroQnent Agency Use Only " Fenestration BUILDING DATA Area % Conditioned Floor Area Number of Stories North Slab/Raised Floor Number of .Units East [ ] Single Family Detached (SFD) [ ] Addition Alone South West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi-FantRy Q -M [ ]. Existing -Plus -Addition Total B UILDING SHELL INSULATION Component Insulation LocatioNCommews Type R -Value (attic, to gtttrage, typi=r2. em) Roof............ Roof .......... — wau.............. wall. ....... Floor ............. Floor ............. . Slab Edge...... FENESTRATION Shading Devices -Eenestration Area Type Interior Exterior Overhang Fmming Type Orientation (St) (single. double) (roller blind. etc.) (shodeaaeen. etc-) (ye*%*) (metaltwood) North ( ) North ( ) East ( ) East ( ) South ( ) SOUEh ( ) West ( ) West ( ) Skylight....... THERMAL IMASS Type/Covering Area Thickness ` (stab/exposed tile. etc) (SO (inches) LOCation/DCSCriotion (kitchen. bath, etc.) iiVAC SYSTEMS I'Vtirimum Duct Type (furnace. air Efficiency Location Duct Heat Pump conditioner, hest pump) (AFUE,SEER.HSPF) (atdc�ctc.) R -Value Thermostat TyDC (sRlit or nil IIOT NATER SYSTEMS Tank System Ty pe (storage gas, etc.) Caoacity Number Energy Factor R Value Ext- Tank Tns _ , TH ct-r; hut-; ria, SPECIAL FEATURES/REMARKS