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HomeMy WebLinkAbout055-350-041055-35-0-041 91 -4371 KNIFONG, LARRY: CON�TR -BOLEN C ONST EL" FRAN WAY,. -PARAD I r SE` - It NEW -SF 055=35'0 05 '0_04 1 55-35'0-041' ­99--�2161 B,i, J� ,KNTFONG, �Lar ' ry 00 r ��2 'F ' 00, awnrl.dge GRi4r t, Paradise -(retaining wall) 055-035-041 01-159— KNIFONdil:ARRY IN LE 3200 :FAWN-RIDGE PARADISE 'CONT: OWNER CABANA FOR POOL 055-035-041 ^01-1598 'KNIFONG, LARRY IN 32 %jFAWNtRfDGE PARADISE E CONVOW'NEV NEW�GUNITE POOL s% 3 So 4, JIn NOTES RESIDENTIAL • 055=Q3-041 '� 01-1598 I KNIFONG, LARRY 3200 FAWN RIDGE PARADISE CONT: OWNER NEW GUNITE POOL f SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 11-1-0-d Signature c y, :4 IF f ✓ = OK• 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footing's; -Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 , Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s ,Date Card B-1 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Co nnections-Splice- Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses r r 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 1 12. Braced Wall Panels I - Date Card B-1 Date Card B.1 Date Card B-1 Date Card B-1 Date X FINAL (Plans) OK except #'s J1,4,01etbacks-Easements l (WSils; Compaction -Structure Stability - kwl�_ I Pool Structure; Steel -Connections -Thickness ead Men -Lining ;ifec.; Receptacles and Lighting, Distance-GFI S/ lec.; Pool Lighting; 15 Volts-GFI ec.; Enclosures; Conduit Entries -Terminals -Listed ec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10.. umb.; Cir. Test-Wat r Supply T t' Light Niche r Date Card B-1 Date Card B-1 ,Date Card B-1 Date Card B-1 1 0^ a � i i rte ,/ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s I Date FRAMING (Continued) Date 1. Zoning -Setbacks -Easements -Flood -Slope Card B-1 Date Card B-1 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 40. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Walls Studs -Nailing Spacing & Braces -Plates -Sound 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 43. 5. Stemwalls, Main; Steel -Blockouts-Wrapped Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Plb., Elec. & Mech. Equip. Listed for Location Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date 80. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protectiop 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors .. i 86. r Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date 89. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Date 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Date 31. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain '& Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 1 nfiltration- Walls- W indows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes D No/Walks .J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 _ � PWIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 055-035-041 ZONING FR10 - BUILDING PERMIT OWNER KNIFONG LARRY TELEPHONE 877-8785 SO. FT. OCC. BUILDING VALUATION CONT 31 320.00 OWNERS MAILING ADDRESS RIDGE PARADISE CA 95969 RS CONTRACTORS OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 297.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 193.35 BUILDING ADDRESS 3200 FAWN RIDGE PARADISE CA 95969 Energy Plan Checking Fee $ $ PERMIT FEE $ 510.85 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New's Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)f Describe Work: NEW GUNITE POOL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS1 G1 W1 I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 V OR LE Main Service . OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation,tell will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. SLOS. s° 3.5¢FT. pNO ID MULTI.OUTLET @7.50 PSINOWERGLE OUREr APPARATUCIR. s Ex. Occup. OUTLET ORFIXTURES 20@'.00 BAL @ .50 Ex. Occup.OFlxurrs Rlxs oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELEC 30.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (rhe above sections need not be completed if the permit is for work of a valuation �of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of nia, and agree that f I should become subject to the workers' compensa n pro isions of section 3700 of the Labor Code, I shall fIth c mply wtho provisions. _ Date 27 / Signature of -Applicant/-W Owner❑ Contractor ❑ Ag t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 595.85 HA2 D FpK IMP A FLOOD "� CDF �—� PARCEL A PO A H ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By (/4 ,(� [Dat PERMIT EXPIRES ON V l r provisions to do work paid. q U ��/ �1 fe Receipt No. '�- 5q 5, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT IM111111 7, ... ... ..... ..� .,-....:.. -� ,-•. ., .,,. .. .. ,.,�-•�:... 1�,� ;py:,j:� r .. ��., ,.a..�..-i ,..A,,r .. �. • ,. ar.,,,.. <, .f;,y SNf .�,�„ ., ..� �I�yt .rr ,i t` .LC. J li• . ��f'i'f `G 9 4 V �� .��. �L i iJ i ,` � y y` V `• r f \ '� i r � - _ �. + S ,�fw .� _ _ � .. r �` t . ' � . f � 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ����� /� N/ ��/`tcj ASSESSOR PARCEL NUMBER: D✓?�"- Q Proposed Building Use: p'2 1 50,J Building Inspector: .4,— Date: -9 At time of permit application, I was advised the following data must be submitted prior to pernfit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ - 113. Complete plans, 3/4 sets, signed by the preparer of plans. ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. -------------------------------------------------------------------------------- ❑ (anufactured H d installation instructions including Tie Down Specifications.-------- - es of $ -------------------------------------------------------------------------- pact fees as shown on the attached schedule. ------------------------------------------------------- 2. California Department of Forestry plan approval/fees. ----------------------------------------------- ❑ 3. Flood elevation certificate. -------------------------------------------------------------------------------- Sanitation and plot plan approval _ G`// ""I3ealth Department. --------------------------------- City of Chico plumbing permit.------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------- ❑ 17. Planning approval for (A) Use: (Z�' )G (B) Parking: ---------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainagal Parcel. -------------- 4 ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------------------ El 20. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ❑22. Workers' Compensation carrier and policy number. E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. --------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- E128. ------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. 0433 A; ❑Grant Deed, ❑ M_H. Title, ❑ Check to H.C.D $ 030. Other: a (Date) n you issue the permit, process as follows ❑ Mail to owner, ❑Mail to con?;top. actor. 7TClephone / I and hold for pickup at �/�� ` eliver w' inspector. A ;c� Date: 7 -d/ PP Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department; ❑ Air Pollution Brate: By: Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Buil ' iv' ion counter, by Date - Plans reviewed by: Date: Plans approved by: Date: , ? o Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 0.....1 il„-.,..-a.y,-_a _r r —. .. . . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: r ASSESSOR PARCEL NUMBER: Proposed Buil ing U . Building Inspector: Date: / At time of permit application, 1`wV9ffWe1l the following data must be submitted prior to permit process' g and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------ , ---------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ 0. Fees of $--- --------------------------------------------------------------------------------- El 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ,4 ahforniaDepartment of Forestry plan approvaUfees. ------------------------ 'l --------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- �V14. Sanitation and plot plan approval C / l �Iealth Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for I required. Request to Building Inspector on 1]21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----------------- =------------- ❑24. Letter of signature authorization.-------------------------------------------------------------------------. ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------. ❑ 28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $-------- E130. ----- ❑ 3 0. Other: Whenyouyou issue the permit, process as follows 11 Mail to owner, ❑Mail to contractor. 1Telephone "� % % �S and hold for pickup at 4 / Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Departmeft." Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: fart: ❑ Air Pollution Date: "N-01 9%r. with Date: By: 14 By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Did 'sion counter, by Dat Plans reviewed by: Date: Plans approved by: VL5 Date: 0 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAInw rtenu - nP,,,.+., f n ... ,.J:-- r% ---=-=-- (Date) July 5; 2001---''f Larry & Laura Knifong 3200 Fawnridge Court Paradise, CA 95969 butte Couat AND OF NATURAL WE:AL1ia AND B(AUtY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH n1&S County Cenler Drive X411 Main Slrcrt U 7 County Canter Dtivo CwOle, CA 95965 PO. Boz 5364 Oroville, CA 93965 TEL: (530) 5384282 Chico, CA 95927 1 EL' (330) 536.7281 . FM- (530) 538.2165 TEL. (530) 891-2727 FAX: (s3o) 538-7705 7`14A FAX: (530) 895 6S12 . RE: Building Clearance Application: 3200 Fawnridge Ct., Paradise, APN 055-350-041 Dear Mr. & Mrs. Knifong: The application which you recently submitted to this Department for a building clearance on the subject property has been reviewed. Per our phone conversation, we will require the following information in order to continue our evaluation: I . Minor use permit. According; to the County Zoning Ordinance, a minor use pcLm)t is required for the structure (pool house). Please contact the Planning Department (538- 7601) for details. 2. Septic application. The pool house can be used as a,room, thus, please apply for a septic permit to upgrade the system. Based on your septic permit (see enclosed), we anticipate that' 100 feet of additional leachline will be required. For your convenience, we have included a septic application. If you have any questions, please contact.rne at the Chico office listed above between 8:00am and 9:00ain, weekdays. Sincerely, TIC Scott Bechard; R.I :H.S. Division of Fnvironmental Health . Stl/dd/clear/canL43200L•iwnridge enclosures 10 •'d I£ii 'ON XH Wd WZO G3M I-02-81-Iff i i .• t+ i .. "r.� s <r _ �ti�a M Y,.M. r i � 1 ' N - � r . '1 r f ` r l . is 1 .S' , . 1.��. i,',.I ... ,f; �+�: � 1 , I� .� .� :, r5 .1 +,.. -. 7, 4 , Fi1' ..�'.:� � Vii' ,':� t !. r:; .. � ti . �. ' .i . is 1 .S' , . July 20, 2001 Department of Development. Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX TO: ENVIRONMENTAL HEALTH DEPARTMENT FROM: MARTHA CHRISTY, DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION RE: Knifong Pool Cabana AP: 055-350-041 The Building Department is classifying this structure as open area cabana per the plans submitted. Plans will be noted that the two sides of the structure must remain open as shown on the plans. Enclosure of building will require additional plan check and permits and will require approval by both the Planning Division and the Department of Environmental Health as a second living unit. Martha Christy Plans Examiner LN IN DEC -03-2001 MON 10:36 AM 1+ T I1,' lw (,b- vt, A . � 40 E�c�ar •� � 8l� FAX N0, 1131 P. 01 • 1��bssa �A� L,�t' � Ct�DA..Iq q.�o ' `< Lam- 1� I 4 7 r� i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/95) - APPLICATION AND PERMIT -�- ASSESSORP CELNUMBER 055- 35-041 ZONING FR10 - BUILDING PERMIT OWNER KNIFONG LARRY TELEPHONE 877-8785 SO. FT. OCC. BUILDING VALUATION 612 C 18,972.00 OWNERS MAULING ADDRESS 3200 FAWN RIDGE PARADISE CA 95969 CONTRACTORS OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $18.972.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 98..00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 198 7n SUILDINGADDRESS 3200 FAWN RIDGE PARADISE CA 95969 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. 3 1 SUBDNISION1D1+m98-95 PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 Each Trap 1,1 7.00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 is QQ TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other,N Describe Work: CABANA FOR POOL Gas piping system 1 - 5 outlets 15.00 1 nn Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ 108.00 ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class LIC. NO. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. tl� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation I alifornie, and agree that f I should become subject to the workers' comp nsation provisions of section 3700 of the Labor Code, I shall wit om I wit ose provisions. Date 6—Z'7-Ol _ Signature of Applicani --tZ`6wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" de pan demolitio or construction of structures over 3 stories in heigh Main Service YOGA TO 46.00 CCU000A NEW CONST. DWELLING ODS. SO 21.42 OR ADDNS. ( a ACC. sins. 3.5,s" ry NEW ga,p ' MULTI -OUTLET @7.50 PSINGOUTLET OWELER APPARATUCIR.s 20 @ I'00 Ex. Occup. OUTLET OR FIXTURES TIAL @ .50 FIXI Ex. Occup..DT�RESIO°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 41.42 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6.50 Ventilation PERMIT FEt S 26.50 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ (Z?, CONST. TYPE VN TPIAL FEE $ 522.62 HAZ. IMP FLOOD CDF X PARCEL X PD X HD 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 ate 411q/0 PERMIT EXPIRES ON _401// Q2. A Receipt No. G 7i WHITE-D.D.S.-B.D. CANARY -A ESSOR PINK;ZrrTCrR GOLDEN ROD -APPLICANT I/ pq - 111; 1;111• - I „J-' 44 - - ", - "-(:WY54 .._ I 11 I At COUP 'OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �T PERMIT APPLICATION DATA SHEET ASSESSOR PARCEL NUMBER: I Building Use: Building Inspector: Date: of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All iiems have been submitted. ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ----------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5.. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Man actured Home data and inst tion tions including ie Down Specifications ------------------- I of�hoon�e - ---------------------------------------- ❑ 1 . Impact fees as attach sch ule.---------_--- ---------------------------------------------------- 2. California Department of Forestry plan approval/fees.{----------------------------------------------------- 13. Flood elevation certificate. -------------------------------'----`----------------------------------------------------- c l•.e,�x. re� ,_�,,� i re -4 tation and plot plan approval C Q Health Department. �'L ----------------- wi%mev Yet av�Id---------- 01-5. -------- u 1 S . Ci f Chico plumbing permit. ------------------------------ ----------___ ---------------------------------------- ❑ 16 lot plan,and business license approval from the City of Biggs. ---------------------------------------------- 7. Planning approval for,(A) Use: ©1C (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainagll;,�Z. gal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ---------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------- 024. Letter of signature authorization. ------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------- 026. Letter of intent on building use.---------------------------------------------------------------------• ❑27. Manufactured Home utility clearance.------------------------------------------------------------_l- 1128. Existing violations and/or expired permits.--------------------------------------------------------- ❑ 9. 0433 A, ❑ giant Peed ❑ M.H. Title, Check to H.C.D $ I , -- uq�TOther: 0y �l c%1 '' Ven you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. []Telephone and hold for pickup at Y (Date) 7.116 , h1G office. ❑ Deliver with inspector. rev! • rlly/ 1 WV4 • •x Applicant: Date: ►� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, Other: Date: By: i 1. Index permit application for the above items numbered: 116. 0 Plan Check List 2. Additional items required: Contractor, designer5wner.Xv was advised of the above required by ❑ phone, ❑ mail, ❑ Building Division counter, by�ate: 7 Contractor, design as advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: 01 Contractor, designer,6 w advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division unter, by D e: Contractor, designer, own as advised of the above req ' by ❑phone, ❑mail, ❑Building D' anter, by Plans reviewed by: Date: Plans approved by: M, Date - Sets of plans on hold in ❑ Plan Cabinet, ❑ A. . fo der. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Ron Attached Floor Ran Attach Sent to B.D. TO: Building Department 6)v 61� l FROM: Environmental Health SUBJECT: Sanitation Clearance L . Kh,t'jFo!j4 &,wnn4 e.OSS- 35 v- 011 Owner 4Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well LY Clearance for--dvvM 0th C�nq►� Q-A-a_a_ CO -IV -4-e,- If/ y . T x tdA4 ,c ;t1 cin >i'o ,�a, a n u�L i� f G��1•t a MA 42 Hold final for: Final clearance O.K. for: NOTE: 7- Environmental Health Specialist Date 8/96 t -' J: • t � 'a t � 1: . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 6. I: PROPOS BUILDING USE ���� 1. BUILDING PERMIT FEES q --Balance Due ........................................................ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK (nof Char, ea $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # oss - 350- 041 DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees ' may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant I 3rd Copy - Owner - (Rev. 6/00) V 11 4 � r. -I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER -� OI' SCHEDULE OF FEES DUE '� PROPOSED BUILDING USE � 0 Cil Z1.' BUILDING PERMIT FEES q --Balance Due ........................................................ $ -35 I Z. --Additional Fees Due ............................................ $ A.P. # 055- -.,50- Gq I DATE RECEIPT # DATE REC. --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES 4 P (paid• at.District�.Office)A 3. SHERIFF FEES (paid at Building Division) Residential .................................... x- $360 $360 00 = $ Units- . r Commercials ft. ' J ( q. ) ...................... x $0.03 = $ Sq. ft. f 4. URBAN AREA FEES C> i<-- -7 _ p Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES Y7. $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK (r Zy� cha rcled C4 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) t6 9. CSA 8TTRAF4IC FEE r $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees?' may be changed during the plan checking process. APPLICANT DATE Pursuant to Government"�C de Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been t imposed on your project -You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code,- ection 6602Ma Original - Building Div. `/�2hld Copy - Applicant 3rd°q py-,Qwner `'- 6/ )'- E .�S�f ... y�, .... °tsv�^+,,,y."Y'y^,w�+;:.:�+f' 'R.J..-: r�.n--^.�iw,;�w,.✓ �,�,j .it%°e-�: ".; .:;., r'°ti R�.,,`f3' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 ' Q('HIMTT1 Ti' !1F pipipQ MTF .. 3 OWNER. ; PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due " ........................................................ $ --Additional Fees` Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2.,SCHOOL DISTRICT FEES '(paid arDistrict.Office) '� �• v S 3. SHERIFF FEES (paid at Building Division) Residential ................................... =`'x $360.00 = $ - Units t �A Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x w = $ # Units Amt. ', Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) X/7. SRA FIRE INSPECTION AND PLAN CHECK a t I _4 $89.00 (paid at Building Division) <> • i° <�' �' 8. WATER TENDER FEES (Battalion # ) S200.00,(paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC. s At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees", may be changed during the plan checking process. APPLICANT DATE Pursuant to Government ode Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project:°`You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may,protest.. The requirements for a protest are specified in Government Code ection 66020(a)°. Original -Building Div.2nd Copy -Applicant 3rd'Copy - Owner — Rev. 6/ r l) ♦l � 1�.�,&D,WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION ..- 7 (`OUNTY CENTER DRIVE OROVILLE, CA 95%5 20� 1—It�im3Z3S3 Recorded OfficialRecords \ CoBUTTEOf 1 bL� \1 ` CANDARecorderUBBS O ROSEMARY DICKSON Assistant 02:43PM 23 -Jul -2001 REC FEE 13.00 CONFORM .00 Maureen Page 1 of AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT . FOR RESIDENTIAL DEVELOPMENT i0 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Sc-� A7T ►,, c /- E G .4,— 'bEs c z i P i , o „l . Date Z 3 D Z :71-kTRIP ZPW_r), State of California County of (�,ti..tt..�5 nuuwu w me fur pruvea w we on me basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h d, cial seal Signature Seal: A.M. MORROW t �, COMM. Aq 1270896 NOTARY PUBLIC-CAUFORMIA ° COUNTY OF BUTTE A.P. # My Comm. Expires July 16, 2004 mresM to t tae4 -- I MWEI bvb,w)4R ?01034q labs I3 3TTUB A MANIA) `f eb'f 079A Mqoia YAAI Mo� *002112A Als-iA-Fs maz#:Sa .r ALTA OWNERS POLICY ORDER NO. BU -185106-3 AM (REGIONAL EXCEPTIONS) DESCRIPTION - CONTINUED PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B AND C (THE COMMON AREA) OF - SAID PARADISE PINES UNIT NO. 15, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS, AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII,. X, XI, XII, XIII AND XIV. ALTA OWNERS POLICY ORDER NO. BU -185106-3 AM (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• ALL THAT REAL PROPERTY SITUATE IN SECTION 26, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY MOST CORNER OF LOT 129, AS SHOWN ON THAT CERTAIN MAP ENTITLED,. PARADISE PINES UNIT NO. 15", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 42, 43 AND 44; THENCE SOUTH '66 DEG. 37' 10" EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT 129, 163.02 FEET TO A POINT ON THE SOUTHWESTERLY LINE OF SAID LOT 129; THENCE NORTH 21 DEG. 25' 12" EAST ALONG SAID SOUTHEASTERLY LINE, 84.98 FEET TO THE EASTERLY MOST CORNER OF SAID LOT 129; THENCE NORTH 78 DEG. 30' 03" WEST, ALONG THE NORTHERLY LINE OF SAID LOT 129, 142.06 FEET TO A POINT ON THE CUL DE SAC RIGHT OF WAY OF DOBBS COURT AS.SHOWN ON SAID MAP; SAID POINT BEING ON A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 50 FEET AND A CENTRAL ANGLE OF 11 DEG... 28' 42", (THE BEARING TO THE RADIUS POINT BEING THENCE ALONG THE ARC OF SAID CURVE IN A SOUTHWESTERLY DIRECTION), 10.02 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 20 FEET AND A CENTRAL ANGLE OF 49 DEG. 59' 41", (THE BEARING TO THE RADIUS POINT BEING THENCE ALONG THE ARC OF SAID CURVE IN A SOUTHWESTERLY DIRECTION), 17.45 FEET; THENCE SOUTH 30 DEG. 24' 43" WEST, ALONG THE WESTERLY LINE OF SAID LOT 129, 3.5.32 FEET TO THE POINT OF BEGINNING. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON SAID PARADISE PINES UNIT NO. 15 MAP 38 M 42, 43 AND 44. PARCEL HEREIN IS PURSUANT TO A BOUNDARY LINE MODIFICATION APPROVED BY THE COUNTY OF BUTTE, BY CERTIFICATE OF MERGER RECORDED NOVEMBER 21, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-44839, AND THIS IS THE RESULTANT DESCRIPTION WHICH RECORDED NOVEMBER 21, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL -NO. 2000-44839. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. AP#: 064-260-053-000 CONTINUED July 20, 2001 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX TO: ENVIRONMENTAL HEALTH DEPARTMENT FROM: MARTHA CHRISTY, DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION RE: Knifong Pool Cabana AP: 055-350-041 The Building Department is classifying this structure as open area cabana per the plans submitted. Plans will be noted that the two sides of the structure must remain open as shown on the plans. Enclosure of building will require additional plan check and permits and will require approval by both the Planning Division and the Department of Environmental Health as a second living unit. Martha Christy Plans Examiner +0A tk- 54�1 15 Akc-- flky��wo�<' vt(�4 �"Ic FLY EMOGNEERMa SUNUOURAL MLCULAcTOCHS CIVIL - STRUCTURAL BY: DATE: SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BYY: DATE: JOB No. 10�� SUBJECT: PROJECT: �,tJ/�D�%Gj%D•� ��L/O �/��.t/��GGj'Lc C.�T� �/��D�S� T F Sd 8 ✓QCT O/� Tit''F.S'E Glc s /S ��_ ��JcTtJ,e�L ✓�/�'� ICPxrS V pFESS/ r L . �if�/�.t-cam � �-ssvc s . �Q�_... °�q, R C E 32434 Rte. Expires 12-31-2004 Aewc� 1/67";_11/1' Z Z x A 292 Gt� eiz>,fc- - F, =-o x 7x d` — S i�v�GE Low z: ��L� L S�i:7��1 f ail` •�% ��� Z°$a=S:; :.� �.� L� S{ t CIVIL • STRUCTURAL BY: ��7- DATE: � SHEET No. 0 OF (530) 872-0254 FAX (530) 872-9331 /10 79 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. C��ri. Gomes (Comer.) 7x Yips — ��"I¢ _ . / 7x 7 x 2 Z d' 3 3 = 7 /cP =.f�'7xl2�x/,Z=�(f:,'��3— Px/Dry e3y S = , 3/x l2I 9x l 2r,/• 2 - Z 26 Zc l3 f- �� Ax 1.2�`•� p /"o' 6� /O errs 7d) x /90/ _ r2a° r, 41'oxl�6 ire — ��r = ���/� , OTl3 leO)l v 'ods 214? 1/T �,tc �' �Oo 9.� 3. � � . D/l7x / �) x /�X Z � l•�2'� �o,���r, FLU EmagmEERIOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 ��, 77) BY: lr_�i DATE: SHEET No. —7 OF f` CHECKED BY: DATE: JOB No. /O 79 S Use 7_9 /2.,P ' PosTs 7 3 71C lac FLY CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: GT DATE: 0( SHEET No. OFF �/ CHECKED BY: DATE: JOB No. C � Ag©e--T cam. %� fivsd, — ;7:�7 l -, 7z9 ,c Ila - -?, 2-�Z �f�•.�O�Ts' 9.Fr•YF' T err 2-/���:,So�Ts c� Z��•�• � — ��1 a, 33x/33 C, ��'��i ( ZeOx ICS / X,• -, .i,v j (Z i /. i 1p/ / 6 J�ei oo 7'Y, op ,ems = Z�c. Z / ¢r�'� / �Zg E•/.¢ . s��r CIVIL • STRUCTURAL BY: DATE: SHEET No. Y OF (530) 872-0254 FAX (530) 872-9331 /0�% 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. L GOA vS 1iG t GLij� �L - Ldi�'-,�,5 CdvT�l.� v 77�C� 01, 7z> Sz5r /,C> ,z-- , ToP - &;, - �qv�v. Y9 f.O�6'// 33) 6/ 0.3 l3 Us' e Via° / of PROJECT : L. KNI ON8 ye �� JOB NO. : 1079 DATE : 5/2001 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 4 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 35 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET).- THICKNESS FEET):THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.058 3.75 #4 @ 41.2 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET S OF 0 .37 4 3.8 " 6 1.46 0.25 0.32 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 ^ DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 PROJECT : L. KNIGFON8 JOB NO. : 1079 DATE : 5/2001 CALCIS BY : FLT FOOTING DESIGN: ------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHESX: 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 28 OVERTURNING FORCE - Fo (KIP): 0.40 OVERTURNING MOMENT - Mo (FT -KIP): 0.65 TOTAL RESISTING WEIGHT - W (KIP): 1.68 RESISTING MOMENT - Mr (FT -KIP): 1.49 OVERTURNING RATIO - SF 2.30 NET MOMENT - Mn (FT -KIP): 0.84 ECCENTRICITY - e (FEET): 0.39 ECCENTRIC MOMENT - Me (FT -KIP): 0.42 FOOTING AREA - Af (FT^2): 2.33 SECTION MODULUS - S (FT^3): 0.91 FLT'ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET �/ OF �rl ' SOIL PRESSURES - DL ONLY - SPt (PSF): 925.62 < 1500 - SPh (PSF): 0.10 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1118,17 < 1500 - SPh' (PSF): 124.69 > 0 SLIDINGRESISTANCE - Fr (KIP): 0.60 > 0.40 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.78 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.30 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0. 02,4 _______________________________________________0.024 8.75 #4 @ 101.7 DESIGN TOE REINF.: #4 @ 24 PROJECT o L. KN I GFONG JOB NO. . 1079 DATE . 5/2001 CALCIS BY z FLT SUBJECT: CONCRETE CANTILEVET' RETAINING WALL ---------------------------------- WALL DESIGN ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 4 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF) o Sc SURCHARGE (FEET)-. 0 YIELD STRENGTH REINF. (KSI):. 4() ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2500 GRAVITY LOAD — DEAD LOAD (KIP) : 0 — LIVE LOAD (KIP): .37 OVERALL HEIGHT OF THE WALL — H (FEET)- 5 OVERALL HEIGHT OF THE SOIL — Hr (FEET)., 4.. 8 THICKNESS OF WALL -- TOP (INCHES): is — BOTTOM (INCHES) - C COEFFICIENT — a . 1.46 TOTAL EARTH PRESSURE. — Fw (K I F') g 0.4(.-.) MOMENT — Mw (FT—KIP): 0.65 AREA REINF. (IN'•'•'Z) vdl (IN) SIZE & SPA (IN) -------------------------------------------------- 0.117 ------------------------------------------------- 0.11/ 3.75 #4 @ 20.4 MIN. VERTICAL REINF. — .15 % (!N^2): o 0.108 MIN. HORIZONTAL REINF. -- .25 % (IN•'"2) a 0.180 DESIGN REINF. — VERTIC:AL: #4 @ 1' — HOR I ZONTAL o #4 @c 13 HEIGHT FROM TOP OF THE WALL — H2 (FEET). S HEIGHT FROM TOP OF THE SOIL — Hr 2 (FEET): 2.8 THICKNESS OF WALL — BOTTOM'S (INCHES): E.00 TOTAL EARTH PRESSURE — Fw2 (K I P0 0.14 MOMENT C Hw'.Z — Mw.= (FT—KIP): 0.13 AREA REINF. (IN•'2) 9d9 (IN) SIZE & SPA (III) ------------------------------------------------------ 0.023 3.75 04 @ 10 DESIGN REINF. — VERTICAL: #4 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF PROJECT : L. KNIGFON8 JOB NO. : 1079 DATE : 5/2001 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 34 OVERTURNING FORCE - Fo (KIP): 0.59 OVERTURNING MOMENT - Mo (FT -KIP): 1.14 TOTAL RESISTING WEIGHT - W (KIP): 1.44 RESISTING MOMENT - Mr (FT -KIP): 2.53 OVERTURNING RATIO - SF 2.22 NET MOMENT - Mn (FT -KIP): 1.39 ECCENTRICITY - e (FEET): 0.45 ECCENTRIC MOMENT - Me (FT -KIP): 0.65 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): 1.34 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET �7 OF 1/ ' v SOIL PRESSURES - DL ONLY - SPt (PSF): 995.89 < 1500 - SPh (PSF): 22.35 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1080.38 < 1500 - SPh' (PSF): 199.03 > 0 SLIDING RESISTANCE - Fr (KIP): 0.90 > 0.59 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.16 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.79 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.061 8.75 #4 @ 39.1 DESIGN TOE REINF.: #4 @ 12 PROJECT : L. KNIGFONG JOB NO. : 1079 DATE : 5Z2001 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: 4 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): =2 SURCHARGE (FEET)-, 0 YIELD STRENGTH REINF. (KSI): . 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H \FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOR (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP)2 MOMENT - Mw (FT -KIP): AREA REINF, (IN^2) !dl(IN) SIZE & SRA (IN) ------------------------------------------------ 0.207 5,75 #4 @ 11.6 MIN. VERTICAL REINF, - .15 5 (IN^2): MIN. HORIZONTAL REINF, - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ B - HORIZONTAL: #4 @ IS HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET)-. THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT-KIP).- AREA FT-§IP): AREA REINF. (IN^2) Idl(IN) SIZE & SRA (IN) ------------------------------------------------ 0.058 5,75 #4 @ 41.2 DESIGN REINF. - VERTICAL: #4 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE. CA (916) 972-0254 SHEET /P OF % 0 .37 cl. 5.8 R G 1.46 0.59 1.14 0.108 0,180 4 3.8 6.00 0.25 0.32 PROJECT : L. KNIGFONG JOB NO. : 1079 DATE : 5/2001 CALC'S BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: � MAX: ALLOW. SOIL BEARING PRESSURE (PSFY: ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 15) 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): 17 _ BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): 40 OVERTURNING FORCE - Fo (KIP): 0.81 OVERTURNING MOMENT - Mo (FT -KIP): 1.83 TOTAL RESISTING WEIGHT - W (KIP): 1.84 RESISTING MOMENT - Mr (FT -KIP): 3.92 OVERTURNING RATIO - SF 2.14 NET MOMENT - Mn (FT -KIP): 2.08 ECCENTRICITY'- e (FEET): 0.54 ECCENTRIC MOMENT - Me (FT -KIP): 0.99 FOOTING AREA - Af (FT^2): 3.33 SECTION MODULUS - S (FT^3): 1.85 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1087.02 < 1500 - SPh (PSF): 19.10 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1114.77 < 1500 - SPh' (PSF): 213.35 > 0 SLIDING RESISTANCE - Fr (KIP): 1.23 > 0.81 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.59 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.56 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.122 8.75 #4 @ 19.7 DESIGN TOE REINF.: #4 @ 8 �2� f3.4RS • CONC. SLi(8 f� _ IIA DE - LEAiC'L 'OR 4; / / co . r • B CZ^14 G O aCGz�RR �HZa n� PC r rb r L- a/ A 8.4.2S �— SARS CoyT, CD.VC. 4EY 'FH/ r 1)2" WALL "Hl" I H2 'T " O/" 02 ;S..8. .C. 'L" -a .Q 4,0� 2¢' 6v /2° 6� /2` /2' 6•" 2�¢' e2¢ "/3u4e2¢ 3-#f — — t3 . 5!0y m W v /2 ` i� �i /Z 2/Da it ii Ir 4 C/2 �.. /8� N o TEs : /. G.¢P ,2�/SVT—O�/,vim �O ,afie Di.�HFrcG,es ore Zg n/,cr, Ta �.v 2 CO. r—r: C,4�t/T/L EY�,�ED CO/VC, ,2L--rAII�O/ lvo f z e— COiC/ST, 1��T�F/C. N• T S, NOTES RESIDENTIAL P RM'7!- `-- 055-35-0-041— B \ KNIFONG, Larry 3200 Fawnridge Court, Paradise (retaining wall) i JOB FINALI Signatu r CHECKED BY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' h i JOB FINALI Signatu r CHECKED BY ./= OK 0 =Not OK' = Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel ,2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card 3-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosu res- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Ext. Steps -Door & Sidelight Protection -Landings PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instid./Drive ] Yes ] NoMalks J Yes Z) No/Planters p Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Hngle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instid./Drive ] Yes ] NoMalks J Yes Z) No/Planters p Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Vu ,... -.n COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A OWNER 6 CC��\PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,. please contact this office immediately. Date 7 Inspector, REV 10/92 t_ _ I i Date 7 Inspector, REV 10/92 ik-7 . .......... .. SVejECT C-4111rll- elvew CMU SHEET NO. OF Joe No. ...... :)Ac ... . ...... .......... / JF- P- V ZA.11,FrOX19 )EeS*1D VESSIon AL4RS co ul\- / e Ce- 6LAe o.-- 441 CIV ' _ , i� o��� OF C _ � i r �� 0 CL EAC AIX re- GIC14 10 e SAR-9 41. AARS (Y) k j2/Z 7 9 �i�Tr�,� E � OPS ca,��s � IDI 24I e" I /-V,l del /6 g c 3Z ;e3Z 9-*fc I Mores: Z-4,0- 110,ZIZ, ee:111190,1-C11-16 OZ 40 3, O OAye-1GAvl7- IA e Ca -lc -r L7 MHOMMISMOM 0,1`1770,V,4� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 NER�M�ITNZO. (Rev. 12/96) APPLICATION AND PERMIT9!�,ql>r ASSESSOR PARCEL NUMBER 055-35-0-041 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS i CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL.DINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 667 Do— LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other RETAINING WALL SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Newts Addition ❑ Remodel ❑ Utilities O Installation ❑ Other O Describe Work: RETAINING WALL (BLOCK) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00 NEW CONST. DWELLING DOC P. OR ADONS. ( & ACC. BLAS. S° 3.50FT, T. NOµpE°SID. MULTI.OUTLET @7,50 APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FixURES 20 Q I.00 ALL @ .50 Ex. Occup. DUTi R,D.°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation hof one hundred dollars ($100) or less.) <y I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of lifornia, and agree that if I should become subject to the work ' compensati n provisions of section 3700 of the Labor Code, I shall with comply wit ose provisions. Date 9-20 ��� Ignature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over SO" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 0 HAZ. D. FEES IMP FLA %d CDF PAR Po HD S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fe have been paid. By Date PERMIT EXPIRES ON .CJ Def, Receipt No. ­*,_�13: WHITE-D.D.S.-B.D. CANARD SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMSER ZONING BUILDING PERMIT OWNER TELEPHONE P77OWNERS Q. FT. OCC. BUILDING VALUATION MAILING ADDRESS ^ If E C /L7 CONTRACTOR'S NAME CLA Z4 TELEPHONE CONrRA"5_MAJUNG­ADDJTSS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ -"— ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ Bu1L01NGADORESS 'C/�!/K` zo Energy Plan Checking Fee $ $ D� PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE /� Duplex ❑ Mobilehome ❑ Other nn SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 New ❑ Addition ❑ Describe Work: TYPE OF WORK Remodel Utilities ❑ Installation ❑ ��'r Other ��,� C� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W (020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OV LESS Main Service . , OR LESS 23.00 1 ! I i Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. 3.SQ FT. OR ADONS. 8 ACC. S. NEW CONS MULTI.OUTLET NON-R61D. 07.50 POWER APPARATUS 6 SINGLE 011ILET C10. Ex. Occup. OUTLET OR FDrrURES 20 O 1.00 SAL O .00 Ex. Occu Des A6iri.° 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEI S Mobile Home Installation Fee $ Energy Inspection Fee $ °C0 CONST. TYPE TOTAL FEES KAZ• I D. FEES IMP I FLOOD I COF PARCEL PD HD 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 PERMIT EXPIRES ON Pa re Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major la or and materials for construction of the proposed property improvement: YESK] NO[ J. 2. I HAVEk J HAVE NOT[ J signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following.persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OW , SOCIAL SECURITY NUMBER: -:! �� DATE: x7-2 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks' for you if you do not carry out these obligations, Wand these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. l May 1995 2.27 �� y.:y,.� C,.,..r. T:�Y• Y". i .� a. ..hs�. ti .y; �r w �;,; 4 F.'°Y". ,.�sr�r;. .-. ... ... �'"1.- i" •�'+� ti..,... > ,�.•,.,tr✓J '�,�.� f.1`rt v'+� Ali " �y,'.'il*~`�7,f � , � 'r�''iiia"tiY'•�s�►t^'+fA..,::•Yr-..rY•'•_...-., r. � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:le4M , AfiU�,t/6 ASSESSOR PARCEL ER: S S Proposed Building Use: `T Building Inspector: Date:71 At time of permit application, I was advised the following data must be submitted prior to permit proess' g and/or issuance: Date Received By iiems have been submitted -------------------------------------------------------------------------------------- P plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 6❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees.------------- ❑ 13. Flood elevation certificate. --------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. --- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). - ❑2 . orkers' Compensation carrier and policy number. ------------------------ weer-Builder Verification (Given to owner ❑, Mailed to owner ❑). --- ❑24. Letter of signature authorization. ---------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. -------------------- 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as followsAMail to owner, ❑Mail to contractor. El Telephone 6/ �L ���and hold for pickup at office. ❑ liv c t: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: (Date) inspector. Date: mad • �S By:. 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: /D g Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. `. ' STRUCTURAL � CALCULATIONS ' ' FOR CONCRETE MASONRY CANTILEVER RETAINING WALLS LARRY KNIFON8 RESIDENCE 3200 FAWNRIDGE COURT PARADISE, CA 95969 BUTTE COUNTY APPROVED CALCULATIONS ARE IN COMPLIANCE WITH THE 1997 EDITION OF THE UBC - SIGNED � ^�`~-�- /'- DATE F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 SUBJECT: CMU CANTILEVER :ETA I N I NG WALLS BY: FLT DATE: 9/99 JOB NO.: 9102 PROJECT: LARRY KNIFOND RESIDENCE 3200 FAWNR I DGE COURT, PARADISE, CA 9596-3 DESIGN CRITERIA: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 FREE STANDING CONCRETE MASONRY WALL WITH LEVEL BACKFILL. CODE 1997 UBC SUPERIMPOSED LOADS: NONE WALL HEIGHTS: A. '-0 TO 4'-0" - SHEETS 2 & B. 41-0" TO 61-0" - SHEETS 4 & 5 CONSTRUCTION DETAIL - SHEET 6 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f 9 = 2000 PSI @ 28 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI,' GROUTED SOLID, NO INSPECTION REQUIRED, REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,'/ ALLOWABLE LATERAL BRG . PRESSURE - 200 PSF p/ PROJECT : LARRY KNIFOND RESIDENCE JOB NO. e 9102 r DATE . 9/1999 CALCIS BY e FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) SURCHARGE (PSF)e YIELD STRENGTH OF REINF. — FY (KSI) ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) SPECIAL INSPECTION REQUIRED ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI)a GRAVITY LOAD — DEAD LOAD (KIP)c — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET) OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): 'GROUTED SOLID — WEIGHT OF GROUT CPCF4 AVERAGE WEIGHT OF WALL (PSF)e TOTAL EARTH PRESSURE — Fw (KIP) MOMENT — Mw (FT—KIP)e AREA REINF. (IN"2) r d' (IN) SIZE & SPA CIN? ------7----------------------------------------- 0.032 5.35 #4 @ 76.1 MIN. VERTICAL REINF. — .12 % (IN"2) MIN. HORIZONTAL REINF. — .08 (IN' 2): DESIGN REINF. — VERTICAL° #4 C 16''/ — HORIZONTAL° #4 @ 32 ✓ EFFECTIVE RATIO OF REINF. — p MODULAR RATIO — n-. COEFFICIENT — k ACTUAL RATIO OF DISTANCE COEFFICIENT — /ki ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — f s (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA C 916 ? 872-0254 SHEET Z OF 6 LEVEL 30 C) 40 000 1500 NO 250.0C) i� 0 4 3.67 7.6 7.6 135 84 0.109 0.073 0.0023 25. 8 0.292 0.903 7.587 65.52 < 250.00 0.26 PROJECT : LARRY KN I FOND RESIDENCE JOB NO. : 910 DATE : 9/1999 CALCIS I S BY : FLT FOOTING DESIGN.- ---------------- DENSITY ESIGN: DENSITY OF SOIL (PCF): DENSITY OF C ONS :ERTE (PCF): OVERTURNING RATIO — MIN: — MAX: ALLOW. SOIL BEARING PRESSURE(PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: FOOTING DEPTH (INE=HES): FOOTING WIDTH — HEEL (INi:HES) — TOE (INC HES:} : FOOTING KEY — WIDTH (INi=HES): FOOTING KEY — DEPTH (INCHES) : . — BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING !: I Ni= HES) : OVERTURNING FORCE — Fo (KIP): OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP):. OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP): FOOTING AREA — A f (FT�) : SECTION MODULUS — S (FT" 3) : SOIL PRESSURES — DL_ ONLY — SPt CPSF): — SPh (PSF): SLIDING RESISTING FORCE — Fr (KIP) : FOOTING — HEEL: UNIFORM LOAD @ HEEL — Wv (PLF :) : PRESS. @ TIP DUE TO GRADE SLOPE — SPg (PSF): PRESS. @ FACE OF WALL — SP f t PSF) : MAX. MOMENT @ HEEL — Mh (FT—KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, GA (916) 872-0254 SHEET 3 OF 4' 100 150 1.5 2.5 1500L 0 0.35 24 C) i� ,r) 0 3 ✓ AREA REINF. (IN"' ) ' d' (IN) SIZE & SPA (IN) -------------------------------------------------- 0.017 7.75 #4 @ 141.4. DESIGN HEEL REINF.: #4 @ 32 0.30 0.46 1.57 92 vx 4.1 1.47 iso 40 0.63 2.67 1. I'D 1119.93 < 1500 / 58. 12 . 0 {/ 0.62 > 0.30 X 1.5 0.46 433.98 0. 00 SES. 7 0. 1'D PROJECT : LARRY KN I FOND RESIDENCE JOB NO. : 910 DATE : 9/1999 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH'OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INC:HES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw FT -KIP): AREA REINF. (IN�' ) 9d9 (IN) SIZE & SPA (IN) ------------------------- ------------------------ 0. 1 IS 5.35 #4 @ 20.6 MIN. VERTICAL REINF. - .12 % (IN"' ) : MIN. HORIZONTAL REINF. - .08 % (IN''2 : DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @ 3 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - E.. ACTUAL RATIO OF DISTANCE COEFFICIENT - / ki : ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916) 87.E -i 254 SHEET I' OF ,c LEVEL 30 0 40 2006 1500 NO v-' 50.00 0 . C) G 5.67 7.6 7.6 135 84 0.48 0.'31 0.1013 0.073 0.0023 25.8 0.292 0.'j03 7.587 241.60 < 250.00 15.10 < 20.00 0.97 0 PROJECT : LARRY KNIFOND RESIDENCE JOEL NO. : 910 DATE :'9/1999 CALL'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING PATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE QSQ : ALLOW. LATERAL BEARING PRESSURE (PSQ : FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 00 0.35 FLT ENGINEERING 5791 y CLARK WOAD PARADISE, CA (91 E ) 872-� 254 SHEET c- OF ig' h FOOTING DEPTH Q Ni= HES ): 1) -- FOOTING WIDTH HEEL (INCHES): 4 - TOE C I NCHES ? : 0 FOOTING KEY - WIDTH CINCHES:: .0 FOOTING KEY - DEPTH !: I NCHES> : i - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 50 OVERTURNING FORCE - Fo (KIP): 0.63 OVERTURNING MOMENT - Mo (FT -KIP) 1.38 ' TOTAL RESISTING WEIGHT W CKIP?: 3.84 RESISTING MOMENT - Mr (FT -KIP): 6.38 OVERTURNING RATIO - SF 4.64 NET MOMENT - Mn (FT -KIP): 5.01 ECCENTRICITY - e (FEET): 58 ECCENTRIC MOMENT - Me (FT -KIP): 1.94 FOOTING AREA - A f &T' 20 4.17 SECTION MODULUS - S t FT' 3) : 2.39 SOIL PRESSURES - DL ONLY - SPt (PSF): 1471.96 < 1000 - SPh C PSF:: 129.47 > 0 SLIDING RESISTING FORCE - Fr (KIP): 1.24 > O.63 X 1.5 = 0.95 FOOTING - HEEL: UNIFORM LOAD C HEEL - Wv (PLF): 56.54 PRESS. C TIP DUE TO GRADE SLOPE - SPq (PSF):' 0.00 PRESS. @ FACE OF WALL - SPf CPSFi: 1181.39 MAX . MOMENT C HEEL - Mh (FT -KIP)- 0.80 AREA REINF. C IN�'2? ' d' C IN? SIZE & SPA C IN:) ------------------------------------------------- 0.070 7.75 #4 @ 34.1 DESIGN HEEL REINF.: :I#4 @ 16 .... .......... ..... �`.�.....z:,� ............... SUeJES-- ./rT/............. Ie c. %'% U._.._ ...... SHEET NO. OF --..._ :NF:c. Cy .... .-........ Dt rc ...................... )efrXIMIAli ` 1, ALL IOE7,4/L JOB NO.._�9J02 L .4 ICY Q'16EESS10 r m LLjo. 3 ^m _ . s�9lF CI o���Q r/" A4�F OF C0 a _ CL EA e ~ , SARC G %i/�rLL I /y/ �r H2 1 �/ / I DJ p /4 I I rL `b C 4 Ire d� 8" 4632" 2-T ¢ I I I ( 1 NOT= S .' / . DES/GN C�/TE.e/r4 P�iC� C.4 LCUG,4 TIONS Si 1 FST / . ¢O ,5AZ 0/.4 , fl//J, 3. P�s2Fo,2:� ve4/.S/ f'iP� T 0 P.QYe- .d/,.V //✓ 2 CU.FT. L L� I�(1(►�OU�J ��DUV� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 3ZS,9- i i i 4 JILWNG DEPARTMkm i X PQO 3} � '. L \ � ��� —..,, .� ' .,. , � �� � . !+; �. � t �� ; � � i � i !,, i � �� �� ; � , . � � / � a d i ,{ �I rr7 f 3} � '. L \ � ��� `V> ' iiiy s: .+ , � �� � f /� i �. 1 _ � � . � � .✓ �. . � 1 L L `V> ' iiiy 1 _ � � . � � .✓ �. . � RESIDENTIAL 055-35-0-041 91-4371 KNIFONG, LARRY CONTR: BOLEN CONST PARADISE NEW SF PAW* IelaG /0LUM6//4 Vv F 4 neod 4-L - Z, 14 v 4,T, IqLe) rc_ 1. OFj=jcE COPY ddress JOB FINALED Signature GAS Meter By — ELECTRIC, — Date- 1—>t%X, Meter B -kil oj Address 32 -co GAS Met Date ELECTRIC Meter By Date Addre s GAS Meter ELECTR I Date Meter B (Date) a 1 !p . :+ r` `3 r v s f I • I ' rr� c I a z � , r� v J =-OK O=Not OK Not =Not Re�dyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 0 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CAhPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors f Shthg.-Rfg.-Bracing 5. Alum. Awn:; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability j 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable 'RESIDENTIAL (Single & Duplex) = Not Ready Date UNKRFLOOR (Plans) bK except,ws Zo ing-Setbacks-Easements lood-Slope .2j#(jtg., Main; Soils-Elec. G -4PS' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ,r 4. Ftg. Porches & Decks; Soils -Steel-/ /Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped 6­9-temwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8 1 s -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test jdF. Gas Pipe; Size -Anchors - and gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test i I F h2-EL1rctric; Underground I t3,0,'Pienums & Ducts; Clearance -Material -Support -Ins. �JX. iirqe4Sills-Anchor Bolts -Joists -Vents -Cripples & Ventilation fOrinsulation 1 Date 3 Card B-1 ,t, ,J Date Card B-1 Date . LCard B-1 Date r - Card B-1 Date PLUMBING (Permit),OK except fr's I ----- --16. ter Htr.: Vent -Access -Combustion Air-Baffl ________ ter Pipe; Test & A horINail Protection tt 1 V.; Test - r -Nail Pr ection /tl Shower Pa , first Floor -Tub Access �� / Z Lar st Tub & ower. Second Floor -Tub Access Gas Pipe: Size & Anchors --------------------- - ----- -- -- -- - - . t, Date- Card B-1 Date Card B-1 - ---- --- ------ --- - -- `�=1G=-------- - -- ----------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except Ws --- - 22. Fixture & Transformer Clearance -I . Prole io - - - ec. Receptacles Spacing -Lights & Switches at Doors ------ ---------- ---------------------------------------- . Size Boxes & No. of Conductors -Stapled ------------------------------------------------------- - -- 2 . Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------------------------- -- 26.}Equip. Ground made up w/Meth. Fastners-Bond Gas & Water �.. 2 ppliance Circuts in Kitchen &Conductor Size/GFl - --- ------------------- ------ - - --- ubfee Wire Size / ga. Cu or I C. Wire Size / ga. ------- e!G C ------- ---- - -- "Gl��---------------- -- ------ •---- - ------ Range Circ. / r ga. Cu or AI -Oven Circ. /�o/ ga C or Al. Xs,:ated Neutral ❑ Yes- ❑ No� ---------------- -- ---------------------------------------------- - Service -Riser Conductors & Ground -Main _DiscS. 31. EEAuip Clearances Panels -Motors- ech uip 3 /C rhes Closet -Light Shower Lig-Spa-Light-------- - - - r� — 3 . Smoke Detector ------------ ----------------------------------------------- -- Date t/Card B-1 a— Date - Card B-1 ----- �-------------------- -------------------- A Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except ft's Ja C. --------- Ducts Insulation & Support ------------ ---------- --- ----- - Vent Fan: Exhaust above insulation ........ -- ----------------------------------------------------------------- k 36. Condensate Drain & Overflow: _Size & Grade 37 Furnance Vent: Access -Comb Air -Return Air Vent -1 15 outlet ---------- ---- ----- ------------------------------------ -3E" Attic Access & Platform if Furnance in Attic Datelq�lv Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR NG (Plans) OK except h's Sils. Proper Material & Anchors _ -- - - alls Studs -Nailing. Spacing & Bracing -Plates -Sound --- - ----------- --------------'- �-- - - -- - --- - -- ----- --- - -- - ------------- Bearing ------------ Bearing Walls over Girders & Floor Nailing 7i 42. Draft Stop in Walls (rat proof) ---- - - -- - - - - --- �3 3. F' e Stops: Furred Ceilings Stairs t�j�ys -%u�j 411! He &Beam-Size &Bearing 1. '>tO•= b Date 4RAMING (Continued)•, _ _gers-Post Caps -Anchors -Connectors - Z3-• 6. ng. JoiA-Rftr. ac ties-Purlin-r BrTruss-Shthng.-FIbIll , ---�� ace Ties or Type A Flue -Fireplace Throat clearance - 4ES: A tic Access; Size &Romex Protection-Dyaft Stop -In Baffles 4910"R(irm Windows or Exiting Doors -Sill gt. & D' ensions ----�B�Garage Fire Protection Framing - --- -6i"P operty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. %%�St��''''rs; Width -Headroom -Rise -Run -Landing -Fire Protection ---- -- - wood on Roof Overhang -Attic V s -Rafter Outriggers Siding -Nailing Veneer -StMesh-Drip Screed -Fd. Vents-Uriderflr. Access _ - ------ s P ection-ShpFrgHie-Waet -Bolts Ce JS` fl - 59. 59. I ulation-Walls-Ceiling 2 Infiltrati a -WindowsMid Dateg1 Card B-1 Lt Date Card B-1 Date �r�3 Iie. and B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings - --- 6 . moke Detector ` --------------- --- ------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection ---------------------xiting --- __________ edro_om Exiting 65. &Bath Fixtures &Tub Access -Spa ------------ ------------ - - . Elec. Trim & Subpanel; Breaker Sizes & Labels ----------- 67. St & Rails -- t ac or S : 0686rrEes-Hem tlets at Wood Panel; Int. & Ext. -- ------- -- ----------------- ---- t F' Appliance; Grnd.-Air Gap -Cooking Clearance Ele utlets & Receptacles at Kit. Counter 7 ara a Fire Door: Swing -Landing -Closer -- - -- `�7 r .C. D ct in Garage -Damper HVents-Clearancer. -Comb. Air-Connector-P.R.V. In Gara e: Above Floor -Meeh. Protection - ---- --- 7�InsqJ0� ,,Or ech. Equip. Listed for Location cles in Garage: (G.F.I.)-Romex Protection oam-Looked in Attic ❑ Yes _ G &Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth -----------------Clearance Looked under Floor ❑ Yes __.s6 -Following instld. Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No YSt o: Br n- Finish - i -- - A.0J,,Tnit; Disconnect. Electrical, Plumbing 3 ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to - - - - - Openings --- Water Well: Disconnect, Electrical, Plumbing d5. x or Elec. Trim: G.F.I. Receptacle -Underground - Ho — 8Ve%n'�n Throughout _use ___ --- G11� ass Protection ---.----------------------------- -.68. -------------------------- --- --- -.6<t--6orr s from Previous Inspections _ -- a --est-Meters-Tagged: Gas -Electric - - - - 90. Wat Sewer Connected -C/O to Grade -HD Approval -- nergy Compliance Certificate -Other. Certificates - ------------------------------------- --- — Date Card B-1 Date Card B-1 ----------------------------------- Date ---------------•----------------Date r .. Card B-1 Date Card B-1 -------- ---- t ------------------- Date , Card B•1 Date Card B-1 Comments at Final; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this atter, or need additional explanation, please contact this office immediately. GSA O. %_ o Ty (?&. IDS V) 0 t C"#?, /2C v G s ( d 12 (-W lW 4 /f ���fL23 A 4 Date (�2 C) Inspector da __ ~ COUNTY OF BUTTE .,�•^"."- DEPARTMENT OF.PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. vow LL1 114' (L I'll Date �� ~ �� Inspector U l �r�, .,.�..�..-.�...c.i r.-.•......,..�.�i, �_ .---•may ....-s- t+,.?iTr'ti '�.F•.__� - 4. �-.� ' +V COUNTY OF BUTTE } DEPARTMENT OF PUBLIC WORKS s 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 ,q CORRECTION NOTICE C -3 l Q � OW ER_ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at riy 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. =„3 V'1 .j Date 2 Inspector REV 11/9h L . 1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 C 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 r j CORRECTION NOTICE C% 3 7/ 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, please ontact this office immediately. 40 42 s 1 rpL)ke, S . a. % ks pietDr 1 (��l;•c Com4 A/hCo..011axt t kdit, Date— Inspector REV 11/91 s COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS \ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE t ER ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corr ct on of work is completed. If you have any question pertaining to this `matter, r need additional explanation, please contact this office immediately. 0 C Q -1-f r), -/,, (/ S C 1) . T e— Arl & T L &u's ---q- ocn, r ID -0 (��-2� 5rGc C a 1 �• l --f r ct (��, �r�-d ,t? cars O iC , 0a,, Date Inspector COUNTY OF BUTTE'S DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone:'872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 y CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to -'this matter, or need additional explanation, please contact this office immediate( Date Inspector y owner: Pernit! ENERGT CERTIFICATION - LOCATION A.P./ ROOF MATERIAL THICKNESS EXTERIOR WALL DESCRIPTION OF INSULATION BRAND NAME THERMAL RES. MATERIAL Fiberglass BRAND NAME Certineed - THICKNESS 6 �.2 THERMAL RES. 19 - -- CEILING BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME THICKNESS .Z � THERMAL RES. 3(f. - LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED - y THICKNESS / �•Z � THERMAL RES. 3 4F - Certineed FLOOR -ELEVATED MATERIAL Fiberglass THICKNESS 611 FLOOR -SLAB - BRAND NAME Certineed THERMAL RES.. / 9 INTERIOR WALL MATERIAL Fiberglass BRAND NAME_ THICKNESS 3 �. THERMAL RES. Certineed I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS IRD.INC%dba SHASTA INSULATION LIC.€650722 Ihereby certify the above insulation and all required items as shown .on the building department t+f►forovtrd plans and attachments ha%v been installed as required by the State of California Energy Requirements. All equipment devices and matt'? i::lthe quality pro•str;bed or are specifically apprt►ved by t he , t at u of Calif . -- FIRM NAME/OWNER ( PLEASE PRINT) S1 ATI CONI 1. l t • - _ SIGNATURE OF GENERAL COKT.:01;XER ItATi :,A COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 ' APPLICATION AND PERMIT PERMIT NO. 91-4371 ASSESSOR PARCEL NUMBER 55-35-41 ZONING FR 10 BUILDING PERMIT OWNER LARRY KNIFONG TELEP o 877—�2E � SO. FT. OCC. BUILDING V UATION R 191, 70 OWNER'S MAILING ADDRESS'2970 7020 SKYWAY PARADISE 95969 ' P99 M 16;1A9 CONTRACTOR'S NAMET BOLEN CONSTRUCTION77-1��02,974 LEPH CONTRACTOR'S MAILING ADDRESS 7076–B SKYWAY PARADISE Fireplace _ 3,000 CONSTRUCTIONs E BANK " � j°' "373 Total Valuation $ Filing Fee $ 15,00 LENDER'S MAILING ADDRESS 6817 SKYWAY PARADISE ---T$ Permit Fee $ ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER GLENN BRUNO LICENSE N C 1023 Plan Checking Fee 428-25 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS 20 CONSTITUTION DRIVE CHICO 95926 Penalty $ BUILDING ADDRESS 3200 EL FRAN WAY PARADISE 95969 Permit tee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 75.00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP 98-95 Water piping 7.007.00 Each pas water heater or vent 7.00 00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: 3 BDRM Permit Fee $ 124.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 18.50 Main service 200A TO t000A1 _ 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered r sale. (Sec. 7044) a I, s the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. (DWELLING OCCUPM OR ADDN5. ACG. BLDGS. II 3.64sq.ft. 135.50 NEW NO N.RESID R BRANCH CIRCUITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR, / EX. Occup( OUTLETS OR FIXTURES 20 751 FIXED APLNS Ex. Occup. OUTLETS P(RESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.04�0 Misc. Wiring 9 15.00 Permit Fee $ 169.00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. -t=41--l—shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling i Hood 6.50 Ventilation Permit Fee $ ' Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.cQN I also agree t ve, indemnify and keep harmless the County of Butte against all liabili s, iddgments, o and expenses which may in any way accrue again aid unty in u ce of the granting of this permit. Date Z Z % Signature of Appicont — Owne Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" or construct- deep an demolitio ion of structures over 3 stories in hei ht. � Zai Mobile Home Installation Fee S Energy Inspectiop Fee $ 40.00 � VSTTE TOTAL FEE $ 1,700.25/ HAz "' DFEES IMP I FLOOD DF t I PARC �/ P ISSUff This permit is hereby issued under the sions of the Butte County Code and/or work indicate a e for which fees TOR F P ELIC By PER IT EXP • E Date _ applicable provi- resolutions to do have been paid. WORKS Date ' Receipt No. I 19 WHIT!•D.P. W., YELLOW-A99l990R,P Nx•INSPECT GOLDENROD -APPLICANT I COUNTY OF BUTTP_ DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRI E - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIPPLICAT ION DATA SHEET 0 Permit No. OWNER � (t/t 4_Yj P 014 _ . A. P. No. 55r Proposed Building Use /1/e.j 3I&A -s/% L Building Inspector—C-5 6ate Z- 2-7", 5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted. 2. Plot plans in du licate/triplicate, sig_ngd by preparer of plans........ Z - 7" — i 3. Complete plans in uplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. t 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............:. 8. Engineered truss deta"addayout in duplic Ian_ check) Mobilehome in ation data di r' instal a " instructions.. �jeJ " e Chico Urban Are .... J��� .. ... Park fees p id ............... ........... ........... �A�i•I School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. ___ ` Owner Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization When ou issue the permit,'process ps follows: Mail to owner. I C,tor, Telephone Z and hold for pickup at fim, office. De iver w/In�s`p'ector. Other Appl icant-r' ate _ 7/,r/ Copy of Haz-Mat form sent Health Dept. Fire Dept.Air P l ution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior o nc Circe W i not ch ed 1. Index permit for above items No. 2. Additional items required: Z Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by—. date '� J Contractor, designer, owner, was advised of above required data by—phone —mai I—count by date % c Plans checked by Date Plans approved by Date -t/ Sets of plans on hold in File cabinet AP folder Copy—DPW t TO Building Department' I C. FROM: Environmental Health SUBJECT: Sanitation Clearance Owner -+ Location AP# /,/ESC.- 2� Plan Approved for: Sewaqe Disposal Water Supply , Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroommo le home. Other --F--LDQR- I/ '? k---, (- NOTE * * * CI�Z _ l Z Sanitarian n r_A TJ Buildina Departmenti�` FROM: Environmental Health SUBJECT: Sanitation Clearance - I'll- � ) e Location Plan Approved for: Sewaqe Disposal Hold final for: Final clearance O.R. for: Clearance for bedroom nd0b-Uv home. Other NOTE * * * Sanita ian AP# ater Supply ater Supply Water Suppl juo Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Callfornla 95965 - Telephone: 916;'538-7541 APPLICATION AND PERMIT PERMIT N0. 3' ASSEO�R P R� NUME �/ 5 2 N �® BUILDING PERMIT 0NER , TELE HONE 8 62 y, SO. FT. OCC. BUILDING VALUATION ��- OWNER'S MAADDRES - iy S,�y6Iq 702970 20 I `!7S•�Q� CON7Q�ACTELEPHONE OR'S p77 11 LID I _ ` �� •. CONTRACTOR'S OIAILIN. ADDRESS 7076-,6- /`L f 5-969 Fireplace 2 1a 1 3000 - ,TION NDER JUNKNO�" WN/ V 73 '/p, �VS Total Valu tion a $ 73 l- . Filing Fee- $ 15.00 LE DE MAILING ADDRESS g%%_Oidd9,-6 ?67 Permit Fee $ 856 1 5V A H ECT OR EN EER LICENSE NO. C/0236 Plan Checking Fee $ Energy Plan Checking Fee $ ZOra A CHIT T OR EN NEEF�S MAILIN DDRESS g 20 5/Zb Penalty $ BUIL NG ADDRESS Permit fee $ 9-%S PLUMBING PERMIT Filing Fee 15.00 3�D0 Each Trap 5.00 75- Solar or heat pump water heater 20.00 LOT NQ 3 SUBDIVISION NAME ISXRCEL MAP 949 � � Water piping j 7.00 Each qas water heater or vent 1 7.00 e USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets It 5.00 Building sewer ] 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New [Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: J IIM . _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS I 18 50 g„Jrp Main service 200A TO 1o00A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License .Jo. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCItIP. \ OR ADDNS. (ACC. BLDG5.. tYr / f/ 3.6Qsq.ft. 1,35 NEW CONSTR. LET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS 6 (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ ( , Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. F -1I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ Ishall not employ any person in any manner so as to become subject the W. Claws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be d eenod' revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating )f C 1-z-010 tmll So J a srLI Z, Cooling x > � I' 16s-' to /4, 51D Hood / 6.50 6'_'70to Ventilation Permit Fee $ %. Contractor I'etrft'fy that I have read this application and state that the above information is'correct. I agree to comply to all County Ordinances and State Laws relating 'to building construction, and hereby authorize representatives of the Countyot Butte to -enter upon the above-mentioned property for inspection purposes. 1 also a'ee 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 consequence of the granting of this permit. X Date Si nature of Applicant - Owner g pp ❑ Connector ❑ Agent ❑ n OSHA permit is required for excavations over 5'0” deep and demolition or construct- i on of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection fee $ Energy p CON T TYP TOTAL/FEE $ �'70�02 I 11AZ I DFEES IMP FIVb I CDF PARC PD ,D ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable resolutions have been WORKS Date provi- to do paid. Receipt No. im I t J Y Y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 L -AAA It kA I `off G OWNER A.P. N0. PROPOSED BUILDING USE 3 e"� DATE 11,27- 71 REC. # DATE REC 1. School'"District Fees (paid at District Office) 2. Sheriff Fees (paid at Building Department) Residential ......... ' X _$ 6� unit' amt. =j Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other /0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. 7 -7 APPLIC DATE -, r. ., _; ,. ' � N� . �; � - 4 V � �` � ; — ;i. � .. � ��,� ��� .� s�'S .. � L � e �, 1. r� ' ��`-. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). iY Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). ✓ groper roof pitch for roof convering (Chapter 32). lK Roof covering type - (fire hazard). ,47 Foam insulation - protection. Lo 36" halls and stairways. r Living area over garage - complete 1 -hour separation required on garage side I including supporting walls and posts, etc. -44? Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). llr- _Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning.appliances-.L.P.G. requirements. . oise requirements on duplexes. Energy design. __I - ping at all exterior openings. DF responsible area requirements. 0 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 8/91 Bldg. Permit # OWNER A.P. # Plan Checker GENERAL a oning requirements: (sideyards and number of permitted living units). aluation. ��Pproper lans signed by designer. description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. %Other buildings or structures. Grading, fills, drainage. Flood hazard. ':�Special conditions on creation map, ustible, and foundations). IJ & FAS road setback. (noise, CDF, fire sprinklers, non -comb- . Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. . Required windows for light and ventilation (Sec. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 1205). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles 210-8). for main- t,mance of meehan-ira-1 ment. Locations 6f water heater, eating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. -3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction_d.e-tails tombete enough to construct building. Elevations and (wk.11—construction details complete enough to construct Roof constructiondetails complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. building BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (/One Form per Building) A.P. Number��"� -7l Building Department No. c' School District p/dl����Se,. City 0 County Q Jurisdiction Property Owner L Add k1V f Project Location/Address , r ITA1,1 Subdivision �V" Lot Number '3 Residential Development: a , Sq. Footage2 g7P # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas), B-uAlding Department Representative / Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. �oi'Q�� /�ldL School District certifies that �d�lf s ',,,". j( Appli nt 'Name) ( Phone Number.) (Street Address (State) ( Zip Code) has complied with the requirements of Resolution No. by the of $�representing square feet. L W ­ 'School District Representative Date PAID BY CHECK NO.. -Ji -- BANK NO 9,6 PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) RECORDING REQtit4EU COY: MID X111EY T(RE Return to DPW 2L Section requires prior to Itb 9.2•-04808 � AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPIMNT 26-4.1 of the Butte County Code this acknowledgement be recorded issuance of a building permit. The property described herein is adjacent I to land or included within an area zoned 92-004808 1 Rec Fee 5.00 for agricultural purposes, and residents I Check 5.00 of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder but not limited to cultivation, plowing, 8:00am 5 -Feb -92 I MVTC JJ 1 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural 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 Ehat real property situate in the County of Butte, State of California, described as follows: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF�THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 27, 1985, IN BOOK 98 -OF MAPS, AT PAGE(S) 95. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER EL FRAN WAY, AS SHOWN ON SAID PARCEL MAP. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES :.OVER EL FRAN WAY, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE REC09DER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 27, 1985, IN BOOK 98 OF MAPS, AT PAGE(S) 95. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Date: PROPERTY OWNERS: LQ✓✓y L/ t h State of ) On this the 7 day of 19 2, before me, the �� j SS. undersigned Notary Public, _pe;sonal a peared County of ■••■■•■■ ■■■'■�■•■••••Personally known to me. 1:1 Proved to me on the basis i DAVU)HAKOLA i of satisfactory evidence. ■ NOTARsuY aCo&C'Co • ■ ,-. PUnu • to be the person(s) whose name(s) ■ Myeoh2Z1 res • March 22,199 ■ acknowledged subscribed to the within instrument and ackled ed that • ��■■■■■■■■■■■■•••••••� executed the same for the purposes therein co i.ned. IN WITNESS WHEREOF, I hereunto set my n an icia s a/. / Present A.P. No. otary Public- END ublic END OF DOCUMENT 5 �6'Sl c4 j C—a . 8AC ENRONMEWALNEUT"' JAN. 0 21992 Paradisi: .S;�:- ric- APPROVED Butte County E6virpnmenfal Health --- Signature re '4TIA3;,' jATHiU�jQ;jjVjjB 1 71 a v N 1 �5— 35`gl rev AR ' No. C 0236 r` REN. 3 CN Co- re (n •t -o ✓G r K� hor i o fi'aI rein Co' x It 0 9"&p K t o vew%� co - r cR a-vi0. is c��drs41)rbeJ iV - " ZNG�✓ Y'•er cl✓ry N tra viVAS — �� reIK rr;►�y 3 c �• K�y� Ca�-� �eyeyec� Cov�eve'ie �efarHrh� w / BUILDING DEPA i ArtHuv u #4e 12' OJ . I duo c_� -2- 3 -#-4- 35�'to0 ;fin#4-C 12"0 �-e- 13''o_G.. �� j 4-0-4 571,0 n ¢Q 13 o.G. 10 5 44 ,�-D ARAR�� (0 re..� Is] S Vlovle 2 �' I -#4-e 3�"a1 ,�-D ARAR�� (0 re..� Is] AGREEMENT RESPECTING, USE OF WELL This agreement made and entered. into between MATTHEbv A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, First Party, the owner of Parcels 1 and 2, described in that certain Grant Deed dated March 6, 1 991 from ELDON H. CAMPBELL, and FRANCES E. C.\MPBELL, husband and wife, as Grantors to said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER as Grantees therein recorded March 26, 1991 of serial number_ 91-011243 official Records of the County of Butte, State of California, and LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Second. Party, owners of Parcels 1 and 2, described -in that certain grant deed dated March 6, 1991 from ELDON H. CAMPBELL and. FRANCES E. CAMPBELL, husband and wife, as Grantors to said LARRY W. KNIFONG and LAURA -A. KNIFONG, husband and wife, Grantees therein recorded Ml a.:i­ch 26, 1991 on serial 'nu.,mber. 91-0111239, Official Records Qf the Countv of Butte, State of California; and, WHEREAS the said First Party and Second Party herein above referred to have caused a water well to be dug on the above referenced parcel 1 of First Party herein contiguous to the above referenced parcel 1 of Second Party herein, and said First Partv and Second Party have shared equally in the cost of digging said water well and agree to share mutually and equally and equitably in its benefits'aid in the maintenance thereof for themselves and. their -1- -4 0 7 26 91-040726 1 Rec Fee 11.00 �fv I STF 3.00 Recorded- I Check 14.00 Official Records I County of I E UST } �y� Butte I jw 'ie r e_or ed return to : Candace J. Grubbs I Larry. W. Kni f ong Recorder I 5285 Yeno Place 8:02am 2 -Oct -91 I CD 4 Paradise, CA 95969 AGREEMENT RESPECTING, USE OF WELL This agreement made and entered. into between MATTHEbv A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, First Party, the owner of Parcels 1 and 2, described in that certain Grant Deed dated March 6, 1 991 from ELDON H. CAMPBELL, and FRANCES E. C.\MPBELL, husband and wife, as Grantors to said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER as Grantees therein recorded March 26, 1991 of serial number_ 91-011243 official Records of the County of Butte, State of California, and LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Second. Party, owners of Parcels 1 and 2, described -in that certain grant deed dated March 6, 1991 from ELDON H. CAMPBELL and. FRANCES E. CAMPBELL, husband and wife, as Grantors to said LARRY W. KNIFONG and LAURA -A. KNIFONG, husband and wife, Grantees therein recorded Ml a.:i­ch 26, 1991 on serial 'nu.,mber. 91-0111239, Official Records Qf the Countv of Butte, State of California; and, WHEREAS the said First Party and Second Party herein above referred to have caused a water well to be dug on the above referenced parcel 1 of First Party herein contiguous to the above referenced parcel 1 of Second Party herein, and said First Partv and Second Party have shared equally in the cost of digging said water well and agree to share mutually and equally and equitably in its benefits'aid in the maintenance thereof for themselves and. their -1- � \ �1t^^�=~ . / ` ` �^ � .. 91,-40726 successors in interest; NOW THEREFORE, the said MATTHEW A. GERSPACHER and. ROSALIND GERSPACHER, husband and wife, hereby grants to the said .LARRY W. KNIFONG and. LAURAIA. KNIFONG, husband and �,,ife, and undivided one-half (1/2) interest in and to the shell hereinabove referred to and a circle thirty (30) .feet in diameter extending a. radius of fifteen (15) feet from the center of said well and the pump thereon and the water therein, now located in and upon said parcel 1, hereinabove referred to,.of the Grantor herein PIATTHEi,;,' A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, Lor the use and benefit jointly with the said Parcels 1 and 2 of the Grantor herein (hereina.fter• called the servient tenement) and Parcels 1 and 2 hereinabove referred to of the said LARRY W. KNIFONG and LAURA A. kNIFONG, husband and wife, the grantee herein, (hereinafter referred to as the dominant tei-.iement) . GRANTING, ALSO,. an easement in and upon the said servient tenement for the benefit and use of the said dominant tenement to enter- upon the said servient tenement and to construct: maintain and use therein pipes to draw water from said well and carry said water on and over said servient tenement to the dominant tenement, in the event either party transfer title -in any manner,before transferring title, both parties agree to pay for drawing a legal. description for the well and easement for water lines and maintenance as outlined herein,�and grant such easement from party one to party two, and record said document Ax nc�3 _2_ �/ FES 8 7 OR 9 I --40726 The easement which the Grantees herein expressly accept and agree to by accepting 'this Deed, shall run with- t -he land. and shall further be deemed and contructed as a servitude over and upon the servient tenement of the Grantor for the benefit of the dominant tenement herein and shall _Enure to the benefit of and be binding upon the parties hereto, their heirs and assigns and shall not inure to or serve or' benefit any other .lands than the respective servient and dominant tenements herein. IN WITNESS WHEREOF -the said MATTHEW A. GERSPACHER and. ROSALIND GERSPACHER, husband and wife, First Party as Grantor, and the said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, as Second Party, Grantees, the parties hereto respectively have signed this instrument this _,;Z2 4b day of 56P76,-4:2 tZ_ 1991. ROSALIND G.ERSPACHER... 2R 6v K' . 1FONG 7 LAURA A. KNIFONG BEATRICE MASUEN - WITNESS - J - UNTY COB� BUILDING DEPT FEB 0 7 1992 9(-49726 State *01 California ) County of �, ) personally On -9 before me, appeared (ally },own tome (or proved to me on th basis of satisfactory evidence) to be the person(s) whose namc(s) is/arc subscribed to the within inslrumcnt and ac�oti�rlcd d that b 'rume as/hc /their signatvrc the same in his/her/their' authorized capaczty(r�), y on the instrument the persons) or the entity upon behalf of which the person(s) acted, executed thejimsmcnt.DAM HOOLA S an ofFi lal Just• NOTARY PUBIIGCALifORNIA ..jU a m Butte County a My Commission Ex*pires R March 22,11-49:5 Ston urc \ ®.®.BOC7ffi�8.1@se,'S:!'r!i�; sli'.:•...:JiiS END OF DOCUMENT L/dR2h k�il`or'� CoUtINS BUTM IlUILDFES 0 7 1992 COMPUTER METHOD SUMMARY Page 1 C -2R - Project Title.......... Knifong Residence Date........ 01/23/92 Project Address........ Elfran Way --------------------- Paradise Documentation Author... Robert A. Mangrum | Building Permit # | Company................ Paradise Mech. Design | | Telephone.............. (916) 877-3979/877-0602 1 Plan Check / Date � | | Compliance Method...... MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 ------------------------ 1 -------------------- | MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Program -FORM C -2R | 1 User#-MP1342 User -Paradise Mech. Design Run-Knifong Enhanced | _______________________________________________________________________________ ================================================================= = MICROPAS3 ENERGY USE SUMMARY = =----------------------------- Energy ___________________________Energy Use Standard Proposed Compliance = = (kBtu/sf-yr) Design Design Margin = = _______________________ __________ __________ __________ = = Space Heating.......... 28.87 21.81 7.06 = = Space Cooling.......... 20.24 16.87 3.37 = = Water Heating.......... 6.87 6.87 0.00 = = _.... .... .... ... ..... ..... ..... .... .... ..... _..... ..... ..... ..... .... ..... _.... ..... .... .... ..... = = Total 55.98 45.55 10.43 = = = = *** Building complies with Computer Performance *** = ================================================================= GENERAL INFORMATION -------------------- Conditioned __________________ Conditioned Floor # of Area..... 2970 sf Building Type.............. Volume Dwell Thermostat Single Family Detached Building Front Orientation. Type ____________ Front Facing 340 deg (N) Number of Dwelling . Units... 1 ` Number of Building 27432 1.00 Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 1 Conditioned Volume......... 27432 cf Footprint Area............. 2970 Of- Slab-On-Grade fSlab-On-Grade Area......... 0 sf Glazing Percentage......... 19.6 % of FA Average Ceiling Height..... 9.2 ft BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area Zone Type itioned (sf) ______________ _______ _________ (cf) Units _________ _____ Type ____________ (ft) (sf) ______ ----------- ________HOUSE HOUSE . Residence Yes 2970 27432 1.00 Setback 2.0 n/a COMPUTER =============================================================================== SC METHOD SUMMARY # of Frame Open U- Page 2 Surface C -2R Project Title.......... Knifong value Residence ___________ HOUSE Date........ _____ 01/23/92 | _____ MICROPAS3 v3.11 1 File-2KNIFONG 21.0 Wth-CTZ11 Program -FORM C -2R | | _______________________________________________________________________________ 2 User#-MP1342 'User -Paradise Mech. Design Run-Knifong Enhanced Slider | 300 3 Window 50.0 2 OPAQUE SURFACES 0.65 340 4 Window 20.0 2 Area U- Insul _______________ Act 5 Solar Location/ Form 3 Surface 0.65 (sf) value R-val Azmth Tilt Gains Comments Reference 340 ____________ HOUSE ______ _____ _____ _____ ____ _____ ________________ -------------- ____________HOUSE Window 1 Wall 176 0.065 R-19 0 90 Yes Front wall W.19.2X6.16 Metal 2 Wall 464 0.065 R-19 340 90 Yes Front wall W.19.2X6.16 90 3 Wall 392 0.065 R-19 70 90 Yes Left wall W.19.2X6.16 72.0 4 Wall 648 0.065 R-19 160 90 Yes Back wall W.19.2X6.16 Slider 5 Wall 312 0.065 R-19 250 90 Yes Right wall W.19.2X6.16 15 6 Wall 128 0.065 R-19 190 90 Yes Right wall W.19.2X6.16 2 7 Wall 120 0.065 R-19 300 90 No to garage W.19,2X6.16 0.65 8 Roof 2380 0.029 R-38 0 0 Yes attic R.38.2X12.24 9 Door 20 0.330 R-2 340 90 Yes front door None 10 Door 17 0.330 R-2 0 90 Yes front door None 11 Door 20 0.330 R-2 340 90 No to garage None 12 Floor 2970 0.037 R-19 0 0 No to crawlspace FC19.2X8.16 GLAZING SURFACES -------------------- Area _______________ SC Area # of Frame Open U- Act Surface (sf) Panes Type Type value Azmth ___________ HOUSE _____ _____ ________ ______ _____ _____ 1 Window 21.0 2 Metal Slider 0.65 0 2 Window 20.0 2 Metal Slider 0.65 300 3 Window 50.0 2 Metal Slider 0.65 340 4 Window 20.0 2 Metal Slider 0.65 0 5 Window 20.0 2 Metal Slider 0.65 O 6 Window 25.0 2 Metal Slider 0.65 340 7 Window 12.0 2 Metal Slider 0.65 340 8 Window 43.5 2 Metal Slider 0.65 50 9 Window 13.5 2 Metal Slider 0.65 0 10 Window 13.5 2 Metal Slider 0.65 90 11 Window 96.5 2 Metal Slider 0.65 160 12 Window 72.0 2 Metal Slider 0.65 160 13 Window 88.0 2 Metal Slider 0.65 160 14 Window 20.0 2 Metal Slider 0.65 250 15 Window 26.5 2 Metal Slider 0.65 190 16 Window 17.5 2 Metal Slider 0.65 300 17 Window 17.5 2 Metal Slider 0.65 160 18 Skylight 6.0 2 Metal Fixed 0.58 340 SC Interior SC Glass Shade Gls+ Tilt ____ Only _____ Type __________ Shade -------- ____90 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 90 0.77 None 0.66 0 0.77 none 0.77 MELI COMPUTER METHOD SUMMARY Page 3 C-217.: =============================================================================== Project Title...,...... Knifong Residence Date........ 01/23/92 =============================================================================== 1 MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Program -FORM C -217Z � | User#-MP1342 'User -Paradise Mech. Design Run-Knifong Enhanced | _______________________________________________________________________________ OVERHANGS AND SIDE FIN','-'- --- Window -- INE THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments _______________ ______ _____ _____ ________ ________ ---------------------------- HOUSE _________________________HOUSE 1 InteriorHorz 216 1.0 24.0 0.67 R-0.0 tile: kitchen & baths 2 InteriorVert 126 4.0 21.0 0.59 R-0.0 fireplace: living room HVAC SYSTEMS --------------- iv! i I J. a-1 LA M ___________Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ________________ ____________ _____________ _______ -------------- HOUSE _________HOUSE Gas 0.750 SE Crawlspace R-5.79 0.835 AirCond 12.00 SEER Crawlspace R-5.79 0.868 WATER HEATING SYSTEMS _____________________ Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Credits __________ ____ _____ _______ ___________ ______ ____________ ________ ----------- Water _______Water Heater to meet minimum CEC Standards ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Hght _____ Wdth _____ Dpth ____ Hght ____ Ext ____ Ext ____ Ext ____ Dpth ____ Hght ____ Ext ____ Dpth ____ Hght ------- ___HOUSE ___________ HOUSE _____ 1 Window 21.0 4.6 4.1 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.6 4.1 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 50.0 4.6 4.1 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4.6 4.1 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 5.0 3.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 25.0 5.0 3.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 6.0 1.0 3.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 43.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 13.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 13.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 96.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 72.0 6.0 3.0 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 88.0 5.1 4.1 2.0 0.5 n/a n/a n/a n/a n/a` n/a n/a n/a 14 Window 20.0 5.1 4.1 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 26.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 17.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 17.5 5.1 3.8 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments _______________ ______ _____ _____ ________ ________ ---------------------------- HOUSE _________________________HOUSE 1 InteriorHorz 216 1.0 24.0 0.67 R-0.0 tile: kitchen & baths 2 InteriorVert 126 4.0 21.0 0.59 R-0.0 fireplace: living room HVAC SYSTEMS --------------- iv! i I J. a-1 LA M ___________Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ________________ ____________ _____________ _______ -------------- HOUSE _________HOUSE Gas 0.750 SE Crawlspace R-5.79 0.835 AirCond 12.00 SEER Crawlspace R-5.79 0.868 WATER HEATING SYSTEMS _____________________ Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Credits __________ ____ _____ _______ ___________ ______ ____________ ________ ----------- Water _______Water Heater to meet minimum CEC Standards COMPUTER METHOD SUMMARY Page 4 C -2R =============================================================================== Project Title.......... Knifong Residence Date........ 01/23/92 | MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Program -FORM C -2R | 1 User#-MP1342 `User -Paradise Mech. Design Run-Knifong Enhanced | _______________________________________________________________________________ SPECIAL FEATURES/REMARKS / ^ HVAC SIZING =============================================================================== Page J. HVAC Project^Title ........... Knifong Residence Date........ 01/23/92 Pro^ect Address........ Elfran Way ---------------------- -------------------- Paradise Paradise � | Documentation Author... Robert A. Mangrum | Building Permit # � Company................ Paradise Mech. Design | | Telephone.............. (916) 877-3979/877-0602 | Plan Check / Date | Compliance Method ...... | MICROPAS3 by Enercomp, Inc. | Field Check/ � Date | ClimateZone........... 11 ..... ... ..... .... .... ........ .... -........ .......... ..... ......... ..... ... ..... .... .... =============================================================================== | MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Program-HVAC SIZING } | User#-MP1342 User _... ..... _..... ..... .... ____________________________________________________________________ -Paradise Mech. Design Run-Knifong Enhanced | GENERAL INFORMATION Floor Area................. 2970 sf Volume..................... 27432 cf Front Orientation.......... Front Facing 340 deg (N) Sizing Location............ PARADISE Latitude................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 1 -- Summer Summer Outside Design...... 99 F Summer Inside Design....... 75 F Summer Range............... 34 F Shading Used............... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY ------------------------------------ Heating _______________________________Heating Cooling Description (Btuh) (Btuh) _________________________________ ___________ -------------- Opaque __________Opaque Conduction and Solar...... 13741 6564 Glazing Conduction............... 15128 9077 Glazing Solar.................... n/a 11386 Infiltration..................... 15603 5700 ~ Internal Gain.................... n/a 2100 Ducts............................ 4447 1741 Sensible Load.................... 48920 36569 Latent Load...................... n/a 10971 ___________ ___________ Total Load 48920 47540 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. CEC Maximum output for gas central furnaces only: 1.3 x ( 48920 + (10 x 2970)) = 102206 Btuh Conditioned Floor Area..... 2970 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 340 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... Standard BUILDING SHELL INSULATION .... .... ..... _.... .... ..... ..... .... .... ..... .... ____________..... Component Insul [ype R -value Location/Comments Wall Front wall, Left wall, Back wall Right wall, to garage Roof ic Door ront door, to garage FlJ L.I. OR 1 t o crawlspace GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading O�erhang Type ��� Window Front (N) 161.5 2 None None Yes Metal Window Front (NW) 37.5 2 None None Yes Metal Window Left (NE) 43.5 2 None None Yes Metal Window Left (E) 13.5 2 None None Yes Metal Window Back (S)300.5 2 None None Yes Metal Window Right (W) 20.0 2 None None Yes Metal Skylight Horz 6.0 2 none None % 00 THERMAL MASS ccli ------------ ���" �|�T^ Area Thickness Hard Surfaced/ -ID Type (sf) (in) Exposed ------ ---- ----- _____ ______ _________ ______________ ��-_ ________ InteriorHorz 21 6 1.0 Yes tile �h�n & baths IrteriorVert 126 4.0 Yes fire) a ing room C6 1' C; OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Knifong Residence Date........ 01/23/92 Project. ....�.. Elf -an Way --------------------- Paradise Documentation Author... Robert A. Mangrum | Building Permit # | Design | � Telephone.............. (916) 877-3979/877-0602 � Plan Check | / Date | | Compliance Method...... MICROPAS3 by Enercomp, Inc. | Field Check/ Date | Climate Zone........... 11 --------------------- =============================================================================== | MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Prpgram-FORM | User# - IPL 342 User -Paradise Mech. Design Run-Knifong Enhanced � _..... ... GENERAL INFORMATION Conditioned Floor Area..... 2970 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 340 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... Standard BUILDING SHELL INSULATION .... .... ..... _.... .... ..... ..... .... .... ..... .... ____________..... Component Insul [ype R -value Location/Comments Wall Front wall, Left wall, Back wall Right wall, to garage Roof ic Door ront door, to garage FlJ L.I. OR 1 t o crawlspace GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading O�erhang Type ��� Window Front (N) 161.5 2 None None Yes Metal Window Front (NW) 37.5 2 None None Yes Metal Window Left (NE) 43.5 2 None None Yes Metal Window Left (E) 13.5 2 None None Yes Metal Window Back (S)300.5 2 None None Yes Metal Window Right (W) 20.0 2 None None Yes Metal Skylight Horz 6.0 2 none None % 00 THERMAL MASS ccli ------------ ���" �|�T^ Area Thickness Hard Surfaced/ -ID Type (sf) (in) Exposed ------ ---- ----- _____ ______ _________ ______________ ��-_ ________ InteriorHorz 21 6 1.0 Yes tile �h�n & baths IrteriorVert 126 4.0 Yes fire) a ing room 1 f ^i ,� `'�� �" .� �,,., � f. - 77 1 �"�J -.�, t..( r - �• r CERTICATE OF COMPLIANCE: RESIDENTIAL Page 4� ProJect Title.......... Knifong Residence 1, ate........ 01/23/92 | MICROFF, AED* 3 v3.11 File-2KNIFONG Wth-CTZ11 Program -FORM CF -1R | | User#-MP1342' User -Paradise Mech. Design Run-Knifong Enhanced | _... _..... _......... .... .... ..... ..... .... ..... ..... .......... .... ___________________________________________.... .... .... __________ ASSUMED HVAC SYSTEMS _ Assumed Duct Duct Assumed System Efficiency Location R_value ....... .... ..... ..... .... ..... ________..... .... .... ..... ..... __.... .... .... .... .... ..... ..... ___ Gas 0.750 SE Crawlspace R-5.79 AirCond 12.00 SEER CrawlEl. JD, ace R-5.79 ACTUAL HVAC SYSTEMS CEC Maximum output for Gas Central Furnaces: 10 6 Btuh WATER PIEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Energy System Type Heat (gal> Blanket (or approved equal) Credits Meets CEC Minimum n/a n/a Yes State TV-50-NKRT-R16 None SPECIAL FEATURES/REMARKS _..... ..... .... ........ ... .... ____ Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) .... .... ..... _..... _..... ..... ..... ... .... ..... _..... Heatingzi95000 _ ______..... .... ___ Cooling 59000 Cooling Coil — Cnk1 CEC Maximum output for Gas Central Furnaces: 10 6 Btuh WATER PIEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Energy System Type Heat (gal> Blanket (or approved equal) Credits Meets CEC Minimum n/a n/a Yes State TV-50-NKRT-R16 None SPECIAL FEATURES/REMARKS _..... ..... .... ........ ... .... ____ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Froject Title.`......... Knifong Residence' Date........ 01/23/92 =============================================================================== ' | MICROPAS3 v3.11 File-2KNIFONG Wth-CTZ11 Program -FORM CF -1R | | User#-MP1342 User -Paradise Mech. Design Run-Knifong Enhanced } _______________________________________________________________________________ COMPLIANCE STATEMENT ---------------------- This ___________________ This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER OWNER Name,... Name.... Larry Knifong Company. Company. Owner/builder Address. ' Address. Elfran way Paradise CA 95969 Phone... Phone... 877-6244 License. Signed Signed (date) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Name Company. Paradise Mech. Design Title... Address. 390 Starlight ct Agency.. Paradise, CA. 95969 Phone... (916) 877-3979/877-0602 Phone... Signed Signed (date) ENFORCEMENT AGENCY (date) A 41 REQUESTED 8Y LARRY W. KNIFONG WHEN RECORDED MAIL TO: LARRY W KNIFONG 92-009320 92•-05310 ` Roo Fee 20.00 OVE 1.00 7020 1 Check 21.00 SKYWAYRecorded PARADISE, CA 95969 OttRecords I Count County of I Butte I Candace J. Grubbs I Recorder 1 8t33am 4 -Mer -92 I PUBL HX 6 MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX =No I INA&M X CornpuW an M oommwamn at valve d popery morweye4 on same as above Co wiw m M oomwasum of valve Ya I" or ahwaremim ( raw,rro al am d ave. Q ! Ar 3 9 ThA rrnflArAlanad nrAnlnr r adarma SlpnaLra of DMar" or Ap l Womb 1% to _ Fm Nam EASEMENT DEED FOR A VALUABLE CONSIDERATION, receipt of which Is hereby admowledped, MATTHEW A. GERSPACHER AND ROSALIND GERSPACHER, HUSBAND AND WIFE does hereby REMISE RELEASE AND FOREVER OUITCLNM to LARRY W. KNIFONG AND LAURA A. KNIFONG, HUSBAND AND WIFE, AS JOINT TENANTS the real property In the UNINCORPORATED AREA County of BUTTE . State W Canlbrna, deeorttied as SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF THIS DEED IS BEING EXECUTED IN ACCORDANCE AND PERSUANT TO THAT CERTAIN 'AGREEMENT RESPECTING USE OF WELL', RECORDED OCTOBER 2,1991 BUTTE COUNTY RECORDERS SERIAL 091- 040726 WHICH IS ATTACHED HEREWITH AS EXHIBIT B. 'THIS IS A CONVEYANCE OF AN EASEMENT AND THE CONSIDERATION AND VALUE IS LESS THAN $100.00, R dh T 119111.- Dated 1911 Dated 2-26-92 STATE OF CALIFORld� }ere COUNTY OFF µ,�►6( 1 On _ 9 L IaM>se pae�ona�'�•ppsarad 1w7adsmris personalty known to "w (a povsd to me On the bub of selnfaetory avlderleo) to he the pa so Is) whose names) ware auburibod to err w[t hh ImV maM and asknowWgW to me that IhWsh*Vwy emoulod She same m hwMrflheh aulhoUed apaoltypse), and that by 1110wMolr Wnaturs(s) On ft kntrumerM the person(.) of 00 eMlty upon bahaM of which the persona) aote4 eaacuted the hatrumpt WITNESS nri hard and oflictal seal. Sgneluro---- .ay.a;a t r maroftwtou Q u Iqt sun i • •weeeeeee e?'iTtl7ily't1�ue■ PTIM, 77,v ,, T ... 92-09320 SIERRA WEST SURVEYING LICENSED LAND SURVEYING i $437 Black Olive Drive - Paradise, CA 93969 i Phone: (916) 8776233 — February 21, 1992 EASEMENT DESCRIPTION FOR i LARRY KNIFONG All that certain real property situate in the County of Butte, State of California, described as follows: An easement 'for the construction and maintenance of water lines and any all appurtenances appertaining thereto over a portion of Parcel 1, as shown on that certain Parcel Map for Eldon H. Campbell, which map was filed in the Office of the Recorder of the County of Butte, State of California on February 27, 1985 in Book 98 of Parcel Maps at Page 95 and more particularly described as follows: A strip of land 12.00 feet in width lying 6.00 feet on each side of the following described centerline: BEGINNING at a point in the South line of said Parcel 1, which point bears South 89* 56' 17" West, 532.04 feet from the Southeast corner of said Parcel 1, thence from said Point of Beginning North 00' 03' 43" West, 43.36 feet to an existing water well, said water well being the center of a 15.00 foot radius circle, the parcel of land included within the circumference of said circle being a part of this easement. Said easement is for the benefit of and appurtenant to the land described in the Deed recorded on March 26, 1991 under Butte County, California Recorder's Serial No. 91-011239, and shall Inure to the benefit of and may be used by all persons who may hereafter become the owners of said appurtenant property. l p UND\ Gordon L. Shields L. S. 3346 EXPIRES 6-30-92 ...,bui:.SL4,.,:1il..xu61 V �:i,�IL.tiiiML'.K)IJll61\ li. iltp�tiilVillly.SlfdYtld�l�li�Li::n�ihSdeSi?ti,�diir21�'4[Yr'asitiwGrifa4 .�w.�., �rw�wranlis0aa3kasMU"A►tL:fC�lM7.i1fWi1,�6f.E5iL8i1uZuul:e-;.': FXHIBIT "B" ATPAcHFD 70 FASEWM DEED Di1TFD 2-26-92. MbfflCOr'tied return to: Larry W. Knifong f 5285 Xeno Place i Paradise, CA 95969 ►,91-09320 fi 91-4012 91-0+0786 1 Rea Fee Recorded Official Records County of Butte Candace J. Grubbs Recorder 8102am 2 -Oct -91 AGREEMENT RESPECTING USE OF WELL 0 F Check This agreement made and entered into between MATTHEW A. I i GERSPACHER and ROSALIND GERSPACIIER, husband and wife, First Party, the owner of Parcels 1 and 2, described in that certain Grant Deed dated March 6, 1991 from ELDON H. rAMPBELL and FRANCES E. CAMPBELL, husband and wife, as Grantors to said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER as Grantees therein recorded March 26, 1991 of serial number 91-011243 official Records of the County of Butte, State of California, and LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Second Party, owners of Parcels 1 and 2, described in that certain grant deed dated March 6, 1991 from ELDON H. I CAMPBELL and FRANCES E. CAMPBELL, husband and wife, as Grantors to said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Grantees therein recorded March 26, 199t on serial number 91-011.239, Official Records of the County of Butte, State of California; and, WHEREAS the said First Party and Second Party herein above referred to have caused a water well to he duy on the above ref.orrm.nd parcel l of First. Party heroin conti.gunus to t:L'o above rr-fer.enced parcel l of Sec:()td Party herein, and said First. Party and 5e,:rnnd Party havo shay-nd ognally In the cost: of digging Bald writer w,:ll and ayrr:e t,:, share mutually and equally and equitably In its hnneflt.ri and In the maiintonani:e thvroOf fur• IAW"uu•!1\-!4 and their Y4 DD4 i This agreement made and entered into between MATTHEW A. I i GERSPACHER and ROSALIND GERSPACIIER, husband and wife, First Party, the owner of Parcels 1 and 2, described in that certain Grant Deed dated March 6, 1991 from ELDON H. rAMPBELL and FRANCES E. CAMPBELL, husband and wife, as Grantors to said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER as Grantees therein recorded March 26, 1991 of serial number 91-011243 official Records of the County of Butte, State of California, and LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Second Party, owners of Parcels 1 and 2, described in that certain grant deed dated March 6, 1991 from ELDON H. I CAMPBELL and FRANCES E. CAMPBELL, husband and wife, as Grantors to said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, Grantees therein recorded March 26, 199t on serial number 91-011.239, Official Records of the County of Butte, State of California; and, WHEREAS the said First Party and Second Party herein above referred to have caused a water well to he duy on the above ref.orrm.nd parcel l of First. Party heroin conti.gunus to t:L'o above rr-fer.enced parcel l of Sec:()td Party herein, and said First. Party and 5e,:rnnd Party havo shay-nd ognally In the cost: of digging Bald writer w,:ll and ayrr:e t,:, share mutually and equally and equitably In its hnneflt.ri and In the maiintonani:e thvroOf fur• IAW"uu•!1\-!4 and their successors in interest; 92-03310x-40 266 NOW THEREFORE, the said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, hereby grants to the said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, and undivided one-half (1/2) interest in and to the well hereinabove referred to and a circle thirty (30) feet in diameter extending a radius of fifteen (15) feet from the center of said well and the pump thereon and the water therein, now located in and upon said parcel 1, hereinabove referred to, of the Grantor herein MATTHEW A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, for the use and benefit jointly with the said Parcels 1 and 2 of the Grantor herein (hereinafter called the servient tenement) and Parcels 1 and 2 hereinabove referred to of the said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, the grantee herein, (hereinafter referred to as the dominant tenement). GRANTING ALSO, an easement in and upon the said servient tenement for the benefit and use of the said dominant tenement to enter upon the said servient tenement and to construct maintain and use therein pipes to draw water from said well and carry said water on and over said servient tenement to the dominant tenement, in the i event either party transfer title in any manner, before transferring title, both parties agree to pay for drawing .+ legal description for the well and easement fr.,r water linea and maintenance an outlined herein, and grant ranch e,inement from party one to party two, and record ria i,t dru%umt•nt . V. 91-09310 1-10126 SQ The easement which the Grantees herein expressly accept and agree to by accepting this Deed, shall run with the land and shall further be deemed and contructed as a.servitude over and upon the servient tenement of the Grantor for the benefit of the dominant tenement herein and shall inure to the benefit of and be binding upon the parties hereto, their heirs and assigns and shall not inure to or serve or benefit any other lands than the respective servient and dominant tenements herein. IN WITNESS WHEREOF the said MATTHEW A. GERSPACHER and ROSALIND GERSPACHER, husband and wife, First Party as Grantor, and the said LARRY W. KNIFONG and LAURA A. KNIFONG, husband and wife, as Second Party, Grantees, the parties hereto respectively have signed this instrument this - 92 '0 day of $EPfEM 7CR , 1991. f ERSPACRER MATMEW ROSAI,TND GERSPACHER RN' W. KKIFONG LAURA A. KNTFONf1 p BFATRICF MASUFN - WITNESS f,� '' • S ret :'.e •• 92-09320 State of California county of, "" ) i On —1--2" before me, • personally appeared — personally Imown tome (or piovcd to me on Udbasis of sadsfactory(evidence) to be the person(s) whose namc(s) islare subscribed to the within instrument and aclmowlodged to me that he/shelthey exocuted the same in his/her/thelr authorized eapacity(ics), and that by his/her/their signaturc(s) on the instrument the person(s) or the cndty upon behalf of which the person(s) acted, exocutcd the ins mcnt. • S an ft al seal. DAMMUouMY • ! iqr �wsnuisoi.,,► S • SIgO re (Scal) j@among@@i ienaW S END OF DOCUMENT END OF DOCUMENT -- • r JOB NUMBER » 91`1(I'9 r, STRUCTURAL CALCULATIONS FOR. PROJECT )>RESIDENCE NAME %:>LARRY KNIFGNG ADDRESS'»BUTTE COUNTY; CALIFORNIA DATE >> 2/10/92 BRUNG AND HAW INS - ENGINEERING 26 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (916) 995-1125 NOTE: RENU p r T i n R n ut_�_ - , a 9Y G � hEr,S. NO JUDGEMENT Gn OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. %1-�6-5c crt,/ (:fS f1-, U) efi // 919Z No. 1 t369 0 I ; I JCi V 5.. C: iii. L (il. ` �it� 1%�S .{. % Z (/✓ / �� {ii�� a S ov, ry S.e� `po . 3 -1 o 0 ------------------------------------------------------------------------ REV 12-16-91 CANTILEVERED CONCRETE RETAINING WALL -----------------------------------------------------------------,------ DESCRIPTION ))KNIFONG RESIDENCE --------------LOADING--------------{-----------DESIGN STRESSES ---------- AXIAL DEAD LOAD ) .220 },!Pb/FT ,Fy ; 40.000 K: -I AXIAL LIVE LOAD ) .304 KIPS/FT :F'c ) ?.5'?(I KSI EFF' ) , c136 ,CF 1 r,� > IS. 824 -rURr,7mlCLE SURCHARGE) .000 KIPS :SOIL PR-SSE 1,560 v. F -------------------------------WALL DATA -------------------------------- RETAINED HEIGHT (H) f 30.000 FEET WALL HEIGHT > 3.500 FEET ADDITIONAL HEIGHT DUE TO SURCHARGE > .000 FEET WALL THICKNESS (t) ) 6.0(110 INCHES DEPTH TO REINFORCING (d) ) _.000 INCHES bid"2 ')l'_iS.: 4 -------------------------------------------------------- REV 7-29-91 CANTILf'JERED CONCRETE RETAINING WALL ----------------------------------------------7------------------------- DESCRIPTION %)KNIFONG RESIDENCE )) i; kit) ------------ -------- TRANS4'ERSE FOOTING R,INFORCEMENT-------------------- HEEL LENGTH ) .500 FEET M ) .041 FT -KIPS FACTOR ) 1.700 Mu ) .070 FT -KIPS Mn ) .072 FT -KIPS B ) 12.0110 INCHES D 2.000 1NCHE6 BtD''2 762.000 IN17 Rn % 1.217 PSI (Mn,!B*#D'2> Fy ) 40.000 KSI t: F'r. ) 2.50.,0 KSI ffI P MIN .0000 As MIN . 0+?4 IN°2 -------------------LONGITUIDINAL FOOTING REINFOnCEMENT=------------------ As MIN .417,2 IN -`2 .-----------------------------LATERAL SLIDING ---------------------------- LATERAL FORCE AT BASE ) .1621 -KIPS/FT r LATERAL SLIDING COEFFICIENT ) :250 .219 KIPS/FT LATERAL SLIDING RESISTANCE ) 000 . 000 KIPS/FT ALLOWABLE LATERAL BEARING ) .150 KSF/FT DEPTH LATERAL' BEARING RESISTAir'CE ) .150 KIPS/FT NET RESISTANCE .3169 KIPS/FT FACTOR OF SAFETY ) ' 2.272 SHE.u.R KEY NOT REO,ljIRE11 SHEAR KEY MUST PROVIDE % ' -,125 KIPS LATERAL Kc. STANCE EO DEPTH OF SHEAR KEY ) 5.292 FEET HEAR KEY REQUIRED DEPTH ) -;.993 INCHES ------------------------------------------------------------------------ REV 12 -ib -91 CANTILEVERED CONCRETE RETAINING WALL ------------------------------------------------------------------------ DESCRIPTION }>KIdIr'CNo RESIDEtJCE --------------LOADING--------------{-----------DESIGN STRESSES-------=-- AXIAL DEAD LOAD > .220 KIPSIFT ;Fy % 40,400 KSI AXIAL LIVE LOAD > ,304 KIPS/FT :F'c > 2.500 KSI EFP } .06 KCF 1m > 19,924 VEHICLE SURCHARGE} .11611 KIPS :SOIL PRESSURE > 1,5100 KSF -------------------------------WALL DATA -------------------------------- RETAINED HEIGHT (H) > 5.000 FEET WALL HEIGHT 5.5100 FEET ADDITIONAL HEIGHT DUE TO SURCHARGE } .000 FEET. HALL THICKNESS (t) 6,000 INCHES DEPTH TO REINFORCING (d) > 3,5110 INCHES bRd^2 > 147.000 IN"3 ------------------------------FOOTING DATA-------------7---------------- TOE LENGTH ) 5!111 FEET SAFETY FACTOR } 3.10: r� �r = r: r• PRESSURE nn- HEr! LENGTH > 1:566 FEET SOIL PRESSURE > .990 MINIMUM FOOTINS LENGTH> FEET ACTUAL FOOTING LENGTH (L) > 2:500 FEET• FOOTIP!G DEPTH > 12.000 INCHES ----------------------------DESIGN STRESSES----------------------------- LATERAL FORCE (P) > .450 KIPSIFT CH'2/2fEFP% DESIGN MOMENT AT BASE (M) } .75+1 FT -KIPS Mu } 1.2%5 FT -KIPS tMa1,7} Mn % 1.417 FT -KIT'S <..Mu/,9% Rn % 115.646 PS ;Mn/B$D"2> BY CALCULATION p } ,611.311 As % .166 IN"2/FT MINIMUM REINFORCING REQUIREMENTS VERTICAL As MINIMUM % .1t19 IN ./FT C.0fll5ht> HORIZONTAL As MINIMUM f .190 INA//FT \:.0025ht> ----------------------------WALL REINFORCING ---------------------------- VERTICAL :OK> NO. 4 AT 14 IN. O:C. As % 171 INA iFT HORIZONTAL <OK> NO. 4 AT 13 IN. O.C. As } .195 IN` -0 -,/FT ----------------------OVERTURNING AND `;1?IL PRESSURE --------------------- OVERTURNING MOMENT (OTM) > .750 FT -KIPS ALLOWABLE SOIL PRESSURE 1. J.. KSF SOIL LIGHT % 11!1 K C F ARM MOMENT ------------------------------------------------------------------------ P AXIAL .220 KIPS .750 FEET .165 FT -KIPS WALL ,413 KIPS 75-A FEET .1109 FT -KIPS SOIL .925 KIPS 1.750 FEET 1.444 FT -KIPS ��r vIr, = -ro Err s is TG .3/5 r._rS 1,_J! , rT .469 Fi-r,IF'S ------------------------------------------------------------------------ £W ? 1.933 KIPS £M > 2.397 FT -KIPS £M/OTM ECCENTRICITY (e) > 357 FEET CA/2-(£M-OThil£W)} L/6 > .417 FEET L' % 2.690 FEET —3 L/2 -e> REST TANT 14ITHIN MIDDLE THIRD OF FOOTING t• ny nr r: -r-a r,r t rnt� i tel% M X IMUI- SOIL fRC]`J�RC r 9171 F:,:�F t'EW/A } nl`IF('+e/A .. 0 ------------------------------------------------------ RE4' 7-29-91 CANTILEVERED CONCRETE RETAINING WALL DESCRIPTION iiKNIFONG RESIDENCE ii ,i!inl --------------------TRANSVERSE FOOTING REINFORCEMENT-------------------- HEEL LENGTH ) 1.500 FEET M i '",019 FT -KIPS FACTOR > 1.700 Mu 1.052 FT -KIPS Mn :? 1,1169 FT -KIPS [� > 12.000 PICHES Q ? L'�:!!i INCHES Q$Q`': 728,606 IP,`'. Rr, 16.262 PSI (Mn/f DAL,i FY i 40.000 KSI F'c i 2,500 KSI c i, 1;.824 P MIN' i ,i!{!11!5 AS MIN i .059 INAn -------------------LONGITUDINAL FOOTING REINFORCrMENT------------------- As MIN 720 IN -*%2 -----------------------------LATERAL GLIDING---------------------------- LATERAL FORCE AT BASE .450 KIPS/FT LATERAL SLIDING COEFFICIENT i .250 .458 KIPS/FT LATERAL SLIDING RESISTANCE i 1000 .000 KIPS/FT ALLOWABLE LATERAL BEARING ? 150 KU 'F; uEPTH LATERAL BEARING RESISTANCE i .150 KIPS/FT NET RESISTA'ICE .668 KIPS/FT FACTOR OF SAFETY 1.351 SHEAR KEY REQUIRED! SHEAR KEY MUST PROVIDE .11!67 KIPS LATERAL Rr0ISTA'tdCr EO DEPTH OF SHEAR k;E`i i 6..664 FEET SHEAR K Evl REOJrnr DEPTH 8OINCHES IRE: o a 7 ------------------------------------------------------------------------ REV 12-16-91 CANTILEVERED CONCRETE RETAINING WALL ------------------------------------------------------------------------ DESCRIPTION );•KNIFONG RESIDENCE --------------LOADING--------------!-----------DESIGN STRESSES ---------- AXIAL DEAD LOAD i .220 KIF'S/FT )Fy > 40.000 KST � AXIAL LIVE LOAD > .304 KIPS/FT :F'c ) 2.500 KSI 7 EFF' ; .0:6 KCF.!r! ) 16.824 VEHICLE SURCHARGE? ..000 KIPS .SOIL PRESSURE ? 1.500 KSf -------------------------------WALL DATA -------------------------------- RETAINED HEIGHT (H) 7.006 FEET ✓ WALL HEIGHT EET / ADDITIONAL HEIGHT DUE TO SURCHARGE - LtiI�U FEET WALL THICKNESS It) 6.000 INCHES DEPTH TO REINFORCING (d) ? 3.566 INCHES btd''2 ) 147.000 IN`3 ------------------------------F"OTING DATA------------------------------ TOE LENGTH > 1.600 FEET SAFETY FACTOR 2.192 HEEL LENGTH 2,066 FEET SOIL PRESSURE I.'72 MINIMUM FOOTING LENGTH FEET ACTUAL FOOTING LENGTH IL) > 3.580 FEET FOOTING DEPTH ) 12.000 INCHES ----------------------------DF' ti --------------- ----------- p LATERAL FORCE (P) > 882 KIPS/FT ;H"'_/2REFF') DESIGN NONENT AT BASE iMi ') 2.058 FT -1,_ M :.499 FT -KIPS Mil .7) Mn 887 z - Rn 317,33' PSI CMn/BtD`,2 BY CALCULATION p ) .0006 As.30- IN"..FT MINIMUM R'EINFORt, 6'EUUIREFEi1 - 4chTiCA r.5 MINIMU 1?8 I?,' rT ,;Qiii_,ut) HORIZONTAL As HTNIMUM ) I8! IN^2/FT M025bti ----------------------------WALL REINFORCING---------------------------- VERTICAL 1.IU Na. 5 . AT Iii N. O.C. I- =7� lid::_ -- Hi R17ONTAL 1T 17 T.'C An -T M. ----------------------OVERTURNING AND SOIL PRESSURE---------------------- OVERTURNING NONEIN'TFiTN) : 2.058 FT -KIPS ALLOWABLE SOIL PRESSURE } !.500 K S F SOIL WEIGHT ) .116 JvxCF W ARM MOMENT ------------------------------------------------------------------------ n ��- i nr• -nc r- KIPS P AY,InL .22A KIPS 1.210 FEET 275 rl-P,IrS WALL _eJ r,IF'D I L5V FE -i .703 FT -P.. SOIL 1.540 KIPS 2.5UCs FEET 7).850 FT -KIPS rTr cnr K T -!� .JIt. NIPSv x.750, FEET .91`r Fl-%IF'S ------------------------------------------------------------------------ EW ) 2.048 KIPS EH ) J.FT-KIPS EN/0TM i 2.792 ECCENTRICITY (e)) 405 FEET ;ail -(LM -OI /EW)) L/6 ) .583 FEET L' ) 3.886 FEET .3EL/2-0 RESULTANT WI Irl. MIDDLE THIRD OF FOOTING n PREF r: .. � - i!,�!"W IA L _ rne5 ,) 1 r .'7Z ;,ar •:ar,iA 6ae�JTMgr/A`'2) ----------------------------------7------------------------------------- F.EV 7-29-91 CANTILEVERED CONCRETE RETAINING WALL ---------------- --------------- %>KNIFONG RESIDENCE y f)0 , --------------------TRANSVERSE FOOTING REINFORCEMENT-------------------- HEEL LENGTH % 2.00(! FEET M % 1.540 FT -KIPS FACTOR > 1.700 Mu > 2.618 FT -KIPS Mn > 2:909 FT -KIPS E > '12.000 INCHES D % 0.000 INCHES [14D`2 % 768.000 IN`'3 Rn % 45.451 PSI llMn/BYD'2> Fy % 40.000 KSI F'c > 111. 500 KSI m > 18.824 P MIN > .0011 As MIN > .147 IN`4 -------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- As MIN % 1.008 IN"2 -----------------------------LATERAL SLIDING ---------------------------- A7r FORCE AT BASE > .882 KIPS/FT LATERAL SLID' u L'OrFFICir.1 i 25-0 .-NT712 nIro/ T LATERAL SLIDING RESISTANCE % 000 .000 KIT'S/FT ALLOWABLE LATERAL BEARING i .150 SF/FT DEPTH LATERAL BEARING RESISTANCE % .150 KIPS/FT NET RESISTANCE :% 862 KIPS/FT FACTOR OF SAFETY :% 171 SHEAR KEY REQUIRED! SHEAR Kc! MUST PROVIDE > .461 KIPS LATERAL RESISTANCE EO DEPTH OF SHEAR KEY7.396 FEET SHEAR KEY REQUIRED DEPTH > 4.9$8 INCHES 9 FW �.s«r�rc,rTy (4, FOA) D(- 0J\JbY re (n -Pow r �5 h ov, I . Rel�� �� � ra.r►vla�r Ca I z U✓►drs'Nr62Gc -ro Zu cl r 9 N a -r'rz H rem I! 3 G �- K,,-y tle-ri gu Cavf�� �2J�2.V�-� Cov�C✓e'`'e �'eta�Hfh� w� ivd1Na1 ►h5 s1v w6p— ✓GI Vl Gj r Jn WIN d S + '6 -1- r L o W Y ' u3r_o �► 3" �¢� Ig`lo � �4-�. 13uoc_ -= 3--+�4- 35�� o' VIZ.14"0-(,. .44a (3''o G. — 4 -•.t-4 a (1' # 4 e 28"a. 2 a ------_________________________________- REV 12-19-91 > 2.000 CANTllEVEK[U MASONRY RETAlH06.WALL P _____________________________________ DESCRlPll8N >>KN[FONG RESIDENCE FT. >}PARADISE/ CALIFORNIA KlPS/FT ------------------------------- > .NN LOADING ----------------_ P AX{AL DEAD LOAD > .220 KIPS/FT AXIAL LIVE LOAD > .304 KlPS/FT EFP >� .036 KC M VEHICLE SURCHARGE) FT -KIPS .600 KIPS . > .000 --------------UESl6N M STRESSES ----------------------------- FT -KIPS SOIL 1 .VVV FT. H ALLOWABLE SOIL PR[SSUR[ FT-KlPS > \.500 KSF ' MASONRY CONC8ETE f'm } 1.500 KS[ f'c > 2.500 KSl Em > 1125000PSl fy > 40.006 KSI Fs > 20.000 KS[ Es > 30660000PSl SPECIAL INSPECTION (Y/N)? > N m > 0.624 n � > 26.66J Fb MAX (WALL U > .248 KS[ Fb MAX (WALL 2) > .248 KS{ ' Fa (WALL 1> > .150 0l <������lG0> — Fa (WALL 2) > .149 KSl <BAS[D ON WALL H[IGHT> --------------------WALL DATA ---------------- NALL COMPONENTS STEHWALL ' > .OVV FT. TO .000 FT. WALL \ > .NN R. TO 2.000 FT. WALL 2 > 2.000 FT. TO 7.000 FT. TOTAL HEIGHT > 7.000 FEET STEMNALL:t > .000 IN, P STEHNALL > .000 KIPS/FT d > - 1000 TN. NALL1 It > 11.6115 TIN. P WALL l > .�� Kl��FT d > Y.NN IN. WALL2- :t > 7.625 IN. P WALL 2 > .3 6 5 K[PS/FT d > 5.�. IN. ------------ ACTIONS --- -------- LATERAL LOADS ACTING ON WALL H7 > 2.000 Fl. P > .450 KIPS/FT HT > .NN FT. P > .8`62 KlPS/FT H7 > .NN Fi. P > .Orz KIPS/FT MOMENTS ACTlN6 ON WALL HT > 2.6.00 FT. M > .756 FT -KIPS HT > .000 FT. M > 2.V58 FT -KIPS HT 1 .VVV FT. H > 2.058 FT-KlPS fZ --=--------------------------- WALL DESIGN -------------------------------- HT > .000 FT. T7 2.000 FT, M 2.058 FT -KIPS B8D"2 % 972,000 IN K % 25.407 PSI Ta % .008 KSI Fa % .150 KSI fb > .234 KSI n % 26.667 2/jk REQUIRED % 9,223 i % ,922 jk > 217 VERTICAL REINFORCING - AS DETERMINED BY DESIGN LOADS USE NO. > 4 BARS AT 16 IN. O.C.---OK--- P .0011 As % .147 IN'': rip .0363 k % .236 .921 2/jk 9.214 MINIMUM VERTICAL REINFORCING f.000/tHt> As > .098 IN"2 '---OK--- MINIMUM HGRI70NTAL REINFORCING P MIN ,000 As MIN % ,132 USE NO. % 4 BARS AT 16 IN. O.C. As :j .147 I;d`'2---OK--- HT > 2.000 FT. TO 7.000 FT. M % 750 FT—KIP'' tit 2 ) 330. 750 Tit K > 21:21.1 PSI fa .004 KSI Fa % .149 KSI fb > .241 KSI n > 26. 667 2/jk REQUIRED > 8.851 jk > 226 VERTICAL REINFORCING - AS DETERMINED BY DESIGN LOADS USE 110. > 4 BARS AT 16 IN. O.C.---OK--- p > .0023 As .147 IP?`'^ np > .067%2 k > 196 2/jk > 7.497 MINIMUM VERTICAL REINFORCING t,6007ibtt> As > 064 IN"2---OK--- MINIMUM HORIZONTAL REINFORCING p MIN > 0ii(i7 As .MIN > .064 Ind; =/FT USE NO. > 4 BARS AT 32 IN. B.C, As > .074 Iid''2 ---0!;--- (3 ----------------------OVERTURNING AND SOIL PRESSURE ---------= FOOTING LENGTH 3.250 FT. S.F. ) 2.171 HEEL tENG�! > 1.251 FT. SP ? 1.44f) TOE LENGTH ) 1.000 FT, FOOTING DEPTH ; 12.000 IN. OVERTURNING M011ENT (0711) 2.058 FT -KIPS ALLOWABLE SOIL PRESSURE ) 1.500 KSF SOIL WEIGHT.110 KCF W ARM MOMENT ------------------------------------------------------------------------- P OL 2� . LO vj r PS 1.312" r FEET .290 T rn ..FI -kir. WALL 1 .223 K 1 P S 1.464 FEET 331 FT -KIPS 765 ,1 1P 1.+in \18FEl r rr-lALL .481 FT -KIPS STEM k:IPS 1.464 FEET FT -KIPS SOIL .961 KIPS 2.609 FEET 2.574 FT -KIPS FTG .486 KIPS 1.625 FEET .192 FT -!;IPS ---------------------------------------------------7-------------------- I ) n EW L,2d� i KIPS r : 1r. 69 :: r,�. FT -)..1r, EM/(?11( % 2..1.11. > 1.5 (O0 ECCENTRICITY (e) ? .569 FEET (A/2-(EM-OTM.+i.Wli L/6 'r .542 FEET L' ) _.169 FEET (3 RESULTANT LIES OUTSIDE MIDDLE THIRD OF FOOTING MAY:IMUM SOIL PRESSURE % 1.440 KSF (2;<(W/L'0 MINIMUM SOIL PRESSURE -.036 KSF --------'--' 7 ---------- FOUTlNG REINFORCING --------------------' H[[L RElNFOkClN6 � ............................... FOOTING HEEL > 1.281 FEET M > .81V FT -KIP" Hu > 1.3 77 FT-KlPS FACTOR > 1 700 Nn > L�� FT-KlPS h > 12.060 IN. d > 8.000 IN, h��2 }�@.�0 l�3 Kn > 23.899 PSl m > 18.824 p MIN > .0V06 As > .Oro I h 2-/FT MINIMUM R[lNFORClN6 NO. 4 BAR'S AT > 42 IN. O.C. NO. 5 BARS AT > 61 IN. O.C. NO. 6 8ARS AT > Y2 lN. O.C. NO. 7 BARS AT > 125 IN. O.C. TOE REINFORCING .................................................. 0E LENGTH > 1.000 FEET HAX SOIL P > 1.440 KSF SOIL P AT WALL > .986 KSF H > .644 FT -KIPS 1.096 FT -KIPS FACTOR > 1.700 Mn > 1.2D FFKlPS b > l2.NN }�. d ) 8.N00 lN. bid ^2 } '169.000 INA' Rn > 19,021 m > 0.824 p MlN > .0005 As > .646 lHA2 MINIMUM REINFORCING NO, 4 BARS AT > 52 IN. U.C. NO. 5 8AKS AT > Ol IN. O.C. NO. 6 00S AT > \15 lN. O.C. NO. 7 BARS AT > 157IN, O.C. LONGITUDINAL FOOTING REINFORCING As MIN > .�6 INA) -----------------------------LATERAL SLIDING-------=--------------------- P LATERAL .682 KIPS/FT LATERAL SLIDING COEFFICIENT > .250 .571 KIPS/FT LATERAL SLIDING RESISTANCE ) .000 .000 KIPS/FT ALLOW-ABLE LATERAL BEARING > .150 KSF/FT DEPTH LATERAL BEARING RESISTANCE > .150 KSF/FT NET RESISTANCE > .721' KIPS/FT FACTOR OF SAFETY > .617 NO GOOD! SHEAR KEY REQUIRED! SHEAR KEY MUST PROVIDE > .602 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH > 6.384 FEET MINIMUM SHEAR KEY DEPTH 7.550 IN. !SHEAR KEY WIDTH > e.000 IN. M > 119 FT-KIPS Mu > .203 FT-KIPS FACTOR > 1,700 Mn > .225 FT-KIPS b > 12.006 IN. d > 4.000 IN. b#d^2 > ly2.000 IN^.; Rn > 14.075 PSI i� p MIP. % .0007530 As > .017 MINIMUM REINFORCING NO. 4 BARS AT > 142 IN. D.C. NO. 5 BARS AT 220 IN. O.C. N0. 6 BARS AT > 312 IN, D.C. NO, 7 BARS AT 425 IN. O.C. Well-cQtrat�e� v-�n u I a.r �a 2 -0, v t< <S �j IV, daylt5�+. �--� i I • �� s cJ • f I gu tit ^ 3 p u w1 _Ay �1011,10 � I(o �2I9Av > dOB 'NUHBtR ))1~91100 STRUCTURAL CALCULATIONS FOR PROJECT »RESIDENCE NAME )')LARRY KNIFONG ADDRESS >')PARADISE, CALIFORNIA DATE >) 12/20/91 BRUNO AND HAWKINS - ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95925 (916) 095-1125 NOTE: REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR OPINION IS RENDERED OR IMPLIED REGARDING ASPECTS OF THIS STRUCTURE NOT SPECIFICALLY NOTED HEREIN. 9 V42 c - �Yot4l 2 i :a �3 c Inv -f �� : ISoo. ps r W,2.Q = �2IZ��04)Set 14- + (�'2,}2) �►% _ ,304-�`�� ----------------------------------------------------- REV 12-16-91 CANTILEVERED MASONRY RETAINING WALL DESCRIPTION ))KNIFONG RESIDENCE ))PARADISE, CALIFORNIA --------------------------------LOADING--------------------------------- AXIAL DEAD LOAD > .220 KIPS/FT AXIAL LIVE LOAD ) .304 KIPS/FT 'EFF > .0360 *KCF VEHICLE SURCHARGE) .000 KIPS ----------------------------DESIGN STRESSES ----------------------------- SOIL ALLOWABLE SOIL PRESSURE > 1.500 KSF MASONRY CONCRETE f'm- ) 1.5000 KSI f'c ) 2.500 KSI Em :> 112500OPSI fy > 40.000 KSI Fs > 20.000 KSI Es > 3000000OPSI SPECIAL INSPECTION (Y/N)^ ) N m ) 18.824 n ) 26.667 Fb MAX > .248 KSI Fa > .150 KSI (BASED ON WALL HEIGHT) -------------------------------WALL DATA -------------------------------- RETAINED HEIGHT (H) > 3.000 FEET WALL HEIGHT > 3,500 FEET WALL H/t RATIO ( 25 - OK ADDITIONAL HEIGHT,.DUE TO SURCHARGE ) .000 FEET NOMINAL WALL THICKNESS > 8 INCHES ACTUAL WALL THICKNESS (t) ) 7.625 INCHES MAX DEPTH TO REINFORCING ) 5.250 INCHES DEPTH TO REINFORCING (d) > 3.800 INCHES bld^2 > 173.280 Lid^3 ------------------------------FOOTING DATA ------------------------------ TOE LENGTH ) .500 FEET SAFETY FACTOR ) 5.564 HEEL LENGTH > .525 •FEET SOIL PRESSURE > .613 MINIMUM FOOTING LENGTH ) FEET ACTUAL FOOTING LENGTH (L) ) 1.660 FEET FOOTING DEPTH > 12.000 INCHES ----------------------------DESIGN STRESSES ----------------------------- P AXIAL ) .524' KIPS/FT (DL + LL) fa > .006 tSI LATERAL FORCE (P) ) .162 KIPS/FT <H"2l2lEFP> DESIGN MOMENT AT BASE (M) > .162 FT-Y,IPS fb ALLOW, ) .238 KSI K = M/bld"2 > .011 KSI 2/jk REOUIRED ) 21.217 j k > .0943 k > .0974 j > .9675 MINIMUM REINFORCING REQUIREMENTS - MASONRY VERTICAL As MINIMUM > .0641 INA2/FT (.0007bt> HORIZONTAL As MINIMUM > .0641 IN^2/FT (.0007bt> SUM OF HORIZONTAL AND VERTICAL REINFORCING SHALL NOT BE LESS THAN .002bt. THIS MINIMUM HORIZONTAL REINFORCING AREA BECOMES: HORIZONTAL As MINIMUM 7 .083 IN^2/FT 5 ----------------------------WALL REINFORCING ---------------------------- VERTICAL NO. > 4 AT 24 IN. O.C. As > .1000 IN^2/FT p > .0021930 k > .288 np > .0504795 j > .904 2/jk ) 7.671 --- OK --- HORIZONTAL N0. ) 4 AT 24 IN. O.C. As ) .1000 IN^2/FT ---OK--- ----------------------OVERTURNING AND SOIL PRESSURE --------------------- OVERTURNING MOMENT (OTM) ) .162 FT-ViPS ALLOWABLE SOIL PRESSURE > 1.500 KSF SOIL WEIGHT ) .110 KCF W ARM- MOMENT ----------------------------------------------7------------------------- P AXIAL .220 KIPS .818 FEET .180 FT -KIPS WALL .334 KIPS .818 FEET .273 FT -KIPS SOIL .173 KIPS 1.398 FEET .242 FT -KIPS FTG .249 KIPS .830 FEET .207 FT-K.IPS ------------------------------------------------------------------------ EW > .976 KIPS EM ` .901 FT -KIPS EM/0TM ) 5.564 > 1.5 <OK> ECCENTRICITY (e) > .072 FEET <A/2-(EM-OTM/EW)> L/6 > .2777 FEET L. > 2.273. FEET <3tL/2-e'> RESULTANT WITHIN MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE ) .613 KSF <EW/A + 0 OTMee/A"2) MINIMUM SOIL PRESSURE ? .562 KSF ------------------------------ . ::....,_ ----- ----------------------- HEEL HEEL LENGTH ) 525 FEET M ) .045 FT -KIPS FACTOR ) 1.700 Mu ? .077 FT -KIPS Mn i .086 FT -KIPS b > 12.000 INCHES d -) 8.000 INCHES bId`2 ) 168.000 IN`3 'Rn > 1.340 PSI <Mn/btd"2> Fy > 40.000 KSI F'c > 2.500 KSI ® ) 18.824 p MIN ) .0000 As MIN ) .004 INA2 TOE DESIGN TOE LENGTH > ,500 FEET FLAX SOIL PRESSURE > .613 KSF SOIL PRESSURE AT FACE OF WALL > .478 KSF M MAX AT FACE OF WALL > .071 FT -KIPS Mu > .121 FT -KIPS FACTOR > 1,700 Mn > .134 FT -KIPS b > 12.000 INCHES d > 8.000 INCHES btd"2 > 768,000 IN^3 Rn > 2,097 PSI <Mn/btdA2> Fy > 40.000 KSI F'c > 2.500 KSI m > 18.824 p MIN > .0001 -As MIN > .007 INA 2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ----- As MIF! > .478 INA2 -----------------------------LATERAL SLIDING ------------ LATERAL FORCE AT BASE > .162 KIPS/FT LATERAL.SLIDING COEFFICIENT LATERAL SLIDING RESISTANCE ALLOWABLE LATERAL BEARING LATERAL BEARING RESISTANCE NET RESISTANCE FACTOR OF SAFETY SHEAR KEY MUST PROVIDE ED DEPTH OF SHEAR KEY SHEAR KEY REQUIRED DEPTH > .250 .244 KIPS/FT > ,.000 .000 KIPS/FT > .150 KSF/FT DEPTH ) .150 KIPS/FT .394 KIPS/FT 2.432 SHEAR KEY NOT REQUIRED! > -.151 KIPS LATERAL RESISTANCE ) 5.343 FEET > -2.260 INCHES r Fu ------------------------------7---------------------- REV 12-16791 CANTILEVERED MASONRY RETAINING WALL DESCRIPTION ))KNIFONG RESIDENCE >>PARADISE, CALIFORNIA ---------7----------------------LOADING--------------------------------- AXIAL DEAD LOAD > .220 KIPS/FT A%IAL LIVE LOAD > .304 KIPS/FT EFP ) .0360 KCF VEHICLE SURCHARGE) .000 KIPS ----------------------------DESIGN STRESSES ------------------------------ SOIL ALLOWABLE SOIL PRESSURE ) 1.500 KSF MASONRY CONCRETE f'm '> 1.5000 KSI f't ) 2.500 KSI Em > 1125000PSI fy ) 40.000 61 Fs > 20.000 KSI Es > 3000000OPSI SPECIAL INSPECTION (Y/N)? > N m > 18.824 n > 26.667 Fb MAX > .248 KSI Fa > .149 KSI (BASE6 ON WALL HEIGHT) -------------------------------14ALL DATA -------------------------------- RETAINED HEIGHT (H) ) 5,000 FEET WALL HEIGHT > 5.500 FEET WALL H/t RATIO ( 25 - OK ADDITIONAL HEIGHT DUE TO SuRZ;!+::9GE ) .000 FEET NOMINAL WALL THICKNESS > 0 INCHES ACTUAL WALL THICKNESS (t) ) 7.625 INCHES MAX DEPTH TO REINFORCING > 5.250 INCHES DEPTH TO REINFORCING (d) ) 5.250 INCHES bbd^2 > 330.750 IN`3 --------------- --------------- DATA ------------------------------ TOE LENGTH > .500 FEET SAFETY FACTOR > 2.872 HEEL LENGTH ) 1.195 FEET SOIL PRESSURE ) 1.052 ACTUAL FOOTING LENGTH (L) ) 2.330 FEET FOOTING DEPTH ) 12.000 INCHES ----------------------------DESIGN STRESSES ----------------------------= P AXIAL ' > .524 KIPS/FT (DL + LL> fa ) .006 KSI LATERAL FORCE (P) > .450 KIPS/FT <HA2/2kEFP> DESIGN MOMENT AT BASE (M) > .750 FT -KIPS fb ALLOW. ) .238 KSI K = M/bdd^2 > .027 KSI 2/jk REQUIRED > 8.745 iv > .2287 k > .2494 j > .9169 MINIMUM REINFORCING REQUIREMENTS - MASONRY VERTICAL As MINIMUM > .0641 IN^2/FT <.0007bt> HORIZONTAL As MINIMUM ) .0641 IN^2/FT (.0007bt> SUM OF HORIZONTAL AND VERTICAL REINFORCING SHALL NOT BE LESS THAN .002bt. THIS MINIMUM HORIZONTAL REINFORCING AREA BECOMES: HORIZONTAL As MINIMUM > .064 114A2/FT � 7 ------------------------------7---------------------- REV 12-16791 CANTILEVERED MASONRY RETAINING WALL DESCRIPTION ))KNIFONG RESIDENCE >>PARADISE, CALIFORNIA ---------7----------------------LOADING--------------------------------- AXIAL DEAD LOAD > .220 KIPS/FT A%IAL LIVE LOAD > .304 KIPS/FT EFP ) .0360 KCF VEHICLE SURCHARGE) .000 KIPS ----------------------------DESIGN STRESSES ------------------------------ SOIL ALLOWABLE SOIL PRESSURE ) 1.500 KSF MASONRY CONCRETE f'm '> 1.5000 KSI f't ) 2.500 KSI Em > 1125000PSI fy ) 40.000 61 Fs > 20.000 KSI Es > 3000000OPSI SPECIAL INSPECTION (Y/N)? > N m > 18.824 n > 26.667 Fb MAX > .248 KSI Fa > .149 KSI (BASE6 ON WALL HEIGHT) -------------------------------14ALL DATA -------------------------------- RETAINED HEIGHT (H) ) 5,000 FEET WALL HEIGHT > 5.500 FEET WALL H/t RATIO ( 25 - OK ADDITIONAL HEIGHT DUE TO SuRZ;!+::9GE ) .000 FEET NOMINAL WALL THICKNESS > 0 INCHES ACTUAL WALL THICKNESS (t) ) 7.625 INCHES MAX DEPTH TO REINFORCING > 5.250 INCHES DEPTH TO REINFORCING (d) ) 5.250 INCHES bbd^2 > 330.750 IN`3 --------------- --------------- DATA ------------------------------ TOE LENGTH > .500 FEET SAFETY FACTOR > 2.872 HEEL LENGTH ) 1.195 FEET SOIL PRESSURE ) 1.052 ACTUAL FOOTING LENGTH (L) ) 2.330 FEET FOOTING DEPTH ) 12.000 INCHES ----------------------------DESIGN STRESSES ----------------------------= P AXIAL ' > .524 KIPS/FT (DL + LL> fa ) .006 KSI LATERAL FORCE (P) > .450 KIPS/FT <HA2/2kEFP> DESIGN MOMENT AT BASE (M) > .750 FT -KIPS fb ALLOW. ) .238 KSI K = M/bdd^2 > .027 KSI 2/jk REQUIRED > 8.745 iv > .2287 k > .2494 j > .9169 MINIMUM REINFORCING REQUIREMENTS - MASONRY VERTICAL As MINIMUM > .0641 IN^2/FT <.0007bt> HORIZONTAL As MINIMUM ) .0641 IN^2/FT (.0007bt> SUM OF HORIZONTAL AND VERTICAL REINFORCING SHALL NOT BE LESS THAN .002bt. THIS MINIMUM HORIZONTAL REINFORCING AREA BECOMES: HORIZONTAL As MINIMUM > .064 114A2/FT ----------------------------WALL REINFORCING----------------7----------- VERTICAL NO, ) 4 AT 16 IN. O.C. As ) .1500 IN"2/FT p > .0023810 k ) .298 np > .0634921 j > .901 2/jk 7.441---OK--- HORIZONTAL NO.. > 4 AT 32 IN. O.C. As > .0750 IN^2/FT -OK--- ---------------------- OVERTURN IPd0 AND SOIL PRESSURE --------------------- OVERTURNING MOMENT (OTM) ) .750 FT -KIPS ALLOWABLE SOIL PRESSURE > 1.500 KSF SOIL WEIGHT ) .110 KCF W ARM ' MOMENT ------------------------------------------------------------------------ P AXIAL .220 KIPS .818 FEET .180 FT -KIPS WALL .524 KIPS .818 FEET .429 FT -KIPS SOIL - .657 KIPS 1.733 FEET 1.13B FT -KIPS FTG .350 KIPS 1.165 FEET .407 FT -KIPS ----------------------------------------------------=------------------- EW > 1.751 .KIPS EM > 2.154 FT -KIPS EM/OTM > 2.872 ) 1.5 <00 ECCENTRICITY {e) > .363 FEET <A/2-(EM-OTM/EW)) L/6 ) .38B FEET L' > 2.406 FEET <3tL/2-e> RESULTANT WITHIN MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE ) 1.052 KSF (EW/A + 6tOTMte/A^2> MINIMUM SOIL PRESSURE ) .451 KSF ------=---------------------HEEL/TOE DESIGN ----------------------------- HEEL HEEL LENGTH >. 1.195 FEET M ) .392 FT -KIPS FACTOR > 1.700 Mu > .667 FT -KIPS Mn > .741 FT -KIPS b ) 12.000 INCHES .d ) 8.000 INCHES btd^2 ) 768.000 INA 3 Rn ) 11.582 PSI <Mn/btd•'2> Fy > 40.000 KSI F'c > 2.500 KSI m > 18.024 p MIN ) .0003 As MIN > .037 IN^2 TOE DESIGN TOE LENGTH > .500 FEET MAX SOIL PRESSURE ) 1.052 KSF SOIL PRESSURE AT FACE OF WALL ) .834 KSF M MAX, AT FACE OF WALL > .122 FT -KIPS Mu ) .208 FT -KIPS FACTOR > 1.700 Mn ) .231 FT -KIPS h > 12.000 INCHES d ) 8.000 INCHES bid "2 ) 768.000 IN`3 lin > 3.613 PSI (Mn/hid•'2) Fy > 40.000 KSI F'c ) 2.500 KSI m ) 18.524 p MIN > .0001 As MIN ) .012 INA 2 -------------------LONGITUDINAL FOOTING• REINFORCEMENT ------------------- As MIN > .671 IN"2 -----------------------------LATERAL SLIDING ---------------------------= LATERAL FORCE AT BASE > .450 KIPS/FT LATERAL SLIDING COEFFICIENT LATERAL SLIDING RESISTANCE ALLOWABLE LATERAL BEARING LATERAL BEARING RESISTANCE NET RESISTANCE FACTOR OF SAFETY SHEAR KEY MUST PROVIDE EQ DEPTH OF SHEAR KEY SHEAR KEY REQUIRED DEPTH > .250 .438 KIPS/FT > .000 .000 KIPS/FT ) .150 KSF/FT DEPTH > .150 KIPS/FT ) .588 KIT'S/FT ) 1.306 SHEAR KEY REQUIRED! > .087 KIPS LATERAL RESISTANCE > 6.831 FEET ) 1.023 INCHES ------------------------------------------------------ REV 12-19-91 CANTILEVERED MASONRY RETAINING WALL DESCRIPTION )>KNIFONG RESIDENCE >>PARADISE, CALIFORNIA -------- ----------------------- LOADING -------------------------- ------ AXIAL DEAD LOAD ) .220 KIPS/FT AXIAL LIVE LOAD > .304 KIPS/FT EFF > .036 KCF VEHICLE SURCHARGE) .000 KIPS ----------------------------DESIGN STRESSES ----------------------------- SOIL ALLOWABLE SOIL PRESSURE > 1.500 KSF MASONRY CONCRETE f'm > 1.500 KSI f'c > 2.500 KSI Em > 1125000F'SI fy > 40.000 KSI Fs > 20.000 KSIEs > 3000000OPSI SPECIAL INSPECTION (Y/N)') > N m > 18.824 n ) 26.667 Fb MAX (WALL 1) > .240 KSI Fb MAX (WALL 2) > .240 KSI Fa (WALL 1) > .150 KSI (BASED ON WALL HEIGHT) Fa (WALL 2) > .149 KSI (BASE] ON WALL HEIGHT> --------------------------------WALL DATA -------------------------------- WALL COMPONENTS STEMWALL > .000 FT. TO .000 FT. WALL 1 > .000 FT. TO 2.000 FT. WALL 2 >. 2.000 FT. TO 7.000 FT. TOTAL HEIGHT > 7.000 FEET STEMWALL:t > .000 IN, P 10 ------------------------------------------------------ REV 12-19-91 CANTILEVERED MASONRY RETAINING WALL DESCRIPTION )>KNIFONG RESIDENCE >>PARADISE, CALIFORNIA -------- ----------------------- LOADING -------------------------- ------ AXIAL DEAD LOAD ) .220 KIPS/FT AXIAL LIVE LOAD > .304 KIPS/FT EFF > .036 KCF VEHICLE SURCHARGE) .000 KIPS ----------------------------DESIGN STRESSES ----------------------------- SOIL ALLOWABLE SOIL PRESSURE > 1.500 KSF MASONRY CONCRETE f'm > 1.500 KSI f'c > 2.500 KSI Em > 1125000F'SI fy > 40.000 KSI Fs > 20.000 KSIEs > 3000000OPSI SPECIAL INSPECTION (Y/N)') > N m > 18.824 n ) 26.667 Fb MAX (WALL 1) > .240 KSI Fb MAX (WALL 2) > .240 KSI Fa (WALL 1) > .150 KSI (BASED ON WALL HEIGHT) Fa (WALL 2) > .149 KSI (BASE] ON WALL HEIGHT> --------------------------------WALL DATA -------------------------------- WALL COMPONENTS STEMWALL > .000 FT. TO .000 FT. WALL 1 > .000 FT. TO 2.000 FT. WALL 2 >. 2.000 FT. TO 7.000 FT. TOTAL HEIGHT > 7.000 FEET STEMWALL:t > .000 IN, P STEMWALL > .000 KIPS/FT d > .000 IN, WALLI :t > 11.625 IN. P WALL 1 r .223 KIPS/FT d > 9.000 IN. WALL2 :t > 7.625 Ind. P WALL 2765 KIPS/FT d > 5.250 IN. ---------------------------------ACTIONS--------------------------------- LATERAL LOADS ACTING ON WALL HT > 2.000 FT. P > .450 KIPS/FT HT > .000 FT. P > .082 KIPS/FT HT > .000 FT. P > .682 KIPS/FT MOMENTS ACTING ON WALL HT > 2.400 FT. M > .150 FT -KIPS HT > .000 FT. M > 2.058 FT -KIPS HT > .000 FT. M ) 2,058 FT -KIPS t� ------------------------------WALL DESIGN -------------------------------- HT > .000 FT. TO 2,000 FT. M > 2 05E FT -KIPS BtD`•2 > 972.000 IN^3 K > 25.407 PSI fa > .009 KSI Fa > .1.50 KSI fb > .234 KSI n > 26.667 2/jk REOUIRED > 9.223 j ? .922 jk > .217 k > .235 VERTICAL REINFORCING - AS DETERMINED BY DESIGN LOADS USE NO. X 4 BARS AT 16 IN, O.C.---OK--- p > .0011 As > .147 INA2 11 ? .0363 k > .236 j > - .921 2/if, > 9.214 MINIMUM VERTICAL REINFORCING <.0007tb9t> As .098 INA ---OK--- MINIMUM HORIZONTAL REINFORCING p MIN > .0009 As MIN > .132 USE NO. > 4 BARS AT 16 IN. O.C. As > .147 INA 2---OK--- HT > 2.000 FT. TO 7.000 FT. M > .750 FT -KIPS BtDA2 > 330.750 IN^3 K > 27.211 FSI fa > .004 KSI Fa > .149 KSI fb > .241 KSI n > 26.667 2/jk REQUIRED > 9.852 jk > .226 VERTICAL REINFORCING - AS DETERMINED BY DESIGN LOADS USE NO. > 4 BARS AT 16 IN. O.C.---OK--- p > .0023 As > .147 INA np > .0622 k > .296 j > .901 2/jk > 7.497 MINIMUM VERTICAL REINFORCING <.00071btt> As > .064 IN "2 ---OK--- MINIMUM HORIZONTAL REINFORCING p MIN > .0007 As MIN > .664 INA /FT USE NO. > 4 BARS AT 32 IN, O.C. As > 674 INA'---OK--- I t2 ------------- ---------------------- FOOTING LENGTH ) 3.250. FT. S.F. ) 2.171 HEEL LENGTH ) 1.281 FT. SP ) 1.440 TOE LE14GTH ) 1.006 FT, FOOTING DEPTH > 12.000 IN. OVERTURNING MOMENT (OTM) ) 2.058 FT -KIPS ALLOWABLE SOIL PRESSURE ) 1.500 KSF SOIL WEIGHT ) .110 KGF W ARM MOMENT ------------------------------------------------------------------------ P DL .220 KIPS 1.318 FEET .290 FT-K'IPS WALL 1 .223 KIPS 1.484 FEET .3331 FT -KIPS WALL 2 .365 KIPS 1.318 FEET .481 FT -KIPS STEM KIPS 1.484 FEET FT -KIPS SOIL .987 KIPS 2.609 FEET 2.574 FT -KIPS FTG ------------------------------------- .488 KIPS 1.625 FEET .792 FT -KIPS EW ) 2,282 KIPS 7 ---------------------------------- EM ) 4.469 FT -KIPS EM/OTM ) 2. 17 1 1.5 (OK`r ECCENTRICITY (e) ) .569 FEET (A/2-(E1'-OTM/EW)) L/6 ) .542 FEET L; > 3.169 FEET (3EL/2-e) RESULTANT LIES OUTSIDE MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE ) 1.440 KSF (28(W/L')) MINIMUM SOIL PRESSURE. ) -.036 KSF --------------------------FOOTING REINFORCING ---------------------------- HEr REINFORCING FOOTING HEEL ? 1.281 FEET M ? .810 FT -KIPS Mu > 1.3777 FT -KIPS FACTOR ) 1.700 Mn ) 1.530 FT -KIPS b ) 12.000 IN. d ? 8.000 IN. btdA2 ? 76101.000 IN -'3 Rn ? 23.899 PSI F1 18.824. p MIN ) .0006 As ) .058 INA VFT MINIMUM REINFORCING NO. 4 BARS AT > 42 IN. D.C. NO. 5 BARS AT ) 64 IN. O.C. NO. 6 BARS AT ) 92 IN. D.C. NO. 7 BARS AT ? 125 ICJ. D.C. TOE REINFORCING TOE LENGTH ) 1.000 FEET MAX SOIL P > 1.440 KSF SOIL P AT WALL ) .986 KSF M > .644 FT -KIPS Mu ? 1.096 FT -KIPS FACTOR r 1.700 Mn ) 1.211 FT -KIPS b ) 12.000 IN. d > 8.000 IN. bxd^2 > 768.000 INA3 Rn > 19.021 PSI r > 18.824 p MIN > .0005 As ? .046 INA2 MINIMUM REINFORCING NO. 4 BARS AT > 52 IN. O.C. NO. 5 BARS AT > 11 IN. D.C. NO. 6 BARS AT > 115 IN. D.C. NO. 7 BARS AT i 157 IN. D.C. LONGITUDINAL FOOTING REINFORCING As MIN > .936 IN°2 ------------------------ --LATERA ------------------------LATERAL SLIDING ----------------------------- P LATERAL > 1.332 KIPS/FT LATERAL SLIDING COEFFICIENT > .250 .571 KIPS/FT LATERAL SLIDING RESISTANCE > .000 ,000 KIPS/FT ALLOWABLE LATERAL BEARING ) .150 KSF/FT DEPTH LATERAL BEARING RESISTANCE > .150 KSF/FT NET RESISTANCE ) .721 KIPS/FT FACTOR OF SAFETY ) ,541 NO GOOD! SHEAR KEY REQUIRED!' SHEAR KEY MUST PROVIDE ) 1.277 KIPS LATERAL RESISTANCE EQUIVALENT DEPTH ) 6.324 FEET MINIMUM SHEAR KEY DEPTH > 16.008 IN. SHEAR KEY WIDTH > 0.000 IN, M > 1.137 FT -KIPS Mu > 1.932 FT -KIPS FACTOR ) 1.700 Mn ) 2.147 FT -KIPS h ) 12.000 IN. d ) 4.000 IN. m a#d^2 > 192.000 IN `3 Rn > 134.192 PSI m ) 18.824 p MIN ) .0034680 As > .166 MINIMUM REINFORCING NO. 4 BARS AT > 14 IN. O.C. NO. 51, BARS AT ) 22 IN. O.C. NO. 6 BARS AT > 32 IN. O.C, NO. 7 BARS AT > 43 IN. O.C. l 4-k 1101 Z- Z11,'3(0 �N3 g�IJ9 3Y.5 I S ; ;673.9 879 Al Ay, i t` :l5 �L- �;7- � 4-r ^/7-- —per►-�-f---�.{-� � �-�--_--- rt ■ 2-0 2-1 rte` 7/2 o 2,01 = 8 .4- b ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING -----------=------------------------------------------------------------ DESCRIPTION))KNIFONG RESIDENCE 7>F -1 -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD > 4.160 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD >. .310 KIPS/FT 1 LIVE LOAD '/. ) 80.000. 1 ------------CONCRETE DATA ---------- 1 ---------- .REINFORCING STEEL --------- CONCRETE F'c > .2.000 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 23.529 1 0 FACTOR > .900 1 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.000 FT. FOOTING THICKNESS(t) ) 12 000 IN. DISTANCE TO REINF(d) ) 8.000 IN. FOOTING WEIGHT ) .600 KIPS TOTAL P AXIAL > .5.380 KIPS TOTAL BEARING PRESSURE > 11.345 .KSF'400 NET BEARING PRESSURE ) 1.195 KSF FACTORED BEARING PRESSURE > 1.960 KSF (1.1#LL+1.41DL) -----=---------------------- FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION 'OK'/ Vu=(P net)l(EFFECTIVE AREA) ) 2.61: KIPS Vn=Vc=2(F'c)^.5tbwtd > 17.173 KIPS 0 Vn > 15.456 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P netli(EFFECTIVE AREA) > 6.968 KIPS Vn=Vc=4(F'c)^.5tbotd > 45.795 KIPS 0 Vn > 41.215 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 ) .980 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 ) 17.012 PSI .REQUIRED p (BENDING MOMENT) ) .0004 REQUIRED As (BENDING MOMENT) > .041 IN^2/FT = .082 IN^2 MIN. REQUIRED p UAC 2610(f) > .0006 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .055 IN^2/FT = .109 INA' MINIMUM REINFORCEMENT AS GOVERNED BY, --MINIMUM REINFORCEMENT--! 1 NO. 4 BARS E.W. ! 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. ! 1 NO. 7 BARS E.W. ! ------------------------------------------ REV 5-15-91 POINT FOOTING DESCRIPTION »KNIFONG RESIDENCE >>F -2 -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD > 6.750 KIPPPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS./FT LIVE LOAD % > 80.000 ------------CONCRETE DATA ----------(----------REINFORCING STEEL ---- CONCRETE F'c > 2.000 KSI STEEL Fy > 40.000 KSI m CONSTANT > 23.529 0 FACTOR > .900 ------------------------- FOOTING SITE > 2.250 FT. V FOOTING TNICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .759 KIPS TOTAL P AXIAL > 7.509 KIPS TOTAL BEARING PRESSURE > 1.483 KSF' (OK> NET BEARING PRESSURE' > 1.337 KSF FACTORED BEARING PRESSURE D 2.187 KSF (1.7#LL+1.0DL) ----------------------------FOOTING STRESSES -------------------- DIAGONAL TENSION - FACTORED LOADS - ONE NAY ACTION {OK> Vu=(P net)t(EFFECTIVE AREA) > 3.895 KIPS Vn=Vc=2(F'c)".54hkSd > 19.320 KIPS 0 Vn > 11.308 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO NAY ACTION <OK> Vu=(P net)I(EFFECTIVE AREA) > 10.098 KIPS Vn=Vc=4(F'c)".5tbotd > 45.795 KIPS 0 Vn > 41.215 KIPS -------------------------FOOTING REINFORCEMENT ----- -'------------=------- Mu=(P net)thl"2/2 > 1.384 FT-KIPS/FT REQUIRED Rn=(Mu/0)6d"2 > 24.023 PSI REQUIRED p (BENDING MOMENT) > .0006 REQUIRED As (BENDING MOMENT) > .058 IN''2/FT = .131 IN"2 MIN. REQUIRED p UBC 2610(f) > .0008 33% INCREASE A'P'PLIED MIN. REQUIRED As UBC 2610(f) > .077 !N^2/FT = .174 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT - 1 NO. 4 BARS E.N. f 1 NO. 5 BARS E.N. 1 1 NO. 6 BARS E.N. ( I NO. 7 BARS EiW. ------------------------------------------ REV 5-15-91 POINT FOOTING DESCRIPTION)>KNIFONG RESIDENCE >)F -3 -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD > 2.590 KIPS SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT l LIVE LOAD % > 80.000 ------------CONCRETE DATA ----------(----------REINFORCING STEEL --------- CONCRETE F'c ) 2.000 KSI STEEL Fy > 40.000 KSI m CONSTANT ) 23.529 0 FACTOR > .900 ------------------------------ FOOTING DATA-------------------- FOOTING SIZE . 1.500 FT. FOOTING THICKNESS(t) ) 12.000 IN. DISTANCE TO REINF(d) ) 8.000 IN. fDDI WEIGHT > .338 KIPS TOTAL P AXIAL ) 2.928 KIPS TOTAL SEARING PRESSURE ) 1.301 KSF- (GK> NET REARING PRESSURE > 1.151 KSF FACTORED REARING PRESSURE > 1.888 KSF (1.70LL+1.0DL) ----------------------------FOOTING STRESSES ---------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)I(EFFECTIVE AREA) ) 1.180 KIPS Vn=Vc=2(F'c)^.54bwtd > 12.880 KIPS 0 Vn > 11.592 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (GK) Vu=(P net)l(EFFECTIVE AREA) > 3.409 KIPS Vn=Vc=4(F'c)".5lbold ) 45.195 KIPS 0 Vn > 41.215 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- .531 FT --'IP it REQUIRED n=(Mu*lg)bd'' t 9.218 PSI REQUIRED p (BENDING MOMENT) > .0062 REDUIRED As (BENDING MOMENT) > .022 IN^2/FT = .033 IN'2 MIN. REDUIRED p UAC 2610(f) > .0003 337. INCREASE APPLIED MIN. REGUIRED As UAC 2610(f) > .030 IN^2/FT = .044 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 I NO. 4 BARS E.W. I NO. 5 BARS E.W. 1 NO. b BARS E.W. 1 NO. 7 BARS E.W. ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING -------------------------------------------------------=---------------- DESCRIPTION))KNIFONG RESIDENCE ))F -4 -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD ) 4.470 KIPS !SOIL BRG CAPACITY) 1.544 KSF UNIFORM LOAD ) KIPS/FT LIVE LOAD X ) 80.400 1 ------------CONCRETE DATA---------- --------REINFORCING STEEL --------- CONCRETE F'c ) 2.000 KSI (STEEL Fy ) 40.000 KSI m CONSTANT ) 23.529 0 FACTOR > 1900 ------------------------------FOOTING DATA --------------------- FOOTING SIZE > 1.830 FT. FOOTING THICKNESS(t) ) 12.000 1N. DISTANCE TO REINF(d) ) 8.000 IN. FOOTING NEIGHT ? .502 KIPS TOTAL P AXIAL > 4.972 KIPS TOTAL BEARING PRESSURE ) 1.485 KSF' (OK> NET BEARING PRESSURE > 1.335 KSF FACTORED BEARING PRESSURE > 2.189 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) ) 2.330 KIPS Vn=Vc=2(F'c)^.5tbwtd > 15.713 KIPS 0 Vn > 14.142 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)t(EFFECTIVE-AREA) > 6.358 KIPS Vn=Vc=4(F'c)'.5tbotd ) 45.795 KIPS 0 Vn > 41.215 KIPS -------------------------FOOTING REINFORCEMENT --------------------- Mu=(P net)tbl^2/2 ) .916 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 ) 15.909 PSI REQUIRED p (BENDING MOMENT) > ,0004 REQUIRED As (BENDING MOMENT) > .038 IN^2/FT = .070 IN^2 MIN. REQUIRED p UBC 2610(f) ) .0005 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .051 IN^2/FT = .093 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--! 1 NO. 4 BARS E.W. I NO. 5 BARS E.W. 1 NO. 6 BARS E.W. I NO. 7 BARS E.W. 1 A, ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION »KNIFONG RESIDENCE >>F -5 -------------LOAD DATA ------------- --------------SOIL DATA ------------- POINT LOAD > 8.320 KIPS ,SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT 1 LIVE LOAD R > 80.000 ------------CONCRETE DATA ----------)'----------REINFORCING STEEL --------- CONCRETE F'c > 2.000 KSI STEEL Fy > 40.000 KSI m CONSTANT > 23.529 ( 0 FACTOR > .900 1 ------------------------------FOOTING DATA----- ----------------------- FOOTING SIZE > 2.500 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .93B KIPS TOTAL P AXIAL > 9.258 KIPS TOTAL BEARING PRESSURE > 1,481 KSF 00 NET BEARING PRESSURE > 1,331 KSF FACTORED BEARING PRESSURE > 2.183 KSF (1.7lLL+1.4YDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)l(EFFECTIVE AREA) > 5,003 KIPS Vn=Vc=2(F'c)^.5ibwtd > 21.466 KIPS A Vn > 19.320 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 12.675 KIPS Vn=Vc=4(F'c)^.5$batd > 45.795 KIPS 0 Vn > 41.215 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.706 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 29.611 PSI REQUIRED p (BENDING MOMENT) > .0007 REQUIRED As (BENDING MOMENT) > .072 IN^2/FT = .179 IN^2 MIN. REQUIRED p UBC 2610(f) > .0010 33% INCREASE APPLIED MIN. REQUIRED As UHC 2610(f) > .095 IN^2/FT = .238 INA 2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--) 2 NO. 4 BARS E.W. I NO. 5 BARS E.W. I NO. 6 BARS E.W. 1 1 140. 7 BARS E.W. t - ----------------------------------------------------------------=------- REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION »KNIFONG RESIDENCE >>F-6 j -------------LOAD DATA-------------1--------------SOIL DATA ------------- POINT LOAD > 5.370 KIPS SOIL BRG CAPACITY) 1.500 KSF 'UNIFORM LOAD > KIPS/FT LIVE LOAD R > 80.000 ) ------------CONCRETE DATA ---------- ----------REINFORCING STEEL --------- CONCRETE F'c > 2.000 KSI STEEL Fy > 40.000 KSI m CONSTANT ) 23,529 1 0 FACTOR > .900 1 - ------------------------------FOOTING DATA- --------------------- FOOTING SIZE > 2,000 FT, FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8,000 1N. FOOTING WEIGHT > .600 KIPS TOTAL P A%IAL > 5.970 KIPS TOTAL BEARING PRESSURE > 1.493 KSF <OK> NET BEARING PRESSURE ) 1.343 KSF FACTORED BEARING PRESSURE > 2.202 KSF (1.7tLLi1.4tDL) ----------------------------FOOTING STRESSES---------------------------- DIAGONAL TENSION - FACTORED LOADS -ONE WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 2.936 KIPS Vn=Vc=2(F'c)^.5tbwtd > 17.173 KIPS 0, Vn > 15.456 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION 40K> Vu=(P net)t(EFFECTIVE AREA) > 7.828 KIPS Vn=Vc=4(F'c)'.5tbotd > 45.795 KIPS 6 Vn > 41.215 KIT'S -=-----------------------FOOTING REINFORCEMENT --------------------------- Mu=(P net)tbl^2/2 > 1.101 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 19.112 PSI REQUIRED p (BENDING MOMENT) ) ..0005 REQUIRED As (BENDING MOMENT) > .046 IN^2/FT = ,092 IN^2 MIN. REQUIRED p UBC 2610(f) > .0006 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .061 IN^2/FT = .123 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT --1 1 NO. 4 BARS E.W. 1 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 1 NO, 7 BARS E.W. 1 2S ------------------------------------------ REV 5-15-91 POINT FOOTING DESCRIPTION))KNIFONG RESIDENCE )>F -7 -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD ) .10.470 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT 1 LIVE LOAD 7 > 60.000 ------------CONCRETE DATA ---------- ----------REINFORCING STEEL --------- CONCRETE F'c ) 2.000 KSi STEEL Fy ) 40.000 KSI m CONSTANT ) 23.529 0 FACTOR > .900 ------------------------------FOOTING DATA--- ------------------- FOOTING SIZE ) 2.830 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) ) 8.000 IN. FOOTING WEIGHT > 1.201 KIPS TOTAL P AXIAL > 11.671 KIPS TOTAL BEARING PRESSURE ) 1.457 KSF 'UK) NET BEARING PRESSURE ) 1.307 KSF FACTORED BEARING PRESSURE ) 2.144 KSF (1.71LL41.01)L) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION tGK) Vu=(P net)t(EFFECTIVE AREA) > 6.563 KIPS Vn=Vc=2(F'c)^.5tbwt d ) 24.300 KIPS 0 Vn ) 21,870 KIPS DIAGONAL TENSION - FACTORED LOADS - Tr l ;?4`t' A:T Vn=Vc=4(F'c)^.5 b36d > 45.795 KIPS 0 Vn i 41.215 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(p netl#bl^2/2 > 2.146 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 ) 31.263 PSI REQUIRED p (BENDING MOMENT) ) .0009 REQUIRED As (BENDING MOMENT) i ,090 IN^2/FT = .256 IN'2 MIN. REDUIRED p UBC 2610(f) ) .0013 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .120 IN^2/FT = .340 IN'2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT - 2 NO, 4 BARS E.W. 2 N0..5 BARS E.W. 1 NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. 1 ------------------------------------------ REV 5-15-91 POINT FOOTING DESCRIPTION))KNIFONG RESIDENCE ))F -8 -------------LOAD DATA-------------l--------------SOIL DATA ------------- POINT LOAD ) 8.480 KIPS . !SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD ) KIPS/FT ! LIVE LOAD % > 80.000 ! ------------CONCRETE DATA----------l----------REINFORCING STEEL --------- CONCRETE F'c ) 2.000 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 23.529 ! 0 FACTOR > 1900 ! --------------------------- --- DATA ----------------------= FOOTING SIZE > 2.670 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.069 KIPS TOTAL P AXIAL ) 9.549 KIPS TOTAL BEARING PRESSURE > 1.340 KSF* (OK) NET BEARING PRESSURE > 1.190 KSF FACTORED BEARING PRESSURE ) 1.951 KSF (1.19LL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION <OK> Vu=(P net)I(EFFECTIVE AREA) > 5.217 KIPS Vn=Vc=2(F'c)".5ibwtd > 22.926 KIPS 0 Vn > 20.633 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <0K) Vu=(P net)f(EFFECTIVE AREA) > 13.040 KIPS Vn=Vc=4(F'c)^.5tboid ) 45.795 KIPS 0 Vn ) 41.215 KIPS -------------------------FOOTING REINFORCEMENT-------------------------- Mu=IP net)ib1`112 . > 1.738 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 > 30.181 PSI REQUIRED p (BENDING MOMENT) ) 10008. REQUIRED As (BENDING MOMENT) > .073 IN^2/FT = .195 1N^2 MIN. REQUIRED p UBC 2610(f) ) .0010 33% INCREASE APPLIED MIN. REQUIRED As UBC' -2610(f) > .097 IN^2/FT = .260 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--! 2 NO. 4 BARS E.W. ! 1 NO. 5 BARS E.W. ! 1 NO. 6 BARS E.W. ! 1 NO. 7 BARS E.W. ! A ---------------------------------------------- REV 10-3-91 LATERAL DESIGN DATA DESCRIPTION )>KNIFONG RESIDENCE -------------------------------GENERAL DATA-" --------------------------- EXPOSURE ) B Ce > .70 BASIC.WIND SPEED > BO qs > 17 IMPORTANCE FACTOR > 1.00 METHOD ) 1 NORMAL FORCE METHOD ROOF PITCH ) 30.25 DEGREES MEAN ELEMENT HT. ) 20.00 FEET p= Ce i C g k q s t I PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq n(KSF) DIRECTION WINDWARD WALLS .80. .0095 INWARD LEEWARD WALLS .50- .0060 OUTWARD WINDWARD ROOF .3Q .0036 INWARD LEEWARD ROOF ' .70 .0083 OUTWARD WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0083 OUTWARD 1 1 DIAP={RAGM WADING DIAGRAMS 5� G R2, ofS5)3Y/j g�(2) .vIS� (3/z) 4-x#'7 (,- C41 +C (- +1b) .oC1+6(-+($) oit9 -1- (1-5t3 +- 59+-P,94 (8 o ISS R1. 22: (11-7/,+99%,1.0155= 1,64- F + 31 odt 52 "J/,5d c Va • S` Va 4 44L tv 3.5 LA ��.. 33 44L tv 3.5 LA ��.. 33 --- -------------------------------------------------------------------- REV 11-6-91 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION »KNIFONG RESIDENCE »LINE A ---------------------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (PI) > - KIPS <SW ABOVE:> TOTAL APPLIED LOAD AT LINE (P2) > 3.630 KIPS <DIAPHRAGM> TOTAL LENGTH OF ASSEMBLY (I') > 64.250 FEET TOTAL LEN9TV :; SHEARWALLS (1) > 12.250 FEET SHEAR PER FOOT - SHEARWALLS (v) > .296 KIPS/FT (SHEARWALL v> SEGMENT W/O WALL OPNG P1? P21 FORCE 11.500 O 11.500 Y .000 9.000 W 9.000 Y .6511 6.000 0 6.000 ./ -1.509 30 250 W. 3. LSl' 1-1.170 ' =: 3(� ) 6. X00 Y -1.949 1.500 O 1.500 Y -.676 05JSDCOP -=-=-------------------------------------------------------------------- REV 11-6-91 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>KNIFONG RESIDENCE >>LINE I ---------------------------------SUMMARY-------------------------------- TOTAL APPLIED LOAD ABOVE LINE (P1) > KIPS <Sf4 ABOVE) TOTAL APPLIED LOAD AT LINE (P2) > 1.640 KIPS <DIAPHRAGM) TOTAL LENGTH OF ASSEMBLY (1') > 34.000 FEET TOTAL LENGTH OF SHEARWALLS (1)> 3.500 FEET SHEAR PER FOOT - SHEARWALLS (v) > .469 YIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG P1? P2? FORCE 3.500 W 3.500 Y .000 30.500 0 30.500 Y -1.471 f Z-((od d 4� d -� --------------------------------------------------------------------- 3�O REV 12-19-91 CONCRETE SECTION MOMENT CAPACITY ------------------------------------------------------------------------ DESCRIPTION )'/KNIFONG RESIDENCE )/LINE 1 LINE FOOTING ----------SECTION DATA----------- ------MATERIAL CONSTANTS --------- b ) 6.000 IN :F'c ) 2.500 KSI d > 16.000 IN lFy ) 40.000 KSI �G > .050 -------------------------=------LOAD DATA ------------------------------- OVERLOAD FACTOR > 1.300 WIND OR EARTHOUAKE LOADS ACTUAL MOMENT > 11.330 FT -KIPS SEE CALCS ALLOWABLE MOMENT •) 11.404 FT -KIPS SAFETY FACTOR ) 1.339 MUST'BE GREATER THAN 1.33 SINCE p ACTUAL IS LESS THAN p MIN. ---------------------------------SUMMARY-------------------------------- ACTUAL As > .4000 INA 2 p MIN ) .005 <200/Fy> p ACTUAL ) .0037 <p=As/BID) T > 16.000 KIPS <T=AslFy> a > 3.137 IN. (a=T/0'#F'ciB)> ACTUAL FACTORED MOMENT Mu ). 14.729 FT -KIPS ALLOWABLE SECTION MOMENTS 0Mn > 19.710 FT -KIPS (@Mn MUST BE GREATER THAN Mu) Mu (ALLOWABLE) > 19.716 FT -KIPS (MAX ALLOW. SERVICE M R LOAD FACTOR) MAX SERVICE M > 15.167 FT -KIPS ea,✓ iyav[S4"rr. ' 1{ ea,✓ iyav[S4"rr. hUL& �y - . -�-);P-Al 3b I -244- 3 44-3 i �'Zi Vl �t'tjyGl ✓�� �— �►o✓i2oh Tai , Vera: ATwe.AS_--- 4. �H WeU -d✓ j.v, , ,ya-lh 0 1 loa_clkj�j fr zi- d r hY1 I ✓6 2 b �r L 2r draw, -6 d 7y 10k+ 'r'e (Vr �vGrV6JC 410 4- 3 ns Q S IL 24'0. _ 11 .25 3 -e...344 h oh e, C®UNTY ®F.BU BUILDING DEPT cc 'BEC. 2 7 t1 C®UNTY ®F.BU BUILDING DEPT cc 'BEC. 2 7 DATE: PERMIT N: ASSESSOR PARCEL #: OWNER'S NAME: -� FEES (Amount and Purpose): �- REVISED PLAN CHECK: $ BALANCE OF FEES: ADDITIONAL FEES: $ REINSPECTION FEE: SHERIFF FEE: $ CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ ADDITIONAL VAL: $ (Check One) COUNTY L/ CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: f 1 {, 1. I I � , - , ­ - � I . il I ML � - I I I I � I ; - I I � -, � 'I'll., � � - � I I - � t, I . I I I I I I � . I I I 1 1, I ,Z,�. I I \1 � 1; I I I I 1� I -1 I I I � . 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I I � 1,r i I I I . � I I I , I I . � I � I I : i i . li I �� . 11 i . . - � �­_ I \ . . I 1� w I � 0 li 1. - � I . I 1. 11 � � I � I I . � I . �. I I . .1 ml� I li � . 1:1 I I t ! . � : � . I ! . I I � I I >11 4_- � . . I - I -0 7 (' I I rl A- s �__ ') I . J # i _�,4, _j : I k� . I I ! . ?� , u Ll - <u ! 71� I v ,--, �� , ! ! " -c-1 CT� 11 I i 1 7-� u _K:� i I I � mm� i . _QI � in ;i JENERAL STRUCTURAL NOTES - I I � I- I I I �j . I I mmmmmw%� I � �; � . I � : I ; . I 1. tiff CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL D I N I EiN S I 0 NS I . I � � 11 ' � I . � . I AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION (ANY I � . . . I I 1 1 1 I . EXCAVATION FOR FOUNDATIONS) AND THE DESIGN EN(;It,-,'EER SHALL BE NOTIFIED OF ANY I I I I I � � DISCREPANCIES WITTI. ANY WORK�SO INVOLVED. � � 11 � I I I ' I I , I I 11 � I , '"' - � N I I � I I . DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS S HA L L BE Of THE SANIE i IATLaE� I � � I . . I AS THOSE SHOWN FOR SIMILAR CONDIT'JON'S. , , � I I . I I I � 11 I . I I . - I 1. I I : I I i � # 1 .3. nr is THE CONTRACTOWS R-ESK)NSIBILITY TO COMPLY, WITH TH�E PERTINENT SECTIONS OF' I I i A # I THE "CONSTRUCTION SAFETY ORDERS" IsSUED BY THE STATE; OF CALIFORNI AND ALL -OSHA I I I � i �, � I I . I 11 I � A E_ - i? � � � . I � I . . I . "MENTS.] ASA -HEY APPLY TO -THIS P . I I I � . � . REQUIRE . �, � I RTDJECT�' THE DESI(j',\,.',, ENGINEER .AND _IliE'OV,'N'ER 1-11 - * 1, . . I I . � I - I - , ' I . . I I I I DO NOT ACCEPT ANY RIESPONSIBILITY FOR'THE CONTRACTOR'S FAILURE"TO COMPLY A,VITH � - - , ­­,� , ',� I _,, I I ,� I I 71, ��, �, ',::;;­�] �'� I I ­­ - �Ali � 71 1 - . I 1, � , ­,,-� � ,", ��­�;, �� , ,, , I I., �F ":: � - � 1, �­�-,- ! , ", , I I , I � - I � - � _: ,,, 5:-" , _, ""'' , -, I ; 1,% � �, � I 11 . ,;,_�;,'�­ �­,­,��­ - : ,,, �, ,.,I _,� ,, '! � , � � TS. , . . I � ,, I . 11 1 . F � I ,e I �, I - , , I THESE REQUIREMEN I I I - I I I I ". '.� , I I �, � " �, `,;] l'l_­,­­­ I I � 11 � � �l � � . . I I - I !� I . I I I __ 1, , , , , , " _:� � I I I I I I I I I � , , 1 , , � I I �, - - � . � 1, I - I . � , , I I I I I I I . � I F I I � . 1 4. ALL PHASES OF WORK -SHALL CONFORM TO THIE MINI?yIfjLvl STANDARDS OF Tm-, LATEST � � � I-, I I I , I � I . . I I ' I . � I ;l � _11, � � I ,� �� I � APPLICABLE EDITION OF, 0141FORM BUILD[NG,CODE. I �'', , I � I I I I I - I � 11 I I I . I I ' � ­ . I - 11 �l � - , - I � I I I I . I . I I E' N I . I � 1 5. :THE ,CONTRACTOR SHALL.. B� ,RESPON�IBLE FOR AD�QUATE DESIGN Al D CONSTRQCTION 0 I-- ' , - I . � , I -5f � I � -I ,-,--I 1�_ P­4_-�, . I I I I I � . I , � I �, I , �'11. I I b, � . I � i . I e�� 11 C:�:` I I . �', I � ALL, FORMS.'BRACTNGS AND SHOR_FNO,REQUtRE-D FOR. CONSTRUQ,TIO'lli. . _�;_ �. : '. I . I % I 11, I 1: I � , I I I I 3 I! J1 11 I -1 . �� ' 'Ni" , - - 1�0�1'1 r,_11,1� I I . . .1 .11 � 6. 1.71HESE PLANS ARE�NOT �oMp.LETE *ITHOUT THE STAMP ANb'�k,Lt Sj'&NXTjjj O'F� THE' DE SIGNII I --I , r I I I ,� I ' � . -.--. � I- I I , - "`r'l`:- �` ---,') I . ' UCTURE, AND WITHOU' 'RE 1 IF ----% . I I I . ; I ENOINEER. VERdF`YTNG, EN61NEERED PORTIONS OF THE.- StR � V ___�_ 1: --------" __ --------,-,------ -------- _ -1 ­­_ --- - I I � I � � I T _A' AND I . ,,� _____ , _. ­ . ... � '. I . ______.________­ �.- I I—— � I 11 AN APPROVAL OF THE LOCAL 8U[LDNCG OFFICIAL. � ,�.' , 4 I I I � . I I I . __j I ___..__.___ ___,_.____.. ­_ I . . I . , .1 I � 11 I I I ,,, -------- ____ , I ". I I . 1. - 11 I ' ' - I ' � '�' � ' . I � � I ,� ------,. _-, ._�._ _*________,_______,___ IrL -I------- -.1 - ..­_____lll - � I . 11 , �d- --, I � 'ON � IS BASED ON ALLOWABLE - 9 I ,�� k I - ______________ � ____ __ .._.__­_­__-... I— ____ ­­ __________,__ I 1 T. FOUNDATION DEsl I I . Oft, BFARlNd'PRF',8�0RE OF 1500 PSF . ,� �: - �l . I-,----- ­ ­­­ -----.-. I .---- 1-1 .1 1. ­ -­ I _­­ I ------.I- �l � I � I I I I , 1. I - I ­ 11 � 1. : " :, 1-1 - I . 11 I I �. ­) ,, � I ___l-__ I I . S REP � - . I I . I ­ I , � ------- --..-I---- 1, : (No soii PORT)� I . �. - � I I I " , � ___ - I I I I � , ,��,� - ,� ;, , , , - I . �; ­ 11 -----.- __ __________ � ---- -- __ � . . . � � I � I � I � I � � - ___­______lr__ . I � � __ _____ , __ --.--"-,-, - ", I . I I I ­, I S. ''ALL, IFOUNtATIONS SHALL BEAR ON LEVEL GRADE A?',ID _�- ,, ION, S14ALL 8E� I , _\ I �) __ � . I .- ­­­­ � I ----------" ____ I __= I I I . I � � .� I - I � C14ANGE5,4N. ELEVATI . I I N\ .- --1 _­___ I . I - I . i ' I 1. . ,� - � 11 11 . .1 I I - " i / I -_l ­_'X I I .-------, ____.-_______­ � I --11 I . , .1. I I— ­�MADE-BY STEPS: OF 12" NMAX. HEIG[il" AND 136" �,NIIN.. %klIDTH. CIQ�TI14 ft'�:617, OTI` . C i I --�-,�--,--,-.�-.-.-,-----�---�--- . ­_ - . .11 � I . ­'. I � . I I I �, ., FO NIG-, - - �. . I i - --.--�--�11--l.-�.---------�---.-. I ------- ­ _­___­_ I I I . .., - I . � - �, � I i ;, I 1� ,<� I \,� � ",,� .1 .,i - ,� 'INFORCING SHALL, BE N1 ! 1. I � - " , I . I I :1 , � I � _.___:7_7=-:7-:,'::7_ , � -�� --- - , � ' , I . I . ,-�-.--��.----����-.�.,-,--.---�.,--��.-,----�,--.. . ____.___-.l__. ­___ � I I --- .12,,e�' r ,��,V, - ,p� F, , RE AfNTAl7,,'Elj.l I - 11 ., . I �� " I 1: 11 I I \� ) �i _____ ,� -,-- -, �.. __ ___ ___ __­­ ­ 11 . I . , I I ' � �,:, - I - , 4�U7 ./,.6,:;;�� , "', 1, .1 ' ' .1 . i ...­­­.. I �_ ----------- I -T,---,- � N`F .�i . _____ ____ _________:��_,__f_ __�__.____;,__ . I - � � . , I I 1 ___===:==7====___-_____ I � - c � MaERS AND THEIR FASTENING SHALL CO OFW TO UBC, AND I I -:I r_% I \ ­� I . -----.------.-----------.----,-�-------.- 4 ,._,____ � I _f C , � ; 9, , �i . I , � . I I I .---- 7- ____ ___ I I . - � __­ __­_­­__­­.. �_." I , I � i�LL,�'SA-',,V�4',,'8-tf�tJCTUR.AL--iME, � I d - t- ­11�1 I I ... I . I I ----------------- - - ­ �_ . ____________.117_ , . r . .. , � SHALL BE b''F,i�ffNINIUM GRADES AS'FOLLOWS, UNLESS N' TED OT ` ' ''' I I - . __l-________ - - . � � I. -I -T :�fr ----- - �___ I . I - - , � I . : 1. I , � I- .�ll I, I 11 I . 1.11, . . ol ,HERW,ISE.,,' .;, - I I , I � - - I . - � � I I � ! 1- I - . I I . , �2x & 4x S-1 1� . - - I . I - , � 11 - . ,_­� I I I � 11 I t � I 11 . 11 , :, I- �t, I ", � " ,� 1. I I ­ I . ll�� - D. F.,,I�O.' 2', EXCEP T , �<� k � . I . 1TE I a I - . I � L � - - I I I I I , EMBERS , , ,��, -8 1 11 I .. , � 1. I J W�, : . , � � 11 - - -T, . I I I I I I I � I I I � ,NON4 413''MC ' , PLATES" 12Ix BLOCKING , , D. F. STUD"OkADE . , I . � - k ) .--- f- � - " �� .. , . I I - . ­ _. I . . I _f� � � 11 . I ,A 5 2x STUDS. & I I , I I ,. - I I � , -;, I . _4 - . L ,_ - - I . I ;11 f., �r . . .11 -1" =r I . --- ,--­;�,, 4��14 - , r - .11 . . I . I . 1. �6x NiEMBEP,S� _ , , " I I i 1.11 .1 1. I I I I I `b� '� I - , � , . � I I \,�) . I i I 11 I -_I 1, _.r 17- 1 . � I -1 � I �� ------- - I . I I -r '. . I I __ - I . I � I 1. I , , , . L ". �t� � �, _� , � . e- � I .1 - I - -, F; NO. I - �, I., I � THE ENGINEERS SEAL AND SIGNATURE ON THESIS - I ,�, I � - .1.1. I - 17- 1 '(- k-��L'-­ I- ­ - I � . I 0, ALL", WOOD IN DIRE CT CONTACT, WITH EARTH OR IN �CdNT CT, 1� ' ' C ,RETE, 3 I ) . 11 A 71 � _­­__ . . , I � 1. � . , 11 � : 11 I � . I I I � . I �, - . A . IW TH ,'CO�4 ' 1- ' 14ALL BE I : X I : � 'j r � ­ . . I - � . I I � I DOCUMENTS PERTAIN TO THE ITEMS AS OUTLINED 1, I I - _r Erl� . I- I : I . I I , 'I D ,�DE P AVOOD ; ' ;,. �j I T I � I I . . REM � FIR OR:, FOUNDAT''IONt OR., ,ED .1 I - :r I � ___ I I . ------- . I � I i � � ; � I � "I .1 . � I . I I I ., . 1 , � 1, l' -14_ ', , I IN THE STRUCTURAL CALCULATIONS ONLY - ` lk­ � ­ I I I � . �, � 1,9 I I I I -- ___'7___- . � I . . I I I S t4DARD PS .-_ 5:Ai\D,.,OSB , CONSTRUCTION DETAILS AND ASSEMBLIES NOT . - - _T_j"_ - I I ­ '' Q kil " I _ � _ I � - � ­ , � - , , � 11 . i . H, ? , FORN170 APA -U.S. PRODUCT � TA,K I - f. - ��_ �� __ 1 _­ .1 ' . l I .,=,��,t�'J, 4, 1 1 I 4 jt' PLYWOOD� SHEAT 140,'-SHA�L"(_:',o� , � , -1 I ,­, - I ­ ,�r,�,,r�l­�l ,, I E - A-1 � � * I :i�� I I - - a,:Z, � ;'. �l , I A_ I I 1. I � I � . ­lr_� I ,,� r`�-4- . , � '-I _­ -, .­�___ -1 I , � � I , �� . " . _ THf_NG'8HALL`3E.PLA ED,WITH�' I � - SPECIFICALLY DETAILED ON THE APPROVED : -, r I __ - -ilIV-0 1'6��APA-21J.S; �ORb__DOC-t 8TANOA Rb'PS 2-91 slm� c_- I ______ - I SHEA! ) J, . � -L I I I- . � -1 "' - � .11 � . . I . , ''. �_ I . . . I . ­ � . , I I � -7 . 11 !� I I - I � .1 1;. � �l �'­ ' I I . I I _�'. -.--- I-, - I I � (IN CON[PU I % , , I . : _­ 1 _r - '­ . � - -, I � , '':,` � ANC -kJABLE �2,�-11-11 OF UBC - -DRAWINGS ARE'THE SOLE RESPONSIBILITY OF - I I I i T' p_ I - ­ _r �::�� - � � � -;'-". MCE,ORAfN_ P[]kPENt)'Cfj * -: wil I � - r . - I . � i� W -To suppokTs ', t �. I - , - I I I � I I � � � I __11 - I ­- . . _�_ I I I - I I I . � I I � � ", ; DA�­'kA -(--l'�st,''i)',(jiNLE�tS.-?40TFi).'OT�lEk'�t�SE.' , � - .�:, "': .:l �11 I ,�.'� 1, t 11 .- I . � 1 I - � � 1; I � I I I I- I I , - � I '--- F `� - f`� _,�, -v -- I -�� . j , - -I-'r-f [,f , -- � --- I I I I � , � � . , , , , _ I I % , � I I � � THE BUILDER. STRUCTURAL CHANGES REQUIRE . I _j _� �4- ­�le+- - �--J r'=��C-_ I I - :7 � . , I Q IM ,,�A , , , - 111.4 -, I 1, � , ''I �­ - :,,- _1 _1 _V� 4v C� ,.l. . I -1 I I ; . I . --I - . I I I _M 0/_"oqT - .e -,o L",:j. ". ­­­ I I __ I I t2"*OOD �NA' I 31 ,�, I r -1 I . _f - � . � 1. ILING SHALLI�BE PROVIDE'WITH COMMON WIRE NAllLS ''(AF'', S12E� Afilb' NUMB' ]EIRS,- � ' - I REVIEW AND APPROVAL BY THE ENGINEER � I __ , I I I I . � __ I , _________ � I I - . � 1, . _�'N .'2341-13-1,05t'UBC`E.� -,RE MOR -E - . 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